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SW8140511_HISTORICAL FILE_20140714
STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO SW8 `t6511 DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE ZOly 01Lk YYYYMMDD e�� NCDENR North Carolina Department of Environment and Pat McCrory Governor July 14, 2014 Natural Resources Mr Brian R Clodfelter, Manager Par 5 Development Group LLC 2860-B NC HWY #5 Aberdeen, NC 28315 Subject Stormwater Management Permit No SW8140511 Dollar General — Brick Landing High Density Commercial Constructed Wetlands Project (Class SA Waters) Brunswick County Dear Mr Clodfelter John E Skvada, III Secretary The Wilmington Regional Office received a complete, Stormwater Management Permit Application for Dollar General — Brick Landing on July 7, 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 2008-211 We are forwarding Permit No SW8 140511, dated July 14, 2014, for the construction, operation and maintenance of the BMP's and built -upon area associated with the subject project This permit shall be effective from the date of issuance until July 14, 2022, and shall be subject to the conditions and limitations as specified therein Please pay special attention to the conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed restrictions, procedures for changing ownership, transferring the permit, and renewing the permit Failure to establish an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions, to transfer the permit, or to renew the permit, will result in future compliance problems If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH) The written petition must conform to Chapter 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, or need additional information concerning this matter, please contact Kelly Johnson in the Wilmington Regional Office, at (910) 796-7215 Sincerely, Tracy Davi , P E , Director Division of Energy, Mineral and Land Resources GDS/kpj G \WQ\Shared\Storrmwater\Permits & Projects\2014\140511 HD\2014 07 permit 140511 cc Phil Noms, PE Inspector, Brunswick County Inspections Brunswick County Engineering Division of Coastal Management Wilmington Regional Office Stormwater File Division of Energy, Mineral, and Land Resources Land Quality Section — Wilmington Regional Office 127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • (910) 796-7215 / Fax (910) 350-2004 State Stormwater Management Systems Permit No SW8140511 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF ENERGY, MINERAL AND LAND RESOURCES STATE STORMWATER MANAGEMENT PERMIT HIGH DENSITY DEVELOPMENT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other applicable Laws, Rules, and Regulations PERMISSION IS HEREBY GRANTED TO Par 5 Development Group LLC Dollar General — Bnck Landing 1351 Bnck Landing Rd, Shallotte, Brunswick County FOR THE construction, operation and maintenance of one (1) constructed wetland in compliance with the provisions of 15A NCAC 2H 1000 and Session Law 2008-211 (hereafter the "stormwaterrulesl and the approved stormwater management plans and specifications and other supporting data as attached and on file with and approved by the Division and considered a part of this permit This permit shall be effective from the date of issuance until July 14, 2022 and shall be subject to the following specified conditions and limitations 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 19 of this permit The stormwater control has been designed to handle the runoff from 35,000 square feet of impervious area 3 The tract will be limited to the amount of built -upon area indicated in this permit, and per approved plans The built -upon area for the future development is limited to 2,599 square feet, which is included in the 35,000 square feet total 4 The runoff from all built -upon area within the permitted drainage area of this project must be directed into the permitted stormwater control system A 50' wide vegetative buffer must be provided and maintained 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 All runoff being directed into wetlands shall flow into and through those wetlands at a non -erosive velocity of 2 fps or less The volume in excess of the design storm from the stormwater wetland must flow overland through a level spreader and 50-foot vegetated filter stnp designed to pass the peak flow from the 10 year storm in a diffuse, non -erosive manner The discharge from the stormwater wetland design storm volume discharged to a level spreader and filter strip which are capable of providing effective infiltration as shown on the approved plans Page 2 of 7 State Stormwater Management Systems Permit No SW8 140511 The following design elements have been approved for this constructed wetlands stormwater facility, and must be provided in the system at all times DA1 a Drainage Area, acres 131 Onsite, ftz 57,200 Offsite, ftz 0 b Total Impervious Surfaces, ftz 35,000 Onsite, ftz 32,401 Future, ftz 2,599 Offsite, ftz 0 c Ponding Depth, inches 72 d Design Storm, inches 377 (SCS Discrete Method) e Permanent Pool Elevation, FMSL 260 f Total Permitted Wetland Surface Area, ftz 10,658 Deep Pool Area, forebay portion, ftz 1,066 Deep Pool Area, non-forebay portion, ftz 1,066 Shallow Water Area, ftz 4,263 Shallow Land Area, ftz 4,263 g Permitted Temporary Storage Volume, ft3 6,836 h Temporary Storage Elevation, FMSL 265 i Pre-dev 1 r-24 hr discharge rate, cfs 217 Controlling Onfice 0" 15 k Onfice flowrate, cfs 0 027 1 Planting Plan # of Herbaceous Plants 1,100 (shallow water) # of Shrubs 176 (shallow land) # of Trees 0 m Receiving Stream / River Basin Jinn 's Branch in Stream Index Number 15-25-2-16-1- 2 o Classification of Water Body SA, HQW (subject to SA II SCHEDULE OF COMPLIANCE No person or other legal entity shall alter the approved stormwater management system, or fill in, alter, or pipe any drainage feature, including swales, shown on the approved plans as part of the stormwater management system, unless and until the permittee submits a modification to the permit and receives approval from the Division The permittee is responsible for verifying that the proposed built -upon area for the entire protect does not exceed the allowable built -upon area 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 wntten 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 The approved 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 Page 3 of 7 State Stormwater Management Systems Permit No SW8140511 During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired immediately If the stormwater system is 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 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 Redesign or addition to the approved amount of built -upon area c Further subdivision, acquisition, or sale of all or part of the project area The project area is defined as all property owned by the permittee, for which Sedimentation and Erosion Control Plan approval or a CAMA Major permit was sought d Filling in, altering, or piping of any vegetative conveyance shown on the approved plan e The construction of any future BUA designated on the application The Director may determine that other revisions to the project should require a modification to the permit 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 The permittee shall, at all times, provide the operation and maintenance necessary to assure the permitted stormwater system functions at optimum efficiency The signed and approved Operation and Maintenance Agreement must be followed in its entirety and maintenance must occur at the scheduled intervals 10 Records of maintenance activities must be kept and made available upon request to authorized personnel of the Division The records will indicate the date, activity, name of person performing the work and what actions were taken 11 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 Access to the stormwater facilities for inspection and maintenance shall be maintained via appropriate recorded easements at all times 12 Prior to transfer of the permit, the stormwater facilities will be inspected by the Division personnel The facility must be in compliance with all permit conditions Any items not in compliance must be repaired or replaced to design condition prior to the transfer Records of maintenance activities performed to date will be required 13 The facilities shall be constructed in accordance with the conditions of this permit, the application, approved plans and specifications, and other supporting data 14 The application form, supplement forms, approved plans and specifications for this project are incorporated by reference and are enforceable parts of the permit A copy of the approved plans and specifications shall be maintained on file by the Permittee at all times III GENERAL CONDITIONS Any individual or entity found to be in noncompliance with the provisions of a stormwater management permit or the requirements of the Stormwater rules is subject to enforcement procedures as set forth in G S 143 Article 21 The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules, regulations, or ordinances, which may be imposed by other government agencies (local, state, and federal) having jurisdiction Page 4 of 7 State Stormwater Management Systems Permit No SW8140511 In the event that the facilities fail to perform satisfactorily, the Permittee shall take immediate corrective action, including those as may be required by this Division, such as the construction of additional or replacement stormwater management systems This permit is not transferable to any person or entity except after notice to and approval by the Director The permittee shall submit a completed and signed Name/Ownership Change Form, accompanied by the supporting documentation as listed on the form, to the Division at least 60 days prior to any one or more of the following events An ownership change including the sale or conveyance of the protect area in whole or in part, The sale or conveyance of the common areas to a Homeowner's or Property Owner's Association, subject to the requirements of Session Law 2011-256, Bankruptcy, Foreclosure, Dissolution of the partnership or corporate entity, A name change of the current permittee, A name change of the protect, A mailing address change of the permittee, The permittee is responsible for compliance with all of the terms and conditions of this permit until such time as the Director approves the transfer request The permit may be modified, revoked and reissued or terminated for cause The filing of a request for a permit modification, revocation and reissuance or termination does not stay any permit condition The permittee grants DENR Staff permission to enter the property during normal business hours for the purpose of inspecting all components of the permitted stormwater management facility Unless specified elsewhere, permanent seeding requirements for the stormwater control must follow the guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual The permittee shall submit a permit renewal request at least 180 days prior to the expiration date of this permit The renewal request must include the appropriate documentation and the processing fee Permit issued this the 14U day of July 2014 NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION racy Davis, E , Director Division of Energy, Mineral and Land Resources By Authority of the Environmental Management Commission Page 5 of 7 State Stormwater Management Systems Permit No SW8 140511 Dollar General Brick Landing Stormwater Permit No SW8140511 Brunswick County Designer's Certification Page 1 of 2 I, , as a duly registered in the State of North Carolina, having been authorized to observe (penodically/weekly/full time) the construction of the project, (Protect) for (Protect Owner) hereby state that, to the best of my abilities, due care and diligence was used in the observation of the protect 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 are a part of this Certification Noted deviations from approved plans and specifications Signature Registration Number Date SEAL Page 6 of 7 Certification Requirements State Stormwater Management Systems Permit No SW8 140511 Page 2 of 2 _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 protect 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 wetland zone elevations are per the approved plan _6 The wetland is located per the approved plans _7 A trash rack is provided on the outlet structure 8 All slopes are grassed with permanent vegetation 9 Vegetated slopes are no steeper than 31 10 The inlets are located per the approved plans and do not cause short-circuiting of the system _11 The permitted amounts of wetland zone surface area and 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 _15 The required number of wetlands plantings have been provided cc NCDENR-DEMLR Regional Office Inspector, Brunswick County Building Inspections Page 7 of 7 DEMLR USE ONLY ` Date Recei d Fee Paid Perm t Number - - DS•� -� Applicable Rules ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Constructs n (select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan ❑ Other WQ Mgmt Plan State of North Carolina Department of Environment and Natural Resources Division of Energy, Mineral and Land Resources STORMWATER MANAGEMENT PERMIT APPLICATION FORM 77us form stay be photocopied for use as an original I GENERAL INFORMATION 1 Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans, specifications, letters, operation and maintenance agreements, etc ) - Dollar General - Brick Landing 2 Location of Project (street address) City Shallotte County Brunswick Zip 28470 3 Directions to project (from nearest major intersection) At the intersection of NC 179 (Beach Drive) and SR 1165 (Brick Landing Road) 4 Latitude 33' 55' 6" N Longitude 78' 24' 28" W of the main entrance to the project II PERMIT INFORMATION 1 a Specify whether project is (check one) ®New ❑Modification ❑ Renewal w/ Modification+ tRenetoals untli modtfiiations also requires SWU-102 - Renewal Application Form b If this application is being submitted as the result of a modification to an existing permit, list the existing permit 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 ❑Drams 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 ac of Disturbed Area ❑NPDES Industrial Stormwater ❑404/401 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 permits in process Is the project located within 5 miles of a public airport? [-]No ®Yes If yes, see 5 L 2012-200, Part VI httpJ/portal ncdenr org/web/Ir/rules-and-regulations ECEIVE MAY 0 9 20% BY' - Form SWU-101 Version Oct 31, 2013 Page 1 of 6 III CONTACT INFORMATION a Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee, designated government official, individual, etc who owns the project) ri i Applicant/Organization Par 5 Development Group L C- U. %m,W,on -0" "uAA X Signing Official & I itle Brian R Clodfelter, Manager b Contact information for person listed in item la above Street Address 2860-B NC HWY #5 City Aberdeen State NC Zip 28315 Mailing Address (if applicable) City State Zip Phone (910 ) 994-0881 Fax (910 ) 944-0882 Email Brian@Rhetsoncompames com c Please check the appropriate box The applicant listed above is ❑ I lie 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 ("I his is the person who owns the property that the project is located on) Property Owner/Organization Lloyds Oyster House Inc Signing Official &'I itle Lloyd Millliken, President b Contact information for person listed in item 2a above Street Address 1642 Village Point Road City Shallotte State NC Zip 28470 Mailing Address (if applicable) P O Box 2972 City Shallotte Phone (910 ) 231-2217 Email NA State NC Zip 28459 Fax ( ) N/A 3 a (Optional) Print the name and title of another contact such as the project's construction supervisor or other person who can answer questions about the project Other Contact Person / Organization Signing Official & Title b Contact information for person listed in item 3a above Mailing Address City Phone Email State Fax ( ) 4 Local jurisdiction for building permits Brunswick County Point of Contact Zip Phone # (910 ) 253-2050 MAY 0 9 26% Form SW U-101 Version Oct 31, 2013 Pase 2 of 6 IV PROJECT INFORMATION 1 In the space provided below, briefly summarize how the stormwater runoff will be treated BY sheetflow and swales to stormwater wetland NCDENR Discharge to LVL/ VFS 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 PUDApproval 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 drams to the Lumber River basin 4 rotai Property Area 2 acres 5 1 otal Coastal Wetlands Area 0 acres 6 Total Surface Water Area 0 acres 7 Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = I otal Project Area 2 acres Total project area shall be calculated to exclude the following the nornal pool of Impounded structures, the area between the banks 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 Tile resultant project area is used to calculate overall percent built upon area (BUA) Nou-coastal wetlands landward of tlne NHW (or MHW) hue may be Included In tine total project area 8 Project percent of impervious area (Total Impervious Area / I otal Project Area) X 100 = 40 19 9 How many drainage areas does the project have?l (For high density, count 1 for each proposed engineered stormzater BMP For low density and other projects, use I for tine whole property area) 10 Complete the following information for each drainage area identified in Project Information item 9 If there are more than four drainage areas in the project, attach an additional sheet with the information for each area provided in the same format as below Basin Information Drainage Area 1 Drainage Area _ Drainage Area _ Drainage Area _ Receiving Stream Name Jmny's Branch Stream Class * SA, HQW Stream Index Number * 15-25-2-16-1-(2 Total Drainage Area (sf) 57,200 On -site Drainage Area (sf) 57,200 Off -site Drainage Area sf 0 Proposed Impervious Area** (sf) 35,000 Jo Impervious Area** (total) Im ervious" Surface Area Drainage Area 1 Drainage Area _ Drainage Area _ Drainage Area On -site Bunldmgs Lots sf) 9,100 On -site Streets (sf) 20,940 On -site Parking (sf) On -site Sidewalks (sf) 2,361 Other on -site sf 0mAy t Future (sf) 2,599 Off -site (sf) 0 By Existing BUA*** (sf) 0 Total (sf) 35,000 Stnemn Class and Index Number can be determined at lnttp //portal ncdenr org/web/wq/ps/csu/classi cationis hnppervious area is defined as tine built upon area includuig, but not hinted to, buildings, roads, parking areas, sidenoalks, gravel areas, etc Report only that anount of existing BUA that will renal n after development Do not report any existing BUA that is to be removed and zohncln will be replaced by nezo BUA 11 How was the off -site impervious area listed above determined? Provide documentation Form SWU-101 Version Oct 31, 2013 Page 3 of 6 Projects in Union County Contact DEMLR Central Office staff to check if the project is located within a Threatened & Endangered Species watershed that may be subject to more stringent storiwater requirements as per 1 SA NCAC 02B 0600 V SUPPLEMENT AND O&M FORMS I he 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//portal ncdenr org web wq/ws/su/bmp-manual VI SUBMITTAL REQUIREMENTS Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and Land Resources (DEMLR) A complete package includes all of the items listed below A detailed application instruction sheet and BMP checklists are available from http / /portal ncdenr org/web/wq/ws/su/statesw/forms docs The complete application package should be submitted to the appropriate DEMLR Office (I he appropriate office maybe 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 imtialing 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 http / / portal ncdenr org/ web / wq/ws/su / statesw / forms docs 1 Original and one copy of the Stormwater Management Permit Application Form 2 Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants Form (if required as per Part Vll 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 NCDENR (For an Express review, refer to http//wwwenvhell2or "a es/onestol2express html for information on the Express program and the associated fees Contact the appropriate regional office Express Permit Coordinator for additional information and to schedule the required application meeting ) 5 A detailed narrative (one to two pages) describing the stormwater treatment/management 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 nfz mile of the site boundary, include the'fi mile radius on the map 7 Sealed, signed and dated calculations (one copy) 8 Two sets of plans folded to 8 5" x 14" (sealed, signed, & dated), including a Development/Project name b Engineer and firm c Location map with named streets and NCSR numbers d Legend e North arrow f Scale g Revision number and dates h Identify all surface waters on the plans by delineating the normal pool elevation of impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal waters, and any coastal wetlands landward of the MHW or NHW Imes • 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 I Site Layout with all BUA identified and dimensioned k Existing contours, proposed contours, spot elevations, finished floor elevations 1 Details of roads, drainage features, collection systems, and stormwater control measures in 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 Drainage areas delineated (included in the main set of plans, not as a separa {�,� /C p Vegetated buffers (where required) LM V G rMAY o 9 2014 BY: Form SWU-101 Vcrsion Oct 31, 2013 Paac 4 of 6 9 Copy of any applicable soils report with the associated SH WT 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"x11" copy of the NRCS County Sods 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 far DEMLR to verifij the SHWT prior to submittal, (910) 796-7378 ) 10 A copy of the most current property deed Deed book 2972 Page No 0271 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 http //www secretary state nc us/Corporations/CSearch asjx 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 http //portal ncdenr org/web/Ir/state- 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 I Phillip Norris, P E Consulting Firm Norris & Tunstall Consulting Engineers, P C Mailing Address 1127 Floral Parkway, Suite 400 City Wilmington State NC Zip 28403 Phone (910 ) 287-5900 Email pnorris@ntengmeers com Fax (910 ) 287-5902 IX PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this section) i, (print or hjpe name of person listed in Contact Information, itein 2a) Lloyd Milliken certify that i own the property identified in this permit application, and thus give permission to (print or type name of person listed in Contact Information, item la) Brian R Clodfelter with (print or hype name of organization listed in Contact Information, menu la) Par 5 Development Group 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 Eceivrm MAY 0 9 2014 BY— Form SWU-101 Version Oct 31, 2013 Paoc 5 of 6 As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back to me, the property owner As the property owner, it is my responsibility to notify DEMLR immediately and submit a completed Name/ Ownership Change Form within 30 days, otherwise I will be operating a stormwater treatment facility without a valid permit I understand that the operation of a stormwater treatment facility without a valid permit is a violation of NC General Statue 143-2151 and may result in appropriate enforcement action including Jki3.asses�t6egaof civil pendLies of up to $25,000 per day, pursuant to NCGS 143-215 6 Signature Date1� Ir��� 1, �1 Q ' nCu 1ye I 1 a Notary Public for the State of 46 �y �l 1 /Qf0 (. 4) County of �hC11.VV510iCA0 do hereby certify that klo� e� Q M- It, Ken personally appeared before me this �3ay of fnau_ 0l 4 and (acknowledge the due exe lion of the application for a stormwater permit Witness my hand and official seal, G� E HOk:FZ`.,:, 0MAQ%r Jousoc = �%K COV� X APPLICANT'S CERTIFICATION SEAL My commission expires 8 Z6 / 7 1, (print of type name of person listed in Contact Information, itein la) Brian R Clodfelter 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 reco ed, and that the proposed project complies with the requirements of the applicable stor r rules rider ANC C 2H 1000 and any other applicable state stormwater requirements / Signature Date -i (30 (/(q I, _�pJ1, +I l ��C ��p a N tary Publicforthe State of �1)62, County of on �ido hereby certify that Qn t �.D(�t -&1 personally appeared before me thi lay of An nn aQ/ and knowledge`thq ue execution of the application for a stormwater permit Witness my hand and official seal,AA/Az4 PH 1 SCyE�`c9 O Notory Public Moore County My ComrhissllO xP ' yOnTH CAa SEAL My commission expires U _/till i ECEIVE~' MAY 0 9 20% BY Form SWU-101 Version Oct 31, 2013 Page 6 of 6 General Data Impervious, Drainage Area and Volume PROJECT NUMBER SWR 140511 ReVeyver I(Johnson DRAINAGE BASIN Current Dat! 114 Jul 14 Original Run Date DA Number 1 2 3 4 a 1 6 7 B 9 10 EIMP Type VhtluM No BMP In DA NO BMP In as NO BMP In DA No BMP In DA No BMP In DA NO BMP In CIA NO BMP In DA No BMP In DA No BMP In DA Receiving Sm in m urano Donn SVeam Ilex fS3S3161 Class SA NOW Method used to tleteRllme required VOUTei 6C6 Pleaae select Please Select Pleau Select Pleaae belts Please SelM Please select Please 6elect Pleax Select Please select Simple McMod Design Storm P, in (II the Proieq or euNM Is SA or i1 Want Data for (cm{umon to SCS Volume RpulrM) 377 Simple Mehod Design Storm of Old Rule in (II My of are PtgM ordinary PetmI1M Under an Oki Rule SUM» 1 (y) it to old Me. lO UKtl l to aveabneeof . for .1it a 10 SCS Discrete(TR 55) Mehod Design Storm Pmo,M,t„ in 377DO Proect is Subject to SAo Y Reaae Select Please selectPlease Select Please Select Please Senior Pro. 5eIM Please ..'roofPlea-5eIM ReamSelect Percentlmpervious per DA 61 19% SCS Discrete (TR 55) Method Can Disconnected Impervious Area Be sited WithPrvi Pervious Area in This CA under W%'u IIICom Volume That Is Required fly IVdure it=eMx W aomptr MMV "ON SCS Madge If SCS Armed for SA, containerB Seam Y✓. Sm N1 S... its eI VChIn! 000 Simple Method Volume Summary Simple Mehod S SA 2008 Rule Greater of 15 or 1 24hr RV ost . Old Rule 1 5 9 896 Simple Method B non SA 2WE) Rule 1 5 Old Rule 10 4295 SCS Discrete TR 55 Volume Summary, SCS Discrete R 55 B SA 6 000 SCS Discrete R 55 8,4 e^ ImperviousAref, " 0 0 0 0 0 0 0 0 0 Proposed Impervious, ALL IMPERVIOUS Total ft 35000 Onsite Buildings 9100 Oneto Smaller 20 940 Onsite Parkm 0 Ons to Sidewalks 2 381 Onste Outer 0 Future 2 599 OBsrta 0 Bussing 0 Previously Permitted Impervious Old Rule fta 0 0 0 0 0 0 0 0 0 0 Onsde Buildings 0 Omits Smams 0 Ornate Parlmg 0 Onsite Sidewalks 0 Onste Outer 0 Futum 0 Oftsde 0 E,dodsnq 0 Proposed Impervious Subject to 2008IPhII Rule R 35000 Claimants Areax Drain eArea Total n 57200 0 0 0 0 0 0 0 0 0 Onsite ftT 57200 Bs Orte ft 0 Previous Reminders Drainage Ama OW Rule IrT 0 0 0 0 0 0 C 0 0 0 Onsite fl 0 ORsrte ft 0 Proposed DA (Being Added By M5 Mod) f 7 2W Drainage Area Subed to Old Rule fls 0 of 01 0 0 0 0 0 0 0 Dralna eArea Subject to New Rule flT 57200 SCS Discrete TR-BB Meehod Dralroup, Area Cheek' h 572W A,,,m R' 0 A_ . it' 57 200 Aim=Al._1 . fl 57000 A. on fi' 35 000 Awaa ft' 22000 Do Me Areas Add Up Per Drainage Area (Does At„=A tv,)7 cnea o e,an Volume Required SIm le Method Da0 Y4. Volume Required Old Rule Its 0 RVNy o.ao an, Old Rule Volume Required 2"Rule ft3 98M RVR. o..aePe., 2008 Rule 005 005 005 006 005 005 005 005 005 005 RVPa, o,wm.. 2" Rule 060 Volume Required, r ft3 4295 0 0 0 0 0 0 0 0 0 Volume Requm dlnM„ flu 9 896 0 0 0 01 D 0 0 0 0 Volume Calculations Pagel/3 General Data Impervious, Drainage Area and Volume PROJECT NUMBER SWB 1IM511 Revievi er jKlohnson DRAINAGE BASIN Current Date 114 Jul 34 Original Run Date DA Number 1 2 3 4 6 1 6 T B 1 9 10 BMP Type WetleM No BMP In No BMP In No BMP In No EMPIn No BMP In No BMP In No BMP In No BMP In No BMP In Volume Required SCS Discrete TR-66 Mamod Deta�tw SCS Discrete (TR 65) Method Volume Required (prelpost), V pV , V Ns 6,000 V .y „a,ay ,.—ft, 7109 0 0 0 0 0 0 0 0 0 Volume(predevelopment a connected) Vre..a O ".-*AT. fta 0 0 0 0 0 0 0 0 0 0 Volume (Pre development CN) V�0 Afla 0 0 0 0 0 0 0 0 0 0 Curie Number (predev Connected) CNno, 98 98 98 98 98 98 98 98 98 98 98 Sal Stonse(pmdev A) S,,(IMCNpmeane)-10 020 020 020 0201 0201 020 0201 0201 020 020 Ma A, Ra 0 Runoff Depth(pril O I(P 25,,,)2Y(Pe 8 SP,) in 3536 0010 0010 0010 0010 0010 0010 0010 0D10 0010 Volume(pred6Velopment 8 disconnected) Vm,.=0 Aa Arm fls 7709 0 0 0 0 0 0 0 0 0 Volume(pradevelopmem 6 msamneded CNA) Vnaa a=O naafi. A,ni.. R 7503 0 0 0 0 0 0 0 0 0 Hydmloguc Soil Group D Rome SeIM Please Select Ream Saaa Plena eelen Please Salaa Please Select Ream Select PleamSeled Plea'Select Land Use Select user definBd d CN is not DEMLR Standard `Moods Rome Select Room Saint Remi led Ream Select Pleas Soled Ream select Pleas Select Ream Sure Rome SNea Curve Number(DEMLR Standard) DR. aaw ]] Curve Number (Enter Only if User Defined CN) CNP,aa, A Curve Number (used in rala) CNI.-o , A A Soil &tress Se, a.�n=h000ICNp,aaJ 10 299 Ma _a fl 55 too Runoff Depth O"m_A= ((P 2Sa„aaA)'Y(P+8 Slo a .t In 1634 Volume (plsen.bpmen16 dieconneded CN.) Vneae=0 naae h fls 206 0 0 0 0 0 0 0 0 0 M mlO Id SOII Group C Pleas SelM Plea'Seled Ream Seled Ream Select Pleas Select Pleas Select Mene Select Pleme Select Ream Saint Land Use (seIW user defined if CN is not DEMLR Standard) U'r Definea CN Pleas Belts Plane Select Pleas stied Ream Select Pleas SelM Pleas Selea Pleas Sal. Pleas Set. Pleae Soled Curie Number(DEMLRStandam) CNn,oem,e Curve Number (Enter Only d User Defined CN) CN,ean+ne 70 Curve Number (used in talcs) CNoe mon a 70 Sall Stonse Snaae=(11MWCNnaaeFlO 4286 Me _. fls 2 100 Runoff Depth OP,a,a,a= ((P 2Snmw)tY(P-8 S_a.,..a) in 1179 Volume(predevelopment6dsixRowed Chic) VnC=O me Ae he 0 0 0 0 0 0 0 0 0 0 H dmI01C S011 Gmup Plane S¢Ied Pleas Salad Piano SOW Plvate Soled Plena Sal. Its. Select Plane SCled PIBa'seled Reue led Plea'selM Land Use select user defined if CN is net DEMLR SiB emc Rem Select Ream Saim Rem saw Pleas Select Pleas seled Pleas sped Rene saw Ream Soled Plea -Sal Ream select Curie Number (DEMLR Standard) CN, sae Curve Number (Enter Only If User Defined CN) CNnoao , c Curvo Number (used in ralcs) CNna_n c Soil Stores. Snm.a C=(10U0ICNn,e,mm) 10 Ma A_—Cfl Runoff DaPih OP,aae= I(P 2SP,.m )'Y(Pa 8 Sao..) in Volume Calculations Page2/3 General Data Impervious, Drainage Area and Volume PROJECT NUMBER $We 140511 Reviewer KJohnson DRAINAGE BASIN Current Date 114 Jul 14 Original Run Date DA Number 1 2 3 4 6 1 6 T a 9 10 BMP Type randoM No BMP In DA No BMP In VA No BMP In • No BMP In DA Na 0 M P In DA No amp In DA No BMP In NA No BMP In So No amp In SIR a V tV r-n•V umewR 13,710 0 0 1 0 0 0 0 0 0 0 Volume(posidevebpment aconneUed) Vaal—=O pas m A.aa is 10312 0 0 0 0 0 0 0 0 0 Volume (poa4devebpmenl connected) Vaa,sQ ABs 10 312 0 0 0 0 0 0 0 0 0 Curve Number( postowconnected) CNaaa_=98 98 98 98 98 98 98 96 98 98 98 Sod Saregs(poadev A)Ssa,a=(10001CNpoat.na)-10 a20 020 020 020 020 020 020 020 020 026 Aron m, R' 35000 Runoff Depth(pndev) 0 =((P 2S_Jay(P+8 Span) in 3536 0010 0010 0010 0010 0010 0010 0010 0010 0010 Volume (post -development & disconnected) Vaarema:0 oaceaa Asa+ 0 3 398 0 0 0 0 0 0 C 0 0 Volume (pmt development a ch.raeoled CN.) Vaxam,e=O _—, Aa ff 3 398 0 0 0 0 0 0 0 0 0 H dml In Soil Group 0 Please select Please sell Please SelM PleaaeaeleR Please Select Please eeled Please eeled Please Ulm Pleaa leq Land Use (select user defined 11 CN is not DEMLR Standard) User Derueo N Please Selom Please salad Please selom Pleaeeselect PMm Ulm Please NOW Please sell HI selea Pem ful Curve Number (DEMLR 5landartl) CNa-am,a Curve Number (Enter Only it User Defined CN) CNisoll SO Curve Number (used in talcs) CNaaa es_ a 80 Soil Storage Span m,s=(10001CN,aal 10 2SO Ana am,a 6 22000 Runoff Depth Coal,„., I(P 2S.A)'Y(P-8 Saal in 1853 Volume(posbdevebpment 8 dumnneoed CNJ Vas„„seO�e,m,e Ar 6 0 0 0 0 0 0 0 0 0 0 Hydrologic Soil I Pleeee Set. Plnse Sm. Plea. Sell Please sell Please soil Please eeled Please select Please sell Pea -belts Please Seled Land Use seep user defined" it CNw not DEMLR Standard Plase sell Plea. sell Please sell Please Sell Peme sell Please sell Plea. sell Pleas sail Pea -sell Pes-sell Curve Number(DEMLR Standard) CrIpsa m,a Curve Number (Enter Only it User Defined CN) CN,,oa•aa r Curve Number (used in call CNa,s,ess,,6 Sod Storage Sa._r=(l0001CNa,aol Me e6 Runoff Depth Ones aim, s= I(P 2Sas,s, WyfP. B Sacs.—n) in Volume(posbdevelopmeM6dsmrmled CNc) 0 0 0 0 0 0 0 0 0 0 Hydrologic Soil Group Phase Sail PII Sell Please Sell Please Sell Please Seim Please Sell Please, Sell Pets Sell Rem. Sam Please Sell Land Use select user defined it CN is not DEMLR Standard Please select Please Selm Please Selm Plea - sell Plea -select please soled Please $eied "..Seim Piee-select —Um Curve Number (DEMUR Standard) CNaaaam.c Curve Number (Enter Only if User Defined CN) CNiss, a_, c Curve Number (used in Spica) CN.. c Sad Storage Saaam,e(10001CNaaam,c}10 "a c Os Rural Depth pawam.e= I(P 2SPapw,c)'WP. WSposi smc) in Volume Calculations Page 3/3 Constructed Welland PROJECT NUMBER SINS 1140511 Ravlewer lK Johnsen DRAINAGE BASIN Current Dat jl4 Jul-14 Original Run Data DA Number 1 2 3 4 5 6 7 8 9 10 BMP Type Surface Areas Pending De lh it Wiland 060 NOBMPin DA NOBMPIn DA NOBMPln DA NOBMPIn DA NOBMPIn 0A NOBMPIn DA NOBMPIn DA NOBMPIn DA NOBMPIn DA Area to Provide Minimum it' 10001 Area Required Deep Pool Non-Foreb 5%Mlnlmum g' 500 Area Required Deep Pool Foreba 10% Minimum ft2 1 000 Area Required Shallow Water Area =40% ft' 4 000 Area Required Shallow Land 30%Minimum its 3000 Area Provided It" 10658 Area Provided Deep Pool (Non-Foreba fts 1 066 Area Provided Deep Pool (Foreba R2 1 066 Area Provided Shallow Water Area 62 (Top=Perm Pool e/ey) 4 263 Area Provided Shallow Land ft2 (Top=Temp Pool eley) 4 263 %Provltled Deep Pool Non Foreba between 5-15% 100% %Provltled Deep Pool Foreba between 10-15% 100% %Provltled Shallow Water I=40% 400% %Provltled Shallow Land between 30-40% 400% Area Adequate? Deep Pool Non-Foreba TRUE Area Adequate? Deep Pool (Foreb TRUE Area Ad uateo Shallow Water TRUE a equate a ow an Depth 6 Elevaton Bottom of Deep Pool first Aswmes fomwy a miruinier ume Neva to also ac Ws imenl Lo a TRUE 230 Bottom of Shallow Water final 25 5 Top Shallow Water (=Bottom Shallow Land) Perm Pool E/ev (nisi 26 0 Top Shallow Land (=Bottom Upland) Temp Pool E/ev must 265 Top Upland fmsl Depth Deep Pool between 1 5 and 3 it 300. Depth Shallow Water between 0 25 and 0 5 it 0501 Depth Shallow Land 7 max it 0501 Depth Upland (optional) it Depth Adequate? Deep Pool TRUE Depth Adequate? Shallow Water TRUE Depth Adequate? Shallow Land Volume Provided Volume Provided (Temp Pool) DWQ Calculated its y 4 263 Permanent Pool Surface Area ft' 6 395 Temporery Pool Surface Area ft' 10658 Volume Provided (Temp Pool) PmmaedeuConwftam fte 6836 Volume Required (TemPool) owacalmland Its 6000 Consultant Provided Enough Volumel Drawdown y Head Average on Onfice it 017 Average Fluw Q2 ft3/sec 0 035 Average Flow Qs ft3/sec 0 014 Q2Area m2 2544 Qs Area in' 1016 No of Orifices 1 Onfce Diameter in 1 50 Orifice Area m' 1 767 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 0 000 Weir Height in Weir Length in Weir C Value #DIV/01 Weir of Length it Avg Flowee Q ft"/sec 0024 Drawdown days Number of Plants Shallow Water Required (504m3 herbaceous/20092 Shallow Water) 288 1066 0 01 01 01 01 01 01 01 0 Provided herbaceous Shallow Land Required 3Options) #1 50 herbaceous/200ft2 Shallow Land 1100 1 066 0 0 0 0 0 0 0 0 0 #2 8 7 al shrubs/200fl Shallow Land 171 0 0 0 0 0 0 0 0 0 #3 Both of Ne following 1 3gal bee 1200fe Shallow Land 21 0 0 0 0 0 0 0 0 0 4041n' herbaceous1200f12 Shallow Land Provided Herbaceous 853 0 0 0 0 0 0 0 0 0 Shrubs 176 Trees f NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C. J Phillip Norris, P E John S Tunstall, P E 1429 Ash Little River Road, Ash, NC 28420 910-287-5900(office) 910-287-5902 (fax) LETTER OF TRANSMITTAL To Ms Kelly Johnson Date July 3, 2014 Job No 14013 NCDENR subject Dollar General - Brick Landing 127 Cardinal Drive Extension SW8 140511 Wilmington, NC 28405-3845 WE ARE SENDING YOU VIA MAIL ® ATTACHED ❑ UNDER SEPARATE COVER ❑ SHOP DRAWINGS ❑ PRINTS ❑ CERTIFICATE ❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER ❑ FAX TRANSMITTAL. NUMBER OF PAGES INCLUDING THIS TRANSMITTAL Call 910-287-5902 if you have any difficulty receiving this message COPIES DATE NO DESCRIPTION 1 06-30-14 Filter Strip, restored Riparian Buffer and Level Spreader Operation and Maintenance Agreement JUL 0 7 2W4 BY ® AS REQUESTED ❑ FOR YOUR USE S FOR REVIEW AND APPROVAL ❑ FORBIDS DUE ❑ FOR APPROVAL ❑ YOUR PRINTS LOANED TO US REMARKS This should complete the response to your June 18, 2014 request ofr additional information cc Rich Smith / Par 5 Development Group, LLC SIGNED Jos ph K Bland / neh CONFIDENTIAL AND PRIVILEGED Information contained in this document is privileged and confidential intended for the sole use of the addressee If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination distribution or copying of this document is strictly prohibited If you have received this document in error please immediately notify the sender and return to the address above NORMS & TUNSTALL CONSULTING ENGINEERS PC — 1127 Floral Parkway Suite 400 Wilmington, NC 28403 (910) 343-9653 (910) 343-9604 Fax John S Tunstall, PE June 26, 2014 Ms Kelly Johnson NC DENR Division of Energy, Mineral and Land Resources Surface Water Protection 127 Cardinal Drive Extension Wilmington, NC 28405-3845 Re Request for additional Information Stormwater Project No SW8 140511 Dollar general — Brick Landing NT Project No 14013 Dear Ms Johnson 1429 Ash -Little River Road Ash, NC 28420 (910) 287-5900 (910) 287-5902 Fax J Phillip Norris, PE 1ECINVK f JUN302014 BY: In response to your June 18, 2014 request for additional information letter, we offer the following 1 a Calculations have been revised so that both the 1 5" volume and the pre/post volume were checked as requested As we discussed during our telephone conversation, we have used the NOAA 1yr storm depth for our calculations based on location which equates to 3 77 in 1 b Option #2 will be utilized as discussed to provide effective infiltration 2 The hyrocad nodes have been corrected as requested 3 Enclosed is the Level Spreader Supplement The Operation & Maintenance Agreement will be provided once the signed original is received from the applicant 4 Since additional volume was provided in the basin no change was required The outlet structures have been reworked as we discussed 5 Yes, please make this correction NCBELS License C-3641 I . Ms Kelly Johnson / Dollar General — Brick Landing June 26, 2014 NT Project # 14013 Page 2 Enclosed are two (2) sets of revised plans, revised calculations, revised Wetland Supplement, and the Level Spreader Supplement Please contact us if you have any questions or comments Sincerely, NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C. Gc- Joseph K Bland, E I JKB/neh 14013 06-26-14 s-sw reps-Hr cc Mr Rich Smith / Par 5 Development Group, LLC Cij1 ovo JUN 3 0 2014 BY_ b " 1V Vlkl%la OL 1 lJ1\J Brunswick County, NC �Zb1(q J►�j —CONSULTING ENGINEERS PC Of Check dk Job For Job No c)PN DoItA� CaEna�f�M-- — F�2,c.�►��, (�4. STbatdtW � c�us 14�13 _ __ 1ZEvlsfn �✓N'RNMWAIE'� U'LGulAi�o•�S R�5£o o-a _ _ Lowtnt6nTS �V��6o $T , riLOEu2 IGrt 'N� AIM- GTEM6L_ _ (�aa_uLLhn+o �..Q paop — �aeswasroaga�_ /- - - a JUN 3 0 20% ..__� 1V UItmJ m 1lJl\�7111aJL �JIC$ —CONSULTING ENGINEERS PC Brunswick County, NC Of Check Job For Job No j?" Dot tAa_G-,.tea.-612'u� +�, 14013 V615?Mlr-16 1261 4TT V fW_ PW I PDOr V 51 nKE ' W I I ( p.5 MI L,Qf -4 DRA4I j W9 71D OA- U5E 5_�_ pt CM71p_ A vi oAI�4 GE AS_ a u owr� prsz A oolrrona2_�u rJA.0 > 3 1Iq - UNECV- 1 9" V 10 0:-k6 j T -K- u agESr s,oa v �s c lay raxr+�t�o TT?', V = O• I-76 AE-F- (p, = -1:7574CF - pos'fn CV,. = (D 071 Ac.-Fr + 0.23-1 Ac-(Z )C43�1�o5r Inc) s 13,-1 bSGp - - KQ(• 'I'25�Tlmcm �/; 13,-71J-i t-F- "I,-1S�4G= _ (volt G.F ✓ - - �a soy 4- 0q(aBll•31)=0•b' $63o(t.5)if 6)(1.91) a L.r✓ . Sr� v = -teoll s S�n�cE l.836 �' (onu �•� GZ) peCEa w„r,e t d7Y'f,- Vx�1-1.u.10 A•064 41, SuR.F4441-' O = 6011 Gt a 6 Fl• - I OO 11g SF - pRovtoe-v = to(o5"7sF CL,)1 ' - Io6to5P • 5►IA�W wq�Y-(l_ _ .4o�M = �I-Zb35r= b) b6s%6 nl be y�'LL � Za-- 16S ' �DQ-D F7LR�15 Ivor " = g I tvro.6 c 31 H IIAI. V F� %. 5TI- . vcl � �v111•�C A�l�'1 G� �D 1'7� FWL Z Oq••i �RAvUi�l•l 'C' = 2 �Pr�S' - l��y$ Qr = 1�DLl I I`729aX = p. o3s f- r- 036 \ -- 15" � = O. �1414Se'- (,� = O.b� n• olMy-) lby�(3) = o. o2lL°cr'S T= I,dtl cc= (0.02'l6C�S = ZIIoZ235 = 2.ri� o_ �a� 5 oI r IN dcAg6R. •N JIO�` ¢iYEl�Ivf INn�•t��'r •vt- 'n1E OE-5�9rt StrXLH-� T1Js 3�S�,y� �ti Uc1n-,z� 0 KM1 4 i4'L 'L 'f06%rV 40;F* cnsti LVl.Feonn uta�u ytot�+. �vE.�rs PriP T"J`� r NOAA Atlas 14, Volume 2, Version llna, 3,,..,,ti. Location name Shallotte, North Car US` Ulf r Latitude 33 9186", Longitude -78 4067° £ I��vf Elevation 29 it*.,�W source Goggle Maps POINT PRECIPITATION FREQUENCY ESTIMATES G M Bonnin D Martin B Lin T Partybok M Yields and D Riley NOAA National Vyeadier Sam. SAver Suing Maryland PF tabular J PF graphical l Maps & aerials PF tahular PDS-based point precipitation frequency estimates with 90% confidence Intervals (in inches:1 Average recurrence Interval (ye m) Durshon 0 2 5 10 25 50 100 200 11 500 11000 5-min 0 512 0 607 0 703 0650-0759) 0 787 ) (0726-0849 ( 0 887 0814-095) 0 965 083-104) 1 04 ) 0948-112 ( 1 12 101-121) 1 22 ) 109-132 131 ) 116-147 0476-0553) (058-0657) 1 54 1 66 1 78 1 93 2 O6 10-min 0 818 078-084) 0 970 (0901-105) 1 13 (104-122) 126 (116-15) 1 41 (130-12) (141-18) (151-179) (1 fi0-191) 173-208) 182-223) 2232 3-1 2174262 229--2279 15-min 0949-110 113102 132412 1475972 1647993 1789210 190-I26) 202-242 30-min 28-316 (2 2-346) 3 54376) 346-417) 3 0-1452 13047051 1566182) 1817-219) (213-249) (2445286) 300 353 397 442 489 555 6 00 60-min 176 ) 12-189 211 ) (196-229 259 (240-28) (277-324) (324-381) (3 fi3�28) (402-476) (442-527) 496-599) 541-660 2-hf ( (346�11) (4155496) (4714�569) (55-646) (60077030) 692-851) 71-958 3-hr (1930228) (245278) 1294-1349) 373.1457 454-550 524-639 597-7734 677-83 7 2-993 8910 13 206-24 2507301) 3 5-379) 2-66) (649-79 9 (319) - 843O2 66•r 3 112144 38-372) 38-470) (461-560) 7 46 8 74 10 1 11 7 141 162 12-hr E� 325 395 (358-440) 604 (455-561) 604 (543-671) (665-828) (77,' 68) (891-112) (102-130) 121-156) 137-179) (295-362) 881 121 4 , 117) 7 5 lb7(538-654) o 7 (618D (793_973) 3 (93-74) (107 -133) 4 (12255) 145-65 16 (348-4 3 161210 182422-0e 40194 46-587) 621-752 -893 901-1110 10429 11950 136-14 843 4 6) 164-211 784-243 3-0ay 4 6-509) (515-615) 6541763) (770 926) (939 4 (10 B- 32 123- 53) 14059 717) 42 162 192 218 489 89 (544 (687-814) (8 (90 3 -1 (1275)may -1 167-213) -24314378) (451-55) 560 6754 (627732) (98) (91410) (110-0) 5 (1461577191)180-224 09)7 1992- 3 10-0ay (5606) 10008 119- 39 134-158 150 179 16 - 01 190. 33 208- 61 5883679 8 7045815 101 8 8- 01 12 3 14.0 16 5 18 6 20 7 22 9 261 28 7 56-314 20-0ay 93-9 945-108 115-131) 131-150 ) (154-177) 172-199 (190-222 209-248 35-284 ) ay -00-1 (1580) 6 193 (183- 21; 0 2) (225) 1 (240280) 263O 317 6-34 (98712) 3 (123739) 117-33) (146-64) (140-59) (17203 (22249) 0 2 6 8 Si4-0ay 334639621) 7 (149166) 1 16 08 4 260-0ay -254) (272 7-288)2315) 297 9 (301-341) - (32236 379 0-405) 403 31-434 ' Precipitation frequency (PF) estinnates in this table are based on frequency, analysis of partial duration series (PDS) Numbers in parenthesis are PF estimates at kner and upper bounds of be me 90% confidence than the interval upper bound The probability (or less than that precipdation the Irnver bound) frequency Is 5% Estimates at mates peer bounds (for a given duration are not checked and average against probable recurrence manunum merva0 will preupilstion greater (PMP) estimates and may be higher than currently valid PMP values lease reter to NOAA Atlas 14 document for more information bacrc 10 1 UP PF graphical http //hdsc nws noaa gov/hdsc/pfds/pfds pnntpage html9lat=33 9186&lon=-78 4067&data 6/23/2014 40 35 30 n 9 25 c a _ a` 10 5 0� C C T TT T T T T TT C C L L L L L R R R R R R R R R rh� 'd 9 9' 6� M N A m V' n O a O O 0 ,fl O m � M N M R lO Duration 45 40 35 c , 30 a v 25 0 0 20 fi n 10 M � 2 s 10 zs so loo zoo soo ion In aCK ro IOU Average recurrence interval years Maps 8r a Created(GMT)Mon Jun 23 12 58 33 2014 NOAA Atlas 14 Volume 2 VerSlen 3 A.erage recurrence mtenal lyearsj — 1 2 5 10 25 50 100 200 500 1000 Duration — 5-mn — 2-day — 10-min — 3-nay — 15-m,n — 4-day — 30inln — 7-day — 60-mm — 1O-0ay — 2a1r — 20-nay — 3-hr — 30-aay — 6-hr — 45-oay — 12-hr — 60-0ay — 24-hr http //hdsc nws noaa.gov/hdse/pfds/pfds pnntpage htrnl?lat=33 9186&lon=-78 4067&data 6/23/2014 Large scale map Nwy�..M ° x`i Z Ocean \ South Bmnsw¢k ' *1132 n ah Dr 6W- TD— _. Back to Too US Department of Commerce National Ocean c and Atmospheric Administration National Weather Service Office of Hydrologic Development 1325 East West 1-119hvray Silver Spring MD 20910 http //hdsc nws noaa gov/hdsc/pfds/pfds pnntpage html'?lar33 9186&Ion=78 4067&data 6/23/2014 Pre Post Dev 1 P Disconnected Post Dev Storm Water Wetlands Subcat Reach Aon Ink H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\ 14013 Pre -Post 6-26-14 Type 11124-hr 1 YR Rainfall=3 77" Prepared by Norris & Tunstall Consulting Engineers - - --.- ' ___.__ -,,, 1, c u... c i„n 11r, 6/2612014 Time span=0 00-24 00 hrs, dt=0 01 hrs, 2401 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S Pre Runoff Area=57,200 sf Runoff Depth>1 63" Tc=10 0 min CN=77 Runoff=2 17 cfs 0 178 of Subcatchment 2S Disconnected Post Dev Runoff Area=22,200 sf Runoff Depth>1 85" Flow Length=242' Tc=11 5 min CN=80 Runoff=0 92 cfs 0 079 of Subcatchment 3S Connected Post Dev Runoff Area=35,000 sf Runoff Depth>3 54" Flow Length=215' Tc=O 8 min CN=98 Runoff=3 54 cfs 0 237 of Pond 1P Storm Water Wetlands Peak Elev=26 70' Storage=8,022 cf Inflow--3 97 cfs 0 315 of Discarded=0 00 cfs 0 000 of Pnmary=0 52 cfs 0 158 of Outflow--0 52 cfs 0 158 of H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\ 14013 Pre -Post 6-26-14 Type 11l 24-hr 1 YR Rainfall=3 77" Prepared by Norris & Tunstall Consulting Engineers HvdroCADO 7 10 s/n 000479 @ 2005 HydroCAD Software Solutions LLC 6/26/2014 Subcatchment 1S. Pre Runoff = 2 17 cfs @ 12 14 hrs, Volume= 0 178 af, Depth> 1 63" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0 00-24 00 hrs, dt= 0 01 hrs Type III 24-hr 1 YR Rainfall=3 77" _ Area (sf) CN Description 55,100 77 Woods, Good, HSG D 2,100 70 Woods, Good, HSG C 57,200 77 Weighted Average Tc Length Slope Velocity Capacity Description 100 Direct Entry, Subcatchment 1S: Pre Hydrograph 2 17 cfs 2 Type III 24-hr 1 YR Rainfall=3.77" Runoff Area=57,200 sf Runoff Volume=0.178 of Runoff Depth>1.63" ' Tc=10.0 min' CN=77 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24 Time (hours) — Runoft H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\ 14013 Pre-Post.6-26-14 Type I// 24-hr 1 YR Rainfall=3 77" Prepared by Norris & Tunstall Consulting Engineers HvdroCADO 7 10 s/n 000479 @ 2005 HydroCAD Software Solutions LLC 6/26/2014 Subcatchment 2S: Disconnected Post Dev Runoff = 0 92 cfs @ 12 16 hrs, Volume= 0 079 af, Depth> 1 85" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0 00-24 00 hrs, dt= 0 01 hrs Type III 24-hr 1 YR Rainfall=3 77" Area (sf) CN Description 22,200 80 >75% Grass cover, Good, HSG D Tc Length Slope Velocity Capacity Description 09 76 00157 14 Sheet Flow, Flow Across Parking Lot Smooth surfaces n= 0 011 P2= 4 50" 106 166 00003 03 Shallow Concentrated Flow, Grassed Waterway Kv= 15 0 fps 115 242 Total Subcatchment 2S. Disconnected Post Dev Hydrograph 1 0 92 cfs Type III 24-hr 1 YR Rainfall=3.77" Runoff Area=22,200 sf Runoff Volume=0.079 of Runoff Depth>1.85" Flow Length=242' Tc=11.5 min CN=80 0 0 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 i6 19 20 21 22 23 24 Time (hours) —Runoff H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\ 14013 Pre-Post.6-26-14 Type 11124-hr 1 YR Rainfall=3 77" Prepared by Norris & Tunstall Consulting Engineers Subcatchment 3S: Connected Post Dev Runoff = 3 54 cfs @ 12 01 hrs, Volume= 0 237 af, Depth> 3 54" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0 00-24 00 hrs, dt= 0 01 hrs Type III 24-hr 1 YR Rainfall=3 77" Area (sf) CN Description 9,100 98 Paved parking & roofs 25,900 98 Paved parking & roofs 35,000 98 Weighted Average Tic Length Slope nn) (feet) (ft/ft) 08 215 00100 Capacity Description 45 157 Circular Channel (pipe), PVC Header Pipe Diam= 8 0" Area= 0 3 sf Perim= 2 1' r= 0 IT n= 0 010 PVC, smooth interior Subcatchment 3S. Connected Post Dev Hydrograph 3 54 cfs Type III 24-hr 1 YR 3 Rainfall=3.77rr Runoff Area=35,000 sf Runoff Volume=0.237 of 2- Runoff Depth>3.54rr Flow Length=215' Tc=0.8 min ' CN=98 a 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) —Runoff H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\ 14013 Pre-Post.6-26-14 Type I// 24-hr 1 YR Rainfall=3 77" Prepared by Norris & Tunstall Consulting Engineers HvdmCAD® 7 10 s/n 000479 @ 2005 HydroCAD Software Solutions LLC 6/26/2014 Pond 1P• Storm Water Wetlands Inflow Area = 1 313 ac, Inflow Depth > 2 88" for 1 YR event Inflow = 3 97 cfs @ 12 01 hrs, Volume= 0 315 of Outflow = 0 52 cfs @ 12 67 hrs, Volume= 0 158 af, Atten= 87%, Lag= 39 4 min Discarded = 0 00 cfs @ 0 00 hrs, Volume= 0 000 of Primary = 0 52 cfs @ 12 67 hrs, Volume= 0 158 of Routing by Stor-Ind method, Time Span= 0 00-24 00 hrs, dt= 0 01 hrs Peak Elev= 26 70' @ 12 67 hrs Surf Area= 12,369 sf Storage= 8,022 cf Plug -Flow detention time= 274 2 min calculated for 0 158 of (50% of inflow) Center -of -Mass det time= 148 6 min ( 919 2 - 770 6 ) Volume Invert Avail Storage Storage Description #1 26 00' 18,765 cf Above PPE (Prismatic) Listed below (Recalc) Elevation Surf Area Inc Store Cum Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 2600 10,657 0 0 2700 13,114 11,886 11,886 2750 14,405 6,880 18,765 Device Routing Invert Outlet Devices #1 Primary 25 00' 4 0" x 25 0' long Outlet Culvert RCP, square edge headwall, Ke= 0 500 Outlet Invert= 24 40' S= 0 0240'P Cc= 0 900 n= 0 010 PVC, smooth interior #2 Device 1 26 00' 1 6" Vert NCDENR Orifice C= 0 600 #3 Device 1 26 60' 2 00' x 2 00' Honz Top of Box Limited to weir flow C= 0 600 #4 Discarded 26 70' 15 O' long x 30 0' breadth Emergency Spillway Head (feet) 0 20 0 40 0 60 0 80 1 00 1 20 1 40 160 Coef (English) 2 68 2 70 2 70 2 64 2 63 2 64 2 64 2 63 Discarded OutFlow Max=O 00 cfs @ 0 00 hrs HW=26 00' (Free Discharge) t-4=Emergency Spillway ( Controls 0 00 cfs) Pnmary OutFlow Max=O 52 cfs @ 12 67 hrs HW=26 70' (Free Discharge) t-1=Outlet Culvert (Inlet Controls 0 52 cfs @ 6 0 fps) �2=NCDENR Orifice (Passes < 0 05 cfs potential flow) 3=Top of Box (Passes < 0 79 cfs potential flow) H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\ 14013 Pre -Post 6-26-14 Type 111 24-hr 1 YR Rainfall=3 77" Prepared by Norris & Tunstall Consulting Engineers HvdroCAD® 7 10 s/n 000479 © 2005 HvdroCAD Software Solutions LLC 6/26/2014 Pond 1 P: Storm Water Wetlands Hydrograph Inflow Area=1.313 ac Peak Elev=26.70' Storage=8,022 cf 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 16 19 20 Time (hours) — Inflow Outflow — Discarded — Pnmary H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\ 14013 Pre-Post.6-26-14 Type Ill 24-hr 1 YR Rainfall=3 77" Prepared by Norris & Tunstall Consulting Engineers D7 Stage -Area -Storage for Pond 1 P Storm Water Wetlands Elevation Surface Storage (feet) (sq-ft) (cubic -feet) 2600 10,657 0 2602 10,706 214 2604 10,755 428 2606 10,804 644 2608 10,854 860 2610 10,903 1,078 2612 10,952 1,297 2614 11,001 1,516 2616 11,050 1,737 2618 11,099 1,958 2620 11,148 2,181 2622 11,198 2,404 2624 11,247 2,628 2626 11,296 2,854 2628 11,345 3,080 2630 11,394 3,308 2632 11,443 3,536 2634 11,492 3,765 2636 11,542 3,996 2638 11,591 4,227 2640 11,640 4,459 2642 11,689 4.693 2644 11,738 4,927 2646 11,787 5,162 2648 11,836 5,398 2650 11,886 5,636 2652 11,935 5,874 2654 11,984 6,113 2656 12,033 6,353 2658 12,082 6,594 2660 12,131 6,836 2662 12,180 7,080 2664 12,229 7,324 2666 12,279 7,569 2668 12,328 7,815 2670 12,377 8,062 2672 12,426 8,310 2674 12,475 8,559 2676 12,524 8,809 2678 12,573 9,060 2680 12,623 9,312 2682 12,672 9,565 2684 12,721 9,819 2686 12,770 10,074 2688 12,819 10,330 2690 12,868 10,586 2692 12,917 10,844 2694 12,967 11,103 2696 13,016 11,363 2698 13,065 11,624 2700 13,114 11,886 Elevation Surface Storage (feet) (sq-ft) (cubic -feet) 2702 13,166 12,148 2704 13,217 12,412 2706 13,269 12,677 2708 13,321 12,943 2710 13,372 13,210 2712 13,424 13,478 2714 13,475 13,747 2716 13,527 14,017 2718 13,579 14,288 2720 13,630 14,560 2722 13,682 14,833 2724 13,734 15,107 2726 13,785 15,382 2728 13,837 15,659 2730 13,889 15,936 2732 13,940 16,214 2734 13,992 16,493 2736 14,044 16,774 2738 14,095 17,055 2740 14,147 17,338 2742 14,198 17,621 2744 14,250 17,906 2746 14,302 18,191 2748 14,353 18,478 2750 14,405 18,766 H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\ 14013 Pre-Post.6-26-14 Type 111 24-hr 10 YR Rainfall=7 00" Prepared by Norris & Tunstall Consulting Engineers Time span=0 00-24 00 hrs, dt=0 01 hrs, 2401 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S Pre Runoff Area=57,200 sf Runoff Depth>4 36" Tc=10 0 min CN=77 Runoff-5 86 cfs 0 477 of Subcatchment 2S Disconnected Post Dev Runoff Area=22,200 sf Runoff Depth>4 68" Flow Length=242' Tc=11 5 min CN=80 Runoff--2 32 cfs 0 199 of Subcatchment 3S Connected Post Dev Runoff Area=35,000 sf Runoff Depth>6 76" Flow Length=215' Tc=0 8 min CN=98 Runoff--6 62 cfs 0 453 of Pond 1P Storm Water Wetlands Peak Elev=26 92' Storage=10,857 cf Inflow=7 81 cfs 0 652 of Discarded=4 18 cfs 0 212 of Pnmary=0 55 cfs 0 279 of Outflow=4 73 cfs 0 491 of H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\ 14013 Pre -Post 6-26-14 Type 11124-hr 10 YR Rainfall=7 00" Prepared by Norris & Tunstall Consulting Engineers ._ ___.__ — C.J.d.....n 11 l` A/iii/inl4 Pond 1P• Storm Water Wetlands Inflow Area = 1 313 ac, Inflow Depth > 5 95" for 10 YR event Inflow = 7 81 cfs @ 12 01 hrs, Volume= 0 652 of Outflow = 4 73 cfs @ 12 16 hrs, Volume= 0 491 af, Atten= 39%, Lag= 8 9 min Discarded = 4 18 cfs @ 12 16 hrs, Volume= 0 212 of Primary = 0 55 cfs @ 12 16 hrs, Volume= 0 279 of Routing by Stor-Ind method, Time Span= 0 00-24 00 hrs, dt= 0 01 hrs Peak Elev= 26 92' @ 12 16 hrs Surf Area= 12,920 sf Storage= 10,857 cf Plug -Flow detention time= 172 8 min calculated for 0 491 of (75% of inflow) Center -of -Mass det time= 85 9 min ( 846 4 - 760 6 ) Volume Invert Avail Storage Storage Description #1 26 00' 18,765 cf Above PPE (Prismatic) Listed below (Recalc) Elevation Surf Area Inc Store Cum Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 2600 10,657 0 0 2700 13,114 11,886 11,886 2750 14,405 6,880 18,765 Device Routing Invert Outlet Devices #1 Primary 25 00' 4 0" x 25 0' long Outlet Culvert RCP, square edge headwall, Ke= 0 500 Outlet Invert= 24 40' S= 0 0240 T Cc= 0 900 n= 0 010 PVC, smooth interior #2 Device 1 26 00' 16" Vert NCDENR Orifice C= 0 600 #3 Device 1 26 60' 2 00' x 2 00' Honz Top of Box Limited to weir flow C= 0 600 #4 Discarded 26 70' 15 O' long x 30 0' breadth Emergency Spillway Head (feet) 0 20 0 40 0 60 0 80 1 00 1 20 140 1 60 Coef (English) 2 68 2 70 2 70 2 64 2 63 2 64 2 64 2 63 Discarded OutFlow Max=4 18 cfs @ 12 16 hrs HW=26 92' (Free Discharge) -4--Emergency Spillway (Weir Controls 4 18 cfs @ 1 3 fps) Primary OutFlow Max=O 55 cfs @ 12 16 hrs HW=26 92' (Free Discharge) t1=Outlet Culvert (Barrel Controls 0 55 cfs @ 6 3 fps) �2=NCDENR Onfice (Passes < 0 05 cfs potential flow) 3=Top of Box (Passes < 4 76 cfs potential flow) H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\ 14013 Pre -Post 6-26-14 Type Ill 24-hr 10 YR Rainfall=7 00" Prepared by Norris & Tunstall Consulting Engineers Hvrlrnr.Andb 7 1 n s/n 000479 © 2005 HvdroCAD Software Solutions LLC 6/26/2014 Pond 1P. Storm Water Wetlands Hydrograph Inflow Area=1.313 ac Peak Elev=26.92' Storage=10,857 cf 4 73 cis a 1 2 3 4 5 6 7 8 9 11 12 13 14 15 16 17 18 Time (hours) 22 23 2, ID flowutflowiscarded nmary H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\ 14013 Pre -Post 6-26-14 Type 11124-hr 100 YR Rainfall=10 00" Prepared by Norris & Tunstall Consulting Engineers HydroCAD® 7 10 sln 000479 © 2005 HydroCAD Software Solutions LLC 6/26/2014 Time span=0 00-24 00 hrs, dt=0 01 hrs, 2401 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S Pre Runoff Area=57,200 sf Runoff Depth>7 12" Tc=10 0 min CN=77 Runoff--9 44 cfs 0 780 of Subcatchment 2S Disconnected Post Dev Runoff Area=22,200 sf Runoff Depth>7 51" Flow Length=242' Tc=11 5 min CN=80 Runoff=3 66 cfs 0 319 of Subcatchment 3S Connected Post Dev Runoff Area=35,000 sf Runoff Depth>9 76" Flow Length=215' Tc=O 8 min CN=98 Runoff--9 48 cfs 0 653 of Pond 1P Storm Water Wetlands Peak Elev=27 03' Storage=12,248 cf Inflow=11 40 cfs 0 972 of Discarded=7 57 cfs 0 436 of Pnmary=0 57 cfs 0 374 of Outflow--8 14 cfs 0 810 of H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\ 14013 Pre-Post.6-26-14 Type 11124-hr 100 YR Rainfall=10 00" Prepared by Norris & Tunstall Consulting Engineers HvdroCAD® 7 10 sin 000479 © 2005 HydroCAD Software Solutions LLC 6/26/2014 Pond 1P: Storm Water Wetlands Inflow Area = 1 313 ac, Inflow Depth > 8 88" for 100 YR event Inflow = 1140 cfs @ 12 01 hrs, Volume= 0 972 of Outflow = 8 14 cfs @ 12 09 hrs, Volume= 0 810 af, Atten= 29%, Lag= 4 7 min Discarded = 7 57 cfs @ 12 09 hrs, Volume= 0 436 of Primary = 0 57 cfs @ 12 09 hrs, Volume= 0 374 of Routing by Stor-Ind method, Time Span= 0 00-24 00 hrs, dt= 0 01 hrs Peak Elev= 27 03' @ 12 09 hrs Surf Area= 13,185 sf Storage= 12,248 cf Plug -Flow detention time= 141 7 min calculated for 0 810 of (83% of inflow) Center -of -Mass det time= 72 0 min (827 0 - 755 0 ) Volume Invert Avail Storage Storage Description #1 26 00' 18,765 cf Above PPE (Prismatic) Listed below (Recalc) Elevation Surf Area Inc Store Cum Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 2600 10,657 0 0 2700 13,114 11,886 11,886 2750 14,405 6,880 18,765 Device Routing Invert Outlet Devices #1 Primary 25 00' 4 0" x 25 0' long Outlet Culvert RCP, square edge headwall, Ke= 0 500 Outlet Invert= 24 40' S= 0 0240 T Cc= 0 900 n= 0 010 PVC, smooth interior #2 Device 1 26 00' 1 5" Vert NCDENR Orifice C= 0 600 #3 Device 1 26 60' 2 00' x 2 00' Horiz Top of Box Limited to weir flow C= 0 600 #4 Discarded 26 70' 15 0' long x 30 0' breadth Emergency Spillway Head (feet) 0 20 0 40 0 60 0 80 1 00 120 140 1 60 Coef (English) 2 68 2 70 2 70 2 64 2 63 2 64 2 64 2 63 Discarded OutFlow Max=7 57 cfs @ 12 09 hrs HW=27 03' (Free Discharge) t-4=Emergency Spillway (Weir Controls 7 57 cfs @ 1 5 fps) Primary OutFlow Max=O 57 cfs @ 12 09 hrs HW=27 03' (Free Discharge) L1=Outlet Culvert (Barrel Controls 0 57 cfs @ 6 5 fps) L2=NCDENR Orifice (Passes < 0 06 cfs potential flow) 3=Top of Box (Passes < 7 31 cfs potential flow) H \PROJECTS\2014\14013 DOLLAR GENERAL BRICKLANDING\14013 CALCS\Storm Water\ 14013 Pre -Post 6-26-14 Type /// 24-hr 100 YR Rainfall=10 00" Prepared by Norris & Tunstall Consulting Engineers HydroCAD® 7 10 sin 000479 © 2005 HydroCAD Software Solutions LLC 6/26/2014 m `u 0 LL Pond 1P Storm Water Wetlands Hydrograph 12- 11 40 cis 11Inflow Area=1.313 ac 10- 9 Peak Elev=27.03' 1814� Storage=12,248 cf 757 cfs 7 6 5- 4 3- 2 1 _ 0 57 cis 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 nme (11OU15) Inflow ® OU1flOw Discarded Pnmary FMA NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Governor June 18, 2104 Mr Brian Clodfelter, Manager Par 5 Development Group 2860-B NC Highway 5 Aberdeen, NC 28315 Subject Request for Additional Information Stormwater Project No SW8140511 Dollar General - Brick Landing Brunswick County Dear Mr Clodfelter John E Skvada, III Secretary The Wilmington Regional Office received and accepted a State Stormwater Management Permit Application for the subject project on May 9, 2014 A preliminary in-depth review of that information has determined that the application is not complete The following information is needed to continue the stormwater review SA Waters a Volume Determination It appears from the interactive map, http //portal ncdenr orc/web/Ir/sw-permithng map, that this project is subject to SA waters If this is not the case, please provide a map of the project's location in the watershed with the half -mile line drawn around the SA waters showing that the project is not within a half mile of and draining to SA waters Projects subject to SA requirements are required to treat the greater of either the 1 5" or the 1 yr24hr pre/post storm Historically this has been done with the Simple Method, but the TR-55 Discrete Curve Number Method is now at public notice This method is available for use, though the implementation has not been finalized The Division recently had training on this method by a consulting firm, and it is our understanding that TR-55 cannot be used to calculate the 1 5" stone because the 1 5" stone is not a statistically-denved value If the project is subject to SA requirements, please provide the following two volume calculations, and ensure that the system is designed for the greater of the two resulting volumes i Simple Method at 1 5" u TR-55 Discrete Method for the 1 yr24hr pre/post stone (4 08rn rn Southport) No Discharge to SA Waters (SL2008-211, Section 2(b),(1)(c)) It appears that the design is intended to comply with the no discharge requirement by discharging the wetland's effluent to an area capable of providing effective infiltration In your resubmiltal please clarify how the design will comply based on the "Options for Complying with the No Direct Discharge to SA Waters Requirement" summary available on our websrte, http //portal ncdenr org/c/loumal/view article content?groupld=4711509&articleld=19393011 TR-55 The TR-55 Method (http //www cpesc org/reference/tr55 pdfl allows for composrting curve numbers with unconnected impervious areas and total impervious area less than 30% This project is 4019% impervious Please do not composite the impervious curve numbers (CN=98) with the pervious curve numbers in subcatchment 2S Additional information is also available on page 3-9 of the BMP Manual 3 Level Spreader Please submit the supplement and the 0&M for the proposed level spreader 4 Plans and Wetland Design I have not reviewed the plans or the wetland design because the treatment volume will likely change based on my volume estimates I will review the wetland design of the next submittal Division of Energy, Mineral, and Land Resources Land Quality Section - Wilmington Regional Office 127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • (910) 796-7215 / Fax (910) 350-2004 Mr Clodfelter June 18, 2014 Applicant It appears that the applicant should be "Par 5 Development Group LLC' ("LLC' was left off of the application ) With your permission I will correct and initial this change to the application Please remember that a change to one number may have a domino effect on other numbers Please check all plans, calculations and forms to ensure that the numbers are consistent throughout Please note that this request for additional information is in response to a preliminary review The requested information should be received in this Office pnor to July 18, 2014, or the application will be retumed as incomplete The return of a protect will necessitate resubmission of all required items, including the application fee If you need additional time to submit the information, please mail, email or fax your request for a time extension to the Division at the address and fax number at the bottom of this letter The request must indicate the date by which you expect to submit the required information The Division is allowed 90 days from the receipt of a completed application to issue the permit The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215 1 and is subject to enforcement action pursuant to NCGS 143-215 6A Please reference the State assigned protect number on all correspondence Any original documents that need to be revised have been sent to the engineer or agent All onginal documents must be retumed or new onginals must be provided Copies are not acceptable If you have any questions conceming this matter please feel free to call me at (910) 796-7215 or email me at Kelly p tohnson@ncdenr gov naSince ly' l Engineer GDSlkpt G 1WQ1Shared\Stormwater,Permits & Protects120141140511 HD12014 06 addinfo 140511 cc Phil Norns, PE Wilmington Regional Office Stormwater File Page 2 of 2 NCDENR - Stormwater Permitting Map Viewer Page I of'] NC Dapertrtnnt of EnNronmont and Natural Ras..,, Energy Mineral and Land Resources - Stormwater Permitting Map Viewer ,Back to Stormwater Permitting (hupl/Ptnal. ncdenr.orWwebAr/¢wmaps) Stormwater Permitting Map Viewer Enter Address: 1351 brick landing road, shallotte nc Find Address Rezet Latitude (decimal degrees, N): Longitude (deal tnal degrees, W): Find Location N..:I N convrrt deg rn, dW , Indd, to d lmal fo @ 1p rn.o.m —, mm�l O , I t n4+ ewrd _ LLz n tlx MCRESS N,id hW, tlns N y n... l I Jeq ,rty and InI, ,..I k . miI AJdias 414 hNY rvIth d" "Ide, (un1i1, f ISeNanY Glrnyusrilov at 19191 W/ 6 t ] J! IM111any geergnullaz6�denl.ynv Click Pa 111e aap to se,- permuting insarmadas. Pteose check With the fora government to verify current boundaries and speri(ir starmwater regWremetuts. raWa.�.an.rautN.Nps N.rsenµ arlv�.,My,,,�e..imp.erv.Mu..,aw....,..,wi...w�wn ma ceps rna.n raw.. n.y, n.p....i...ea...u.1. ..... 101In-- I.e.— Uy 'm .gym. m.a. aryn.w. myncneiy,.� -•�.. �.. ,�: N.C. Department at Fn,dronment and Natural Rasources 1M11 Mwl Y-nl.r (ent, "'I -la", do i.... ilAl naoayun ,tb...... onJNnu„mx,—,Ireu6m,lm I, lw. lays A. .,.agate IIWI, 111 N. Sanimil S1. Toll+.•, t811, Su WIFl littp://portal.ticdenr.org/web/Ir/sw-permitting-map 6/ 18/2014 C�smer; Jo From Casmer, Jo Sent. Thursday, May 29, 2014 9 09 AM To: 'Bnan@Rhetsoncompanies com', 'Phil Noms' Subject Dollar General Brick Landing, Stormwater Permit SW8 140511 The Wilmington Regional Office of the Division of Energy, Mineral, and land Resources (Stormwater Section) received the Stormwater Permit Application and $505 00 fee on May 9, 2014 Your project will be assigned to a staff member and you will be notified if additional information is needed Please be advised that the construction of budt upon area may not commence until the Storrwater Permit is issued Jo Casmer Administrative Assistant for DEMLR/Stormwater Section NC Department of Environment & Natural Resources Division of Environmental Assistance & Customer Service 127 Cardinal Drive Extension Wilmington, NC 28405 Phone (910) 796-7336 Fax (910) 350-2004 Email correspondence to and from this address may be sub/ect to the North Cambria Public Records Law and may be disclosed to third parties LOMpi Protect Name li l y /V!-(? e(fL e��2\ CK Ld1N7�A)CI Received Date qmf� 11 Protect Location 1 M�T1L / ��Ro NS Accepted Date 1\ Rule(s) 19astal ❑1995 Coastal Phase II (WiRO) Universal ®1988 Coastal 008 Co1:1 Type of Permit New or Mod or PR Existing Permit # (Mod or PR) PE Cert on File? Density. -HD - or JLD- Type --C mme? ial---or---Residential -_— _ _uNCG,}{� (% OK?)Stream Class W ®SA Map ®Offsite to SW8 GthrinArlpd? Guhfimminn nr S ele t I—IORW Map nEXempt Paperwork Emalled Engineer on. 1 Supplement(s) (1 original per BMP) BMP Type(s) (�F-I I ON7 TO LS/ IFS &M with correct/original signatures (1 original per BMP except LS/VFS and swoles) Application with correct/original signatures�L`L �eed ❑ ®Corp or LLC Sig Auth per SoS or letter DEmad Address Design Engineer ®$505 (within 6mo) 1:1Emad Address Owner Sods Report with SHWT fvwC C�QCk Note to Reviewer: �k\o J 06alculations (signed/sealed) SC5 (f%�-((���r�&b ®No obvious errors l Density includes common areas, etc ad Restrictions, ifsubdivided "Signed & Notarized ®Correct Template (Car Plans ®2 Sets F-1Gradmg ❑Viamty Map ®Legend Infiltration Soils Report SHWT Bottom Visited Additional Information: Pprmittpd Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc) Wetlands Delineated or No Wetlands ®Layout (proposed BUA dimensions) F1DA MapsProtect Boundaries Wet Pond Offsite Soils Report 1:1PE Cert for Master ED Deed Rest for Master �SHWT pp BUA Permitted (Master) BUA Proposed (Offsite) Proposed Proposed - Lot # Lot # Matches Master sf sf Proposed BUA (sf) DA (sf) PP (el) SHWT (el) Depth (ft) SA (sf) NORMS & TUNSTALL CONSULTING ENGINEERS PC 1127 Floral Parkway Suite 400 Wilmington, NC 28403 (910)343-9653 (910)343-9604 Fax John S Tunstall, PE May 6, 2014 Ms Jo Casmer NC DENR Division of Energy, Mineral and Land Resources 127 Cardinal Drive Extension Wilmington, NC 28405-3845 Re State Stormwater Permit Submittal Dollar General — Brick Landing Brunswick County, NC N&T Project No 14013 Dear Ms Casmer F CEIVE MAY 0 g 29%4 1429 Ash -Little River Road Ash, NC 28420 (910)287-5900 (910)287-5902 Fax J Phillip Norris, PE Enclosed are two (2) sets of plans for the above referenced project, one (1) set of calculations, one (1) copy of the Stormwater Narrative, one (1) USGS map, one (1) copy of the soils / infiltration system report, one (1) copy of the deed, one (1) copy of the Articles of Organization, the original Stormwater Management Permit application, the original Wetlands Supplement form, the original Wetlands Operation and Maintenance Agreement and a $505 00 check for the permit review fee Please review this information for approval and contact us with any questions or comments you may have Thank you for your assistance on this project Sincerely, NORRIS & TUNSTALL CONSULTING ENGINEERS, P.0 Joseph K Bland, E I JKB/neh 14013 05-06-14-s-sw-Itr Enclosures cc Rich Smith / Par 5 Development Group, LLC NCBELS License C-3641 a&L II III[ 1I'I B2911 IlllltllllO llllllllll rr IIIIII1! g2 P+9•: °1 ^er 3 _ 6 -'& M nt CBWI f Refund r Cmh S _Finance _ O wroma aidaanant ere Oleplde eve a ardltlon mmme�. ] DxunaNmmam sees �rned lryola6W a' �dbatrannot0a rego0uatl ermpleC No I nI, C,,nifivauon Requtsttd o4�ii l�@win`u1' �Ilsin STATE OF NORTH ARO P�ITCLAIM DEED REVENUE STAMPS $0 00 Tax Map # See Exhibit A for Parcel ID9s DRAWN BY and RETURNED TO Amanda Kirbv, KIRBY LAW FIRM PLLC - n Brief Legal Description Lots 521, 257-59 9ct�.�b�N Village _ Tract 3-A „ no���j ` JI1nVVl arw®6ffmr�.lr$a�ap This deed, made and enter into thiss� ) 'iu��zsr _.''_009 by and between JEFFREY A MILLIKEN and wi Sl NJA R MILLIKEN, the - Grantors, and LLOYD'S OYSTER HOUSE, INC„ the Grantee (A North Carolina corporation), whose permanent mailing address is 1642 VILLAGE POINT ROAD, SHALLOTTF, NC 28459 nn WITNESSETH, that said Grantor, and IbPvaluable consideration paid _ by the Grantee, the receipt of N4kq ✓p)g 6owledged, has remised and released and by these presents docs;L jik * co +� 'LLforever quitclaim unto the Grantee his heirs and/or successors and I sivit, title claim and interest of the Grantor in and to a certain lot or parcel of land located in the County of BRUNSWICK, State of NORTH CAROLINA more particularly described as follows SEE EXHIBIT A FOR LEGAL DESCRIPTION To have and to hold the aforesaid t%or R gether with all privileges and _ appurtenances [hereunto beloggltlgO�'�', is hmrs and/or successors and assigns free and discharged righfm or interest of the Grantor or anyone - claiming by through or under him The designation Grantor and Grantee as used herein shall include said parties their heirs successors and assigns and shall include singular, plural masculine, feminine or neuter as required by context 4 � In witness whereof the Grantor � 141i�sgCU ai d seal the day and year first _ above written n(jIf�MVU�I lJ �nMlo�rs�, (SLAL) Mp/I/LL/In/KEN ///��1�f //�//�/� li /c / 1Rt JLtit.ltX & (SFAL) ECEIVE MAY 0 9 20% BY. _ i A16 13 i 00 00" W 078° 24' 30 00" W 078° 24 00 00" W 078° 23 30 00" W 078° 23 00 00" W fill z „�>I '� J'° �' 'JC mad z o � .ter � 1R �" �\ - r � � �/'t"�'.,— �+.✓ g m ^ CeWE m ( < Gravel I ( ra Gvel it i %Rty {� _ J �. = o r( t s- m I ava Pn z —rl 52 "_ / 1; r � 11 115 11C •.,--y ' �'L ti lMt c..r (� r._. t� aJk Park d � �g DOLLAR ," � .1 7` •,Jr � \\ a �� `�� ••� 7 o � 0{ GENERAL 7 \ BRICKLAN NG � �- �. 1� � L{`41 �_, � .'" r• -a t�\ . a. o \ CV °�1l\ .�il. •lam` � �\ C i U la"L � /�•: z nJ ` cam. !• ..."'' a n1 '(�' z .ter .ils l�.:l l L -_-- ------WATERWA • V ` PSTA pCC z OV o Co n 2. To . 1 00 00 W 078' 24 30 00" W 078° 24 0000 W 078° 23' 30 00" W 078° 23' 00 00' W eCei E MAY 0 9 20% BY SCALE 1 24000 t4o(3 ` ECS CAROLINAS LLP r "Bettina thL S+and3rd for Servcc' Geotechnical • Construction Materials • Environmental • Facdules ec i 11, dE,, a rgFh, 13,1 sc ra I ad' &Twwa Fkn 32?� April 7, 2014 Mr Phil Noms, P E. Norris & Tunstall Consulting Engineers, PC 1429 Ash Little River Road Ash, North Carolina 28420 E C E I V E Reference Report of Infiltration Testing MAY 0 9 20i� 1351 Bncklandmg Road Southwest Shallotte, Brunswick County, North Carolina ECS Protect No 22 20503 BY Dear Mr Noms ECS Carolinas, LLP (ECS) recently conducted infiltration testing for the design of the stormwater best management practice (BMP) area at 1351 Bncklandmg Road Southwest in Shallotte, Brunswick County, North Carolina This letter, with attachments, is the report of our testing Field Testing On April 3, 2014, ECS conducted an exploration of the subsurface sod and groundwater conditions at one requested location shown on the attached Test Location Plan (Figure 1) ECS located the test area with a boring plan provided by Noms & Tunstall Consulting Engineers, PC The purpose of this exploration was to obtain subsurface Information of the In -place sods for the stormwater BMP area ECS explored the subsurface sod and groundwater conditions by advancing one hand auger boring into the existing ground surface at the requested boring location ECS visually classified the subsurface soils and obtained representative samples of each soil type encountered ECS also recorded the groundwater level and the seasonal high water table (SHWT) observed at the time of the hand auger boring The attached Infiltration Testing Form provides a summary of the subsurface conditions encountered at the hand auger boring location The SHWT and groundwater elevation were estimated at the boring location below the existing grade elevation A summary of the findings are as follows ECS has conducted one infiltration test utilizing a compact constant head permeameter near the hand auger boring In order to estimate the infiltration rate for the subsurface soils Infiltration tests are typically conducted at two feet above the SHWT or In the most restrictive sod horizon This test was performed at the surface elevation due to the shallow nature of the groundwater 6714 Netherlands Drive, Wilmington, NC 28405 • T 910-686-9114 • www ecsilmded com ECS CWd Swvic , PLLC • ECS Caml6ua, LLP • ECS Central PLLC • ECS FIOMe LLC • ECS MU-01:crrdc, LLC ECS " kI -. L LLC • ECS Sr,i -eK LLC • ECS Tema, LLP Report of Infiltration Testing 1351 Bnddanding Road Southwest Site Shallotte. Brunswick County, North Carolina ECS Prcyad No 22 20503 April T, 2014 Field Test Results Below is a summary of the infiltration test results Location :. Description Depth ._ Inches! �. S1 •.+ ' r, hour , B-1 Gray fine SAND 10 inches I7 4 Infiltration rates and SHWT may vary within the proposed site due to changes in elevation and subsurface conditions The activities and evaluative approaches used in this assessment are consistent with those normally employed in assessments of this type ECS's testing of site conditions has been based on our understanding of the project information and the data obtained during our field activities ECS appreciates the opportunity to provide our services to you on this project If you have any questions concerning this report or this project, please contact us at (910) 686- 9114 Respectfully, ECS CAROLINAS, LLP K Brooks Wall Project Geologist 2!�J Stamm Principal Attachments Figure 1 - Test Location Plan Infiltration Testing Form 2 i Infiltration Testing Form 1351 Bncklanding Road Site Shallotte, Brunswick County, North Carolina ECS Project No 22.20503 April 3, 2014 Location Depth Sod Description B-1 0-8" Gray fine SAND 8"-16" Dark gray silty SAND (hardpan) 16"-32" Tan fine SAND Seasonal High Water Table was estimated to be at 10 inches below the existing grade elevation Infiltration Rate 7 4 per hour Test was conducted at 10 inches below existing grade elevation Groundwater was encountered at 20 inches below the existing grade elevation STORMWATER SYSTEM & EROSION CONTROL NARRATIVE Dollar General — NC 179 @ Brick Landing Road Shallotte, North Carolina for Par 5 Development, LLC 2860-B NC Hwy #5 Aberdeen, NC 28315 910-944-0881 FMAY 0 9 April 2014 BY Prepared by NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C. 1127 Floral Parkway, Suite 400 Wilmington, North Carolina 28403 (910) 343-9653 (910) 343-9604 (Fax) License # C-3641 N&T Project No 14013 NARRATIVE DESCRIPTION The project site is a two (2) acre tract located in Brunswick County The sods of the site consist of partly wooded — gray sandy sods and grades ranging from 0% to 3% Approximately two (2) acres will be graded to allow construction of a Dollar general — retad store with paved parking and paved access The runoff from the site is estimated using the SCS Peak discharge method 10-year design storm and rainfall data for the area Construction is scheduled to begin as soon as all permits and approvals are obtained EROSION CONTROL MEASURES The attached plans and specifications outline the requirements for erosion control measures Silt fencing will be provided where stormwater would be expected to sheet flow from disturbed areas directly to adjacent property Gravel check dams will not be provided unless the Contractor has to temporarily discharge into an open ditch instead of the proposed storm drain outfall A gravel construction entrance will be constructed at the proposed driveway connection Maintenance will be provided by the grading contractor and developer STORMWATER MANAGEMENT MEASURES The project site is located in Brunswick County Land disturbing on the site will exceed one acre, which requires the site to comply with the State and County Regulations The stormwater runoff from the development will be directed to the stormwater wetlands The stormwater wetlands was designed to accommodate this site at 40 19% impervious area lot coverage CONSTRUCTION SEQUENCE The Contractor will install the gravel construction entrance and silt fence prior to beginning any clearing and grading operations Additional silt fence will be installed when and if conditions warrant during construction The Stormwater wetlands will be constructed immediately after that portion of the site is cleared, and outlet structure with protection will be installed Disturbed areas will be landscaped or seeded upon completion EROSION CONTROL NOTES AND MAINTENANCE PLAN All erosion and sediment control measures will be checked for stability and operation following every runoff -producing rainfall, but in no case, less than once every week and within 24 hours of every half -inch rainfall 2 All points of egress will have construction entrances that will be periodically top - dressed with an additional 2 inches of #4 stone to maintain proper depth They will be maintained in a condition to prevent mud or sediment from leaving the site Immediately remove objectionable material spilled washed or tracked onto the construction entrance or roadways Diversion ditches will be cleaned out immediately to remove sediment or obstructions from the flow area The diversion ridges will also be repaired Swales must be temporarily stabilized within 21 calendar days of cease of any phase of activity associated with a swale 4 Sediment will be removed from behind the sediment fence when it becomes half filled The sediment fence will be repaired as necessary to maintain a barrier Stakes must be steel Stake spacing will be 6 feet max with the use of extra strength fabric, without wire backing Stake spacing will be 8 feet max when standard strength fabric and wire backing are used If rock filters are designed at low points in the sediment fence, the rock will be repaired or replaced if it becomes half -full of sediment, no longer drains as designed or is damaged Land Quality Requires 5 All seeded areas will be fertilized, reseeded as necessary and mulched according to specifications in the vegetative plan to maintain a vigorous, dense vegetative cover All slopes will be stabilized within 21 calendar days All other areas will be stabilized within 15 working days Water Quality Requires 6 All seeded areas will be fertilized, reseeded as necessary and mulched according to specifications in the vegetative plan to maintain a vigorous, dense vegetative cover All perimeter dikes, swales, ditches, perimeter slopes, all slopes steeper than 3' horizontal to 1' vertical (3 1) and all high quality water (HQW) zones shall be provided temporary or permanent stabilization with ground cover as soon as practicable but in any event within seven (7) calendar days from the last land - disturbing activity All other disturbed areas shall be provided temporary or permanent stabilization with ground cover as soon as practicable but in any event within fourteen (14) calendar days from the last land -disturbing activity 7 Flocculants will be used to address turbidity issues The pumps, tanks, hoses and inject systems will be checked for problems or turbid discharges daily Refer to new NPDES rules regarding basin outlet structures and skimmers shall withdraw water from the surface END OF SECTION SECTION 02920 SOIL EROSION AND SEDIMENTATION CONTROL GENERAL 1 1 Contractor shall take every reasonable precaution throughout construction to prevent the erosion of sod and the sedimentation of streams, lakes, reservoirs, other water impoundments, ground surfaces, or other property as required by State and Local regulations 12 The Contractor shall install all required silt fences, and construction entrances at the initiation of work, and have these measures reviewed and approved by the local permit authonty prior to clearing and grading operations 13 The Contractor shall, within 21 days of suspension or completion of land disturbing activities, provide permanent protective covering for disturbed areas Temporaryand permanent erosion control measures shall be coordinated to assure economical, effective, and continuous erosion and siltation control throughout the construction and post -construction period Use the speafied seed for both temporary and permanent seeding 2 PRODUCTS 21 Asphalt for anchoring mulch shall be Type SS-1 Emulsion 22 Fertilizer shall be 10-10-10 grade or equivalent 23 Lime shall be dolomitic agricultural ground limestone containing not less than 10 percent magnesium oxide 24 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other suitable material free of undesirable weed seed 25 Phosphate shall be 20 percent superphosphate or equivalent 26 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping Red Fescue, and 24% Annual Rye grain Bermuda seed shall be hulled for warm weather planting and unhulled for cool weather planting Purity of seed shall be a minimum of 98 percent and germination shall be a minimum of 85 percent 27 Silt fence shall consist of NCDOT Class A fabric supported by metal posts spaced not more than 6 feet on center The bottom of the fabric shall be buried a minimum of 6 inches 28 Gravel for check dams shall be #57 washed stone 29 Aggregate for construction entrance shall be #4 washed stone 210 Stone np rap for check dams and erosion control shall be NCDOT Class A or B as shown 3 EXECUTION 31 General Take every practicable measure during construction or suspension to work to minimize erosion and siltation Measures should include good construction practices, temporary physical barriers to sediment travel, settling basins for new ditches, and establishment of vegetative cover 32 Construction Practices 3 2 1 Avoid dumping sod or sediment into any wetland or watercourse 3 2 2 Maintain an undisturbed vegetative buffer where possible between a natural watercourse and trenching and grading operations 3 2 3 Avoid equipment crossings of streams, creeks, and ditches where practicable 3 2 4 Grade all cut, fill and ditch slopes to minimum slope of 3 1, unless otherwise shown or directed 33 Temporary Physical Barriers are required where sedimentation on offsite property or excessive erosion is a problem 3 3 1 Mulch shall be used for temporary stabilization of areas subject to excessive erosion and for protection of seedbeds after planting where required Apply grain straw and hay at a rate of 75 to 100 pounds per 1,000 square feet and wood chips at a rate of 500 pounds per 1,000 square feet Jute and mesh should be installed as per manufacturer's instructions Asphalt emulsion for slope stabilization should be applied at a rate of 1,000 gallons per acre Asphalt emulsion used for anchoring straw should be applied at a rate of 150 gallons per ton of straw 3 3 2 Silt Fences shall be used at the base of slopes to restrict movement of sediment from the site Clean silt fence of accumulated sediment after each rainfall event or when it exceeds a depth of 0 5 feet above natural grade 333 Stone Check Dams, placed at the discharges of creeks, ditches, and swales, shall consist of Class A or Class B erosion control stone at minimum two feet high and three feet thick across the watercourse, with a one foot thick layer of gravel on upstream side Remove sediment if accumulated to a depth of 10 feet at upstream face 34 Vegetative Cover Establish and maintain permanent vegetative cover on all unpaved areas disturbed by the work 3 4 1 Preparation of Seedbed Areas to be seeded shall be scarified to a depth of 4 inches and until a firm, well pulverized, uniform seedbed is prepared Lime, phosphorous and fertilizer shall be applied during the scarification process in accordance with the following rates Lime 45 pounds per 1000 square feet Phosphorous 20 pounds per 1,000 square feet Fertilizer 17 pounds per 1000 square feet 342 Seeding Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square feet of the specified seed mixture Seed shall be worked into the bed to a depth of 1/4 inch Regrade and seed eroded areas immediately 3 4 3 Mulch all areas immediately after seeding Mulch shall be applied and anchored as specified hereinbefore Reapply as necessary to retain cover until grass is established 35 Construction Entrance Provide an aggregate drive, 20 feet wide by 50 feet long by 6 inches thick at each entrance to the site used by construction vehicles, until such time as the permanent roadway is constructed Remove soil if accumulated to a depth greater than 0 5 inches 36 Maintenance The Owner and Contractor shall be responsible for maintaining all temporary and permanent erosion control measures Temporary structures shall be maintained until such time as vegetation is firmly established in the area protected by the structure Permanent streambank protection and grassed areas shall be maintained until completion of the project Areas that fail to show a suitable stand of grass or which are damaged by erosion shall be immediately repaired END OF SECTION north Carolina Secretary of State Page 1 of 2 Account Login Register North Carollm Elaine F. Marshall DEPARTMENT OF THE Secretary SECRETARY OF STATE PQ Box 24522 Raingh, NC 2762"622 (919)07.2000 Date 4/22/2014 Click here to View Document Filings I File an Annual Report I Print a Pre -populated Annual Report Fellable PDF Form I Amend A Previous Annual Report I Corporation Names Name Name Type NC PAR 5 DEVELOPMENT GROUP, LEGAL LLC Limited Liability Company Information SOSID 1043159 Status Current -Active Effective Date 5/13/2008 Citizenship DOMESTIC State of Inc NC Duration 12/31/2058 Annual Report Status CURRENT Registered Agent Agent Name CLODFELTER, BRIAN R Office Address 2860-B NC HWY 5 ABERDEEN NC 28315 Mailing Address 2860-B NC HWY 5 ABERDEEN NC 28315 Principal Office Office Address 2860-B NC HWY 5 ABERDEEN NC 28315 Mailing Address 2860-B NC HWY 5 ABERDEEN NC 28315 Officers/Company Officials Title MANAGER Name BRIAN R CLODFELTER Business Address 136 BARNES PT WEST END NC 27376 Title Name Business Address MANAGER RUDY L PITTMAN 15 OAKMONT CIRCLE PINEHURST NC 28374 EceivE MAY 092014 BY,_ http //www secretary state nc us/corporations/Corp aspx9PttemId=8808107 4/22/2014 � Worth Carolina Secretary of State Page 2 of 2 This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system Version 2836 http //www secretary state nc us/corporations/Corp aspx?PttemId=8808107 4/22/2014 SOSID 0385360 Date Filed 10/10/2013 12 27 00 PM CD-479(51) Business Corporation Annual Report Elaine F Marshall 12-6 11 North Carolina Secretary of State Name of Business Corporation LLOYDS OYSTER HOUSE, INC Secretary of State ID 0385360 State of Formation NC Fiscal Year Ending 12 31 12 I hereby certify that an annual report completed In its entirety has been submitted and the information requested below (required by NCGS 55 16 22) has not changed and is therefore complete Section A: Registered Agent's Information 1 Name of Registered Agent LLOYS R MILLIKEN 2 Signature of the New Registered Agent 3 Registered Office Street Address & County 4 Registered Office Mailing Address 1642 VILLAGE POINT RD SW P 0 BOX 2972 SHALLOTTE NC28459 BRUNSWICK SHALLOTTE NC28459 BRUNSWICK Section B: Principal Office Information 1 Description of Nature of Business PROCESSING SEAFOOD 2 Principal Office Phone Number 910-231-2217 3 Principal Office Email 4 Principal Office Street Address & County 5 Principal Office Mailing Address 1642 VILLAGE POINT ROAD 1642 VILLAGE POINT ROAD SHALLOTTE NC28470 SHALLOTTE NC28470 Section C- Officers (Enter additional Officers in Section E ) Name LLOYD R MILLIKEN Name Name Title PRESIDENT Title Title Address Address Address 1642 VILLAGE PT RD SHALLOTTE NC28470 Section D. Certificabon of nuai Report Section D must be completed in its entirety by a person/business entity 9/16/2013 sigtratwe ff must Y. sigma by on oalcer of cmporatwn) Daft LLOYD R MILLIKEN PRESIDENT Print a Type name of office Till. NCCZZOIL 027112 Casmer, Jo From Sent To Subject Attachments Completed form attached Casmer, Jo Wednesday, April 02, 2014 2 45 PM 'Nancy Howell' Water Classification Request Attached Dollar General Brick Landing pdf fo Casmer Administrative Assistant for DEMLR/Stormwater Section NC Department of Environment & Natural Resources Division of Environmental Assistance & Customer Service 127 Cardinal Drive Extension Wilmington, NC 2M5 Phone (910) 796-7336 Fax (910) 350-2004 Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties Permit No State of North Carolina Department of Environment and Natural Resources Division of Water Quality - ^ E I VE a 'u WATER QUALITY CLASSIFICATION REQUEST FORM MAR 3 1 2014 This form may be photocopied for use as an original PROJECT INFORMATION BY In order to determine the receiving stream for a project in a coastal county or whether a State Stormwater Management Permit will be required for a project in a non -coastal county, the classification of the closest downslope surface waters (the surface waters that any sheet flow or overflow from the project would flow toward) must be determined Please complete Sections I and II below DWQ Staff will determine the receiving stream classification, complete Section III, and return the completed form to you 1 Project Name Dollar General - Brick Landing County Brunswick 2 Contact Person Phil Norris, P E 3 Mailing Address 1429 Ash Little River Road 4 City Ash State NC Zip 28420 Phone No 910-287-5900 5 Name of closest downslope rface wa rs Jinny'S Branch 6 Signature of contact persoZnADate_ / 7 Is a Sedimentation Erosion Control Plan or a CAMA Major Permit required? ®YES ❑NO II REQUIRED ITEMS An 8 5" x 11" copy of the appropriate portion of a USGS quad sheet showing the projects property boundaries, receiving stream, major roads or State Roads numbers, and nearest town or city must be attached Mail the entire package to NCDENR Division of Water Quality Surface Water Protection Section - Stormwater at the Appropriate Contact Address (see the following page) III CLASSIFICATION REQUEST (To be completed by Regional Office personnel) 1 Name of surface waters J 2 River Basin lumPSEiL JIndex No 15-35- 1- Ito - I- (L) 3 Classification (as established by the EMC) 6A d HQV'1 4 Proposed Classification, if applicable t4 I R 5 State Stormwater Management Permit r q it dv ES ❑NO Cam''lots A'Nte r10gk)14%Q[t1%Vn4) 6 Signature of Regional Office personnel _Date H/111 cc DWQ -Regional Office C/ Consultant Building Inspector Central Files wee ` 7-7ACt-If_0 �MWI`YLS SWu 111 060608 Page 1 of 2 Casmer, Jo From Nancy Howell [nhowell@ntengmeers com] Sent Thursday, March 27, 2014 10 29 AM To: Casmer, Jo Subject Water Quality Classification Request Dollar General - Brick Landing (NT 14013) Attachments 14013 03-27-14 wtr gfty class pdf Jo, Attached is the request for the water quality classification Should you need additional information, please contact us Nancy Nancy E Howell — Office Manager Norris & Tunstall Consulting Engineers, P C 1429 Ash Little River Road Ash, NC 28420 910-287-5900(phone) 910-287-5902(Fax) It is the professional opinion of Norris & Tunstall Consulting Engineers, P C and Norris, Kuske & Tunstall Consulting Engineers, Inc that this electronic information provides design mformationcurrent as of the date of its release It shall be the responsibility of the party receiving the data to examine it to see that it contains the necessary files and information requested In transfernnf the files in electronic media format, Norns & Tunstall Consulting Engineers, PC and Norris, Kuske & Tunstall Consulting Engineers, Inc makes no represntations as to the usability or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing fromthose used by Norris & TUnstall Consulting Engineers P C and Norris, Kuske & Tunstall Consulting Engineenngs, Inc in to preparation of such data A , CA201324618604 Date Filed 9/3/2013 2 42 00 PM LIMITED LIABILITY COMPANY ANNUAL Elaine F Marshall North Carolina Secretary of State NAME OF LIMITED LIABILITY COMPANY SECRETARY OF STATE ID NUMBER 1043159 STATE OF FORMATION NC RImg OIIlro Uaa Only REPORT FOR THE YEAR 2013 SECTION REGISTERED AGENTS INFORMATION O Changes 1 NAME OF REGISTERED AGENT BRIAN R. CLODFELTER 2. SIGNATURE OF THE NEW REGISTERED AGENT SIGNATURE CONSTnUfES CONSENT TO THE APPOINTMENT 3 REGISTERED OFFICE STREET ADDRESS&COUNTY 4 REGISTERED OFFICE MAILING ADDRESS 2860—B NC HWY 5 ABERDEEN. NC 28315. MOORE SECTIONS PRINCIPAL OFFICE INFORMATION 2860—B NC HWY 5 ABERDEEN, NC 28315 1 DESCRIPTION OF NATURE OF BUSINESS LAND DEVELOPMENT 3 PRINCIPAL 2. PRINCIPAL OFFICE PHONE NUMBER 910-944-0881 OFFICE EMAIL 4 PRINCIPAL OFFICE STREET ADDRESS&COUNTY 5 PRINCIPALOFFICE MAIUNG ADDRESS 2860—B NC HWY 5 2860—B NC HWY 5 ABERDEEN, NC 28315E MOORE ABERDEEN, NC 28315 SECTION MANAGERS/MEMBERS/ORGANIZERS(Enter additional Managers/Members/Organizers In Section E) SEE STATEMENT 1 NAME Fi" ADDRESS NAME TITLE ADDRESS NAME TITLE ADDRESS SECT TIFICATI N OF A IRUAL REPORT Section D must be completed in its entirety by a person/bustness entity �1271L3 LIRE � DATE Form most be al9nab by a Manapedmem l ale0 user Sebon L of Ns brm �r r�yvl/ C(odfe u, MANAGER/MEMBER Print or TyPe Name of MrIapMMa W IDLE SUBMIT TNIS ANNUAL REPORT Wm1 THE PEOURED FILING FEE OF S200 259251 0402 13 MALL TO Seoletery of State Coq ombone Dlvlslun Post OM1oe Box 29525 Releo NC 27US M25 CA201324618604 PAR S"DEVELOPMENT GROUP LLC Privacy Redaction NC ANNUAL REPORT MEMBERS NAMES AND ADDRESSES STATEMENT 1 RUDY L PITTMAN 55 PAGE ROAD PINEHURST, NC 28374 BRIAN CLODFELTER 3030 SEVEN LAKES WEST WEST END, NC 27376 STATEMENT(S) 1 �g n D b m N A O O 033' 54' 00.00" N 033° 54- 30.00" N 033" 55' 00.00" N 033' 55' 30.00" N 033° 56' 00,00" N 033' 56' 7 of � `.•,,. �'-•� .17,> to J.- �� LJ r \ ..� �>1f � � � •mil �!f � r�¢. � �, "'k, ( r� J�` _ 033° 54' OO.OD" N 033" 54' 30.00" N 033' 55' 00.00" N 033° 55' 30.00" N 033" 56' 00.00" N 033" 56' 1 SAM Pit 25 37 j� R, !Jp . `L, L ' r.. .f Y�i S` �/r '�,n ! ._.� My Ru ` a„ w.+�ry Ej �� •�t�?1. ♦• t - r" mil. �,„ � •,• I •:'�" r-. � _: �'�•'--"*ate,:;.. �-:-.. � S m- x,P • i � .fFi ,. � . »• ' P8 rk ow, v • + .x top TAT WA Lam' •'� 76 '^w.. Vasimiiade Information Ma , nage , meni Ede Jasits Queries 6ammustradon Help Select Waterbody waterbody Name Mwsl� — NCDENR- State Sto... , Description Basin 'Stream Index-Num Current Cie Propot source to a point 0 E milesupsiewrof Sr Lumber 15-25-2-16-141) CSw a _pp�mt 0.5 miles upstream Of Brunswick Lumber 15-25-2-16-1-0 5) C S. HQIN QaCK Qlose 3 Waterbocly(s) found Ready SO: WB&L man.ai Fnase II ors interactive a Employ— Sign In A awkvviliift R*wn'9MMLnaqeffA Elie IaSKS Queries 6dirlinistration )jeep a�- M7 - - - ------ - - A Find Repla Arrange 7 Select Dramng EdItim NC DENR - Stdte Sin._ dose I flydrDIW Order 2 Waters o s) found Ready SID: WBSI. ,., a �, r„ ncdencorg - 0. X NCDENR Stormwa_. File Edit View Favorites Tools Help �4 �4 BEACON 0 LLC Looltup d. NPDES General Permits ,. BMP Manual ,. Forms Latitude (decimal degrees, N): 33.919593 Longitude (decimal degrees, W): 78.407164 Find Location Need to cat ert oegree<. i tinuio ,, to iie :mat r,. or, just enter coordinates in the ADDRESS field like this: (deg min sec) (-deg min sec), and then click Find address'. Need help With this rnap?Contact eethanv Georgoulias at (919) 867-6372 or Le;r,=n r. ',ins=r �nc«n-d Click on the mop to see permitting information. Please check with the local government to verify current boundaries and specific stormwater requirements.