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HomeMy WebLinkAboutSW8120801_HISTORICAL FILE_201208071/1 STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO SW8 120 $ 01 DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS 1$ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE j o ki 02 01 YYYYMMDD I / + AiAp [��pl�(�1 V \ DE R North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Charles Wakild, P E Governor Director August 7, 2012 Harold C Morton and Kavi E Morton, Owners 199 Country Club Blvd Jacksonville, NC 28540 Subject State Stormirater Management Permit No SW8120801 Morton Commercial Tract High Density Commercial Wet Detention Pond Project Onslow County Dear Mr Morton Dee Freeman Secretary The Wilmington Regional Office received a complete Stormwater Management Permit Application for Morton Commercial Tract on August 3, 2012 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 SW8120801 dated August 7, 2012, for the construction, operation and maintenance of the BMP's and built upon areas associated with the subject project This permit shall be effective from the date of issuance until August 7, 2020 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, certification of the BMP's, procedures for changes of ownership, transferring the permit, and renewing the permit Failure to establish an adequate system for operation and maintenance of the stormwaler management system, to record deed restrictions, to certify the BMP's, 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 1508 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 corn 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 Chris Baker, at (910) 796-7215 Sincerely s� or Charles W dd, P E , Director Division of Water Quality GDS/ csb S IWQS\Stormwater\Permits 8 Projects\2012\120801 HD\2012 08 permit 120801 cc David K Newsom, P E, Crystal Coast Engineering, P A Onslow County Budding Inspections Wilmington Regional Office Stormwater File Wilmington Regional Office 127 Cardinal Drive Extension Wilmington North Carolina 28405 One Phone 910-796-7215 \ PAX 910-350-2004 \ DENR Assistance 1 877 623-6748 North Carols la Internet w nmaterquality org 'Al—C. //, , State Stormwater Management Systems Permit No SW8 120801 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY STATE STORMWATER MANAGEMENT PERMIT HIGH DENSITY COMMERCIAL DEVELOPMENT In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended and other applicable Laws, Rules, and Regulations PERMISSION IS HEREBY GRANTED TO Harold C Morton and Kavi E Morton Morton Commercial Tract Gum Branch Road, Richlands, Onslow County FOR THE construction, operation and maintenance of a wet detention pond(s) in compliance with the provisions of 15A NCAC 2H 1000 and Session Law 2008-211 (hereafter collectively referred to as the "stormwater rules') the approved stormwater management plans and specifications and other supporting data as attached and on file with and approved by the Division of Water Quality and considered a part of this permit This permit shall be effective from the date of issuance until August 7, 2020, 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 18 on page 3 of this permit The stormwater control has been designed to handle the runoff from 258,798 square feet of impervious area 3 A 50' wide vegetative buffer must be provided adjacent surface waters, measured horizontally from and perpendicular to the normal pool of impounded structures, the top of bank of both sides of streams and rivers and the mean high water line of tidal waters 4 The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per approved plans The built -upon area for the future development is limited to 175,000 square feet 5 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 6 The runoff from all built -upon area within the permitted drainage area(s) of this project must be directed into the permitted stormwater control system 7 The following design criteria have been provided in the wet detention pond and must be maintained at design condition Page 2 of 7 State Stormwater Management Systems Permit No SW8 120801 a Drainage Area, ?cres 953 Onsite, ft 415,155 Offsite, ft2 N/A b Total Impervious Surfaces, ft2 258,798 Onsite, ft 83,798 Offsite, ft2 175,000 c Design Storm, inches 1 5 d Average Pond Design Depth, feet 45 e TSS removal efficiency 90% f Permanent Pool Elevation, FMSI� 330 Permanent Pool Surface Areq, ft 21,218 h Permitted Storage Volume, ft 32,370 1 Temporary Storage Elevation, FMSL 3535 J Pre-dev 1 yr-24 hr discharge rate, cfs 022 k Controlling Orifice 2" 0 pipe I Orifice flowrate, cfs 007 m Permitted Forebay Volume, ft3 19,615 n Fountain Horsepower 1/4 o Receiving Stream/River Basin UT to New River / White Oak p Stream Index Number 19-(1)) q Classification of Water Body "C,NSW' II SCHEDULE OF COMPLIANCE 1 The stormwater management system shall be constructed in its entirety, vegetated and operational for its intended use prior to the construction of any built -upon surface 2 During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired immediately 3 The permittee shall, at all times, provide the operation and maintenance necessary to assure the permitted stormwater system functions at optimum efficiency The signed and approved Operation and Maintenance Agreement must be followed in its entirety and maintenance must occur at the scheduled intervals including, but not limited to a Semiannual scheduled inspections (every 6 months) b Sediment removal c Mowing and re -vegetation of slopes and the vegetated filter d Immediate repair of eroded areas e Maintenance of all slopes in accordance with approved plans and specifications f Debris removal and unclogging of outlet structure, orifice device, flow spreader, catch basins and piping g Access to the outlet structure must be available at all times 4 Records of maintenance activities must be kept and made available upon request to authorized personnel of DWQ The records will indicate the date, activity, name of person performing the work and what actions were taken 5 Decorative spray fountains will be allowed in the stormwater treatment system, subject to the following criteria a The fountain must draw its water from less than 2' below the permanent pool surface b Separated units, where the nozzle, pump and intake are connected by tubing, may be used only if they draw water from the surface in the deepest part of the pond c The falling water from the fountain must be centered in the pond, away from the shoreline d The maximum horsepower for a fountain in this pond is 1/4 horsepower Page 3 of 7 State Stormwater Management Systems Permit No SW8 120801 6 The facilities shall be constructed as shown on the approved plans This permit shall become void unless the facilities are constructed in accordance with the conditions of this permit, the approved plans and specifications, and other supporting data 7 Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of this permitted facility, a certification must be received from an appropriate designer for the system installed certifying that the permitted facility has been installed in accordance with this permit, the approved plans and specifications, and other supporting documentation Any deviations from the approved plans and specifications must be noted on the Certification A modification may be required for those deviations 8 If the stormwater system was used as an Erosion Control device, it must be restored to design condition prior to operation as a stormwater treatment device, and prior to occupancy of the facility 9 Access to the stormwater facilities for inspection and maintenance shall be maintained via appropriate recorded easements at all times 10 The 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 any item shown on the approved plans, including the stormwater management measures, built -upon area, details, etc b Redesign or addition to the approved amount of built -upon area or to the drainage area c Further development, subdivision, acquisition, lease or sale of any, all or part of the protect 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 11 Prior to the construction of any permitted future areas shown on the approved plans, the permittee shall submit final site layout and grading plans to the Division for approval 12 The Director may notify the permittee when the permitted site does not meet one or more of the minimum requirements of the permit Within the time frame specified in the notice, the permittee shall submit a written time schedule to the Director for modifying the site to meet minimum requirements The permittee shall provide copies of revised plans and certification in writing to the Director that the changes have been made 13 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 This permit is not transferable to any person or entity except after notice to and approval by the Director At least 30 days prior to a change of ownership, or a name change of the permittee or of the project, or a mailing address change, the permittee must submit a completed and signed Name/Ownership Change Form to the Division of Water Quality, accompanied by the supporting documentation as listed on the form The approval of this request will be considered on its merits and may or may not be approved Page 4 of 7 State Stormwater Management Systems Permit No SW8 120801 2 The permittee is responsible for compliance with all permit conditions until such time as the Division approves the transfer request Neither the sale of the protect in whole or in part, nor the conveyance of common area to a third party constitutes an approved transfer of the stormwater permit 3 Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute 143-215 6A to 143-215 6C 4 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 5 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 6 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 7 The permit remains in force and effect until modified, revoked, terminated or renewed The permit may be modified, revoked and reissued or terminated for cause The filing of a request for a permit modification, revocation and re -issuance or termination does not stay any permit condition 8 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 9 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 7th day of August, 2012 NO H CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION ChariesNVakild, P erector Division of Water Quality By Authority of the Environmental Management Commission Page 5 of 7 State Stormwater Management Systems Permit No SW8 120801 Morton Commercial Tract Stormwater Permit No SW8 120801 Onslow County Designer's Certification I, , as a duly registered in the State of North Carolina, having been authorized to observe (periodically/ weekly/ full time) the construction of the project, (Project) for (Project Owner) hereby state that, to the best of my abilities, due care and diligence was used in the observation of the project construction such that the construction was observed to be built within substantial compliance and intent of the approved plans and specifications The checklist of items on page 2 of this form is included in the Certification Noted deviations from approved plans and specifications Signature Registration Number Date SEAL Page 6 of 7 State Stormwater Management Systems Permit No SW8 120801 Certification Requirements 1 The drainage area to the system contains approximately the permitted acreage 2 The drainage area to the system contains no more than the permitted amount of built -upon area 3 All the built -upon area associated with the project is graded such that the runoff drains to the system 4 All roof drains are located such that the runoff is directed into the system 5 The outlet structure elevations are per the approved plan 6 The outlet structure is located per the approved plans 7 Trash rack is provided on the outlet structure 8 All slopes are grassed with permanent vegetation 9 Vegetated slopes are no steeper than 3 1 10 The inlets are located per the approved plans and do not cause short-circuiting of the system 11 The permitted amounts of surface area and/or volume have been provided 12 Required drawdown devices are correctly sized and located per the approved plans 13 All required design depths are provided 14 All required parts of the system are provided, such as a vegetated shelf, and a forebay 15 The required system dimensions are provided per the approved plans 16 All components of the stormwater BMP are located in either recorded common areas, or recorded easements cc NCDENR-DWQ Regional Office Onslow County Building Inspections Page 7 of 7 �— DWQ USE ONLY D t eived go Fee Paid Permit Nu ber 4 277 `/1 Applicable Mle0 Coastal SW — 1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construction (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 Water Quality STORMWATER MANAGEMENT PERMIT APPLICATION FORM This form may 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 ) Morton Commercial Tract 2 Location of Project (street address) NCSR 1308 (Gum Branch Road) @ NCSR 1316 (Rhodestown Road) City Richlands Township County Onslow Zip 28574 3 Directions to project (from nearest major intersection) From the intersection of NC 24 and US 17 in lacksonville, north on US 17 approx 15 miles to Gum Branch Road, left on Gum Branch Road approx 7 9 miles, site on left 4 Latitude 340 51 15 4 N Longitude 770 29' 10 5" W of the main entrance to the project II PERMIT INFORMATION 1 a Specify whether project is (check one) ®New ❑Modificahon b If this application is being submitted as the result of a modification to an existing permit list the existing permit number its issue date (if known) and the status of construction ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer s certification 2 Specify the type of project (check one) ❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other 3 If this application is being submitted as the result of a previously returned application or a letter from DWQ 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 ESedunentation/Erosion Control 4 i. 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 ' R rCEIVED AUG 0 05 2012 Form SWU 101 Version 07Jun2010 Page 1 of 6 i III CONTACT INFORMATION 1 a Print Applicant / Signing Official s name and title (specifically the developer, property owner, lessee, designated government official, individual, etc who owns the project) Applicant/Organization Harold C Morton and Kavj E Morton, Ir Signing Official & Title Harold C Morton and Kavi E Morton, owners b Contact information for person listed in item la above Street Address 199 Country Club Blvd City Jacksonville State NC Zip 28540 Mailing Address (if applicable) City State Phone (910 1 324-3023 Fax Email Zip c Please check the appropriate box The applicant listed above is ® The property owner (Skip to Contact Information item 3a) ❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information item 2a and 2b below) ❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information item 2a and 2b below) ❑ Developer* (Complete Contact Information, item 2a and 2b below ) 2 a Print Property Owner s name and title below if you are the lessee purchaser or developer (This is the person who owns the property that the project is located on) Property Owner/Organization Signing Official & Title b Contact information for person listed in item 2a above Street Address City Mailing Address (if applicable) City Phone ( 1 Email State State Fax Zip Zip 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 ( 1 Email 4 Local junsdiction for building permits Point of Contact State Fax ( ) Phone # Form SWU 101 Version 07Jun2010 Page 2 of 6 Zip �TiJVED AUG 00 2012 _1Y IV PROJECT INFORMATION 1 In the space provided below briefly summarize how the stormwater runoff will be treated Stormwater emanating from the project will be collected, diverted and treated in a wet detention pond 2 a If claiming vested rights identify the supporting documents provided and the date they were approved ❑ Approval of a Site Specific Development Plan or PUD Approval Date ❑ Valid Budding 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 Il — Post Construction 3 Stormwater runoff from this project drams to the White Oak (New River) River basm 4 Total Property Area 9 74 acres 5 Total 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) = Total Project Area` 9 74 acres Total project area shall be calculated to exclude the followin the normal 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 The resultant project area is used to calculate overall percent built upon area (BUA) Non coastal wetlands landward of the NHW (or MHW) line may be included in the total project area 8 Project percent of impervious area (Total Impervious Area / Total Project Area) X 100 = 61 % 9 How many drainage areas does the project have71 (For high density, count 1 for each proposed engineered stormwater BMP For low density and other projects use I for the 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 UT of New River Stream Class * C NSW Stream Index Number * 19-(1) Total Drainage Area (so 415,155 sf On -site Drainage Area (so 415,155 sf Off -site Drainage Area (so -0- Proposed Impervious Area** (so 258,798 sf % Impervious Area** (total) 61% Impervious Surface Area Drainage Area 1 Drainage Area _ Drainage Area _ Drainage Area On -site Buildmgs/Lots (so 11 070 sf On -site Streets (so -0- On-site Parking (so 70,282 sf On -site Sidewalks (so 2 446 sf Other on -site (so -0- Future (so 175 000 sf Off -site (sf) -0- Existing BUA*** (sf) Total (sf) 1 258 798 SF * Stream Class and Index Number can be determined at httm //mortalncdenr ororg/web/wq[ps/esu/classifications ** Impervious area is defined as the built upon area including but not limited to buildings roads parking areas sidewalks gravel areas etc *** Report only that amount of existing BUA that will remain after development Do not report any eirstmBhil�lvthi_a"D is to be removed and which will be replaced by new BUA j Form SWU 101 Version 07Jun2010 Page 3 of 6 AUG 0 3 2012 RY 11 How was the off -site impervious area listed above determined? Provide documentation N/A Protects in Union County Contact DWQ Central Office staff to check if the project is located within a Threatened & Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B 0600 V SUPPLEMENT AND O&M FORMS The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms must be submitted for each BMP specified for this project The latest versions of the forms can be downloaded from htto //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 Water Quality (DWQ) A complete package includes all of the items listed below A detailed application instruction sheet and BMP checklists are available from htto //portal ncdenr org/web/wq/ws/su/statesw/forms docs The complete application package should be submitted to the appropriate DWQ Office (The appropriate office maybe found by locating project on the interactive online map at htto //portal ncdenr org/web/wq/ws/su/maps ) Please indicate that the following required information have been provided by initialing in the space provided for each item All original documents MUST be signed and initialed in blue ink Download the latest versions for each submitted application package from hUp ////portal ncdenr org/web/wq/ws/su/statesw/forms does Ini als 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 (F P— Form (if required as per Part VII below) 3 Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M 'rp agreement(s) for each BMP 4 Permit application processing fee of $505 payable to NCDENR (For an Express review refer to ep htto / /www envhelp org/12ages/onestopexpress 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/managementfor the project This is required in addition to the brief summary provided in the Project Information item 1 6 A USGS map identifying the site location If the receiving stream is reported as class SA or the n receiving stream drams to class SA waters within'k mile of the site boundary, include the'i mile radius on the map 7 Sealed signed and dated calculations 8 Two sets of plans folded to 8 5" x 14" (sealed signed & dated) including _ ' L— 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 lines • Delineate the vegetated buffer landward from the normal pool elevation of impounded structures the banks of streams or rivers, and the MHW (or NHW) of tidal waters i Dimensioned property/project boundary with bearings & distances j Site Layout with all BUA identified and dimensioned k Existing contours proposed contours spot elevations fmished 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) dramage easements pipe sizes runoff calculations rECEIVEI� o Drainage areas delineated (included in the main set of plans, not as a separate document) p Vegetated buffers (where required) AUG 0 � L012 Form SWU-101 Version 07Jun2010 Page 4 of 6 BY Copy of any applicable sods report with the associated SHWT elevations (Please identify pe 10 11 A copy of the most current property deed Deed book 382 Page No 12-13 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 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 htto //www secretary state nc us/Corporations/CSearch aspxx VII DEED RESTRICTIONS AND PROTECTIVE COVENANTS elevations in addition to depths) as well as a map of the boring locations with the existing elevations and bormg logs Include an 8 5 xll copy of the NRCS County Sods map with the project area clearly delineated For projects with infiltration BMPs the report should also mclude the sod type expected infiltration rate, and the method of determining the infiltration rate (Infiltration Devices submitted to WiRO Schedule a site visit for DWQ to verify the SHWT prior to submittal (910) 796-7378 ) e —yj I A- 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 htto //portal ncdenr org/web/wq/ws/su/statesw/forms docs 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 DWQ, 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 addressmg requests for additional mformation) Consulting Engineer David K Newsom, PE Consulting Firm Crystal Coast Engmeermg, PA Mailing Address 205-3 Ward Road City Swainsboro Phone (910 ) 325-0006 Email crystalcoastengWbizec rr com State NC Zip 28584 Fax (910 ) 325-0060 IX PROPERTY OWNER AUTHORIZATION (if Contact information item 2 has been filled out, complete this section) I (print or type name of person listed in Contact Information item 2a) cerhfy 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) with (print or type name of organization listed in Contact Information item la) 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 mamtenance of the stormwater system Form SWU 101 Version 07Jun2010 Page 5 of 6 DECEIVED AUG 03 2012 BY ____ 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 DWQ Stormwater permit reverts back to me, the property owner As the property owner, it is my responsibility to notify DWQ immediately and submit a completed Name/Ownership Change Form within 30 days otherwise I will be operating a stormwater treatment facility without a valid permit I understand that the operation of a stormwater treatment facility without a valid permit is a violation of NC General Statue 143-215 1 and may result in appropriate enforcement action including the assessment of civil penalties of up to $25,000 per day pursuant to NCGS 143-215 6 Signature a Notary Public for the State of do hereby certify that Date County of personally appeared before me this _ day of , and acknowledge the due execution of the application for a stormwater permit Witness my hand and official seal SEAL My commission X APPLICANT'S CERTIFICATION I, (print or type name of person listed in Contact Information item la) Harold C Morton and Kant E Morton, Tr certify that the information included on this permit application form is to the best of my knowledge correct and that the project will be constructed in conformance with the approved plans, that the required deed restrictions and protective covenants will be recorded and that the proposed project complies with the requirements of the applicable stormwater rules under 15A NCAC 2H 1000 SL 200 246 (Ph II — Post Construction) or SL 2008-211 Signature �°CO0' t Date. I,/ / /e a/N/otary Public for the State of �' County of I �. do he c by certify that V!/l(OP/�L° ` 9 $�C///A i'�i%� personally appeared before me this day of V a and a owledge ue execution of the application for a stormwater permit Witness my hand and official seal p10Tft, ....ems i„ttnnniuii� SEAL My commission expires�C.�go� Form SWU 101 Version 07Jun2010 Page 6 of 6 RECEIVED AUG 0 3 201Z BY y MEMORY TRANSMISSION REPORT FILE NO 979 DATE 08 08 07 18 TO S 919103250060 DOCUMENT PAGES 8/'� START TIME 08 08 ti7 19 END TIME 08 08 07 20 PAGES SENT / 8 STATUS OK ttk SUCCESSFUL TX NOTICE TIME FAX NO 1 NAME +�e $tutu of North Catotlav fsepvrtmeoi of 8vvtrevmevt aaU Natoo� Amoa r�r W�tm�aplov Replovvl OMae Berry 2iaysv +� —. Govervor FAX COVER 9IIEET Co ,✓�S71L O.�'S T� ��y 08-08-'12 07 20 910-350-2018 DENR Wilmington !Mr lYrm�rw 9ectetary No Pagers <excl cover) �� atom i9�aam Photte (9101 %V6-"13i6 Fex (91O1330-2004 I2, Csdlnel Oelve EMMelon Wll mingmn Nc 2H05 - (... ) 1. 7213 - M O -u Ahlnv .a A.., —.—ploy. State of North Carohna Department of Environment and Natural Resources Wilmington Regional Office Beverly Eaves Perdue, Governor FAX COVER SHEET Dee Freeman, Secretary Date To Co Fax Re J-:5- No Pages (excl cover) From Jo Casmer Phone (910)796-7336_ Fax (910)350-2004 127 Cardinal Drive Extension Wilmington, NC 29405 • (910) 796 7215 . An Equal Opportunity Affirmative Action Employer JOHN L PIERCE & ASSOCIATES, P A LAND SURVEYING — LAND PLANNING — MAPPING P O BOX 1685 JACKSONVILLE NC 28541 OFFICE (910) 346 9800 FAX (910) 346 1210 E MAIL belt baJlpnccorn Or brianiCilnnc corn TO Ms Janet Russell N C Department of Environment and Natural Resources — Department of Stormwater 127 Cardinal Drive Extension Wilmington, NC 28405 Letter of Transmittal DATE August 2 2012 ATTENTION Janet Russell Re Hmdy Man — Morton Commcraal Tract Bunn Brantle COPIES DATE NUMBER DESCRIPTION 2 Sets of plans 2 Stormwater applications with calculations 1 Check in the amount of $4,000 00 for Express Permitting 2 Narrative with quad ma 1 Copy of Deed of Record I Copy of letter from soil scientist (Haywood Pittman) pertaining to SHWT Determination rt1✓CEIVED AUG 0 o 2012 BY SIGNED M Stormwater Treatment & Erosion Control Narrative Handy Mart - Morton Commercial Tract — Onslow County Bunn - Brantley Enterprises, Inc on behalf of Harold C Morton and Kavi E Morton, Jr , owners, proposes to construct a Handy Mart convenience store/gas station/restaurant with associated sidewalks and parking and Stormwater Treatment Facilities (Wet Detention Basin) that will be sized to handle the proposed constructions The proposed development consists of a 3,400 sf convenience store (Handy Mart) and a 1,500 sf restaurant (Subway w/ 28 seats) The site is currently vacant The project site is located on a 9 74 acre tract, located at the intersection of Rhodestown Road (NCSR 1316) and Gum Branch Road (NCSR 1308) in Richlands Township, Onslow, County and drains to an unnamed tributary of New River [C,NSW-19-(I)] in the White Oak Basin The site contains no Coastal or 404 wetlands The developer proposes to construct paved area (parking), driveways, drainage, water distribution, sewer collection and Stormwater Treatment Facilities (total disturbed area = 4 8 acres) The project is proposed as HighDensity (percent impervious >24%), therefore Stormwater Treatment Facilities are required The attached Stormwater Plan and details include a wet detention basin to be located Southwest of the proposed project This pond has been designed to meet the Coastal Stormwater Rules and according to current BMP Manual Specifications The stormwater pond has been designed with a connected forebay and main pond Runoff generated from new impervious surfaces on site will be diverted to the forebay via inlets, underground storm dram pipes and swales Treated Stormwater will exit the main pond via the outlet structure/24" outlet pipe into a nearby proposed swale The water distribution system for this project will be public (Onslow Water & Sewer Authority), wastewater will be treated via a proposed gravity sewer network connected to the existing private sanitary system -tF CEIVED AUG 0 0 2012 BY 7° 30 00 00 W 077 29 30 00 W 077` 29 00 00 W 077° 28 30 00 W 077° 28 00 00 W : .u. Zm � ✓tL Lail, oL uNi —`/yam 1 a. / Et moo\ y'.' '' I+Is n°'•°``� B \ anctl1., / p Z �� u *' \ 0d / R Z o O o , O N ( j Golf Co`lu;o t r 1 1 e O // 4 Handy P Commer artrMoton ial //( a♦+ ` N G�ursa 49 Z�_�Z Holly Grove of R ck s —1 a•_ �" � �-�-�i rr N � / `� .,ram.. 1 Cn6o 2009 M 7° 30 00 00 W 077" 29 30 00 W 077' 29 00 00 W 077' 28 30 00 W 077 28 0000 W SCALE 1 24000 0 1" 2000 3" 4000 50M 6" 7 —� FEET 1 CEIVIEF� AUG 0 00 2012 BY x 1 PROJECT DESCRIPTION Design Calculations Stormwater Treatment Facilities for Handy Mart - Morton Commercial Tract located In Onslow County The Project consists of pond serving a proposed commercial subdivision 2 COMPUTE POND AREA REQUIRED a Compute Percent Impervious Impervious Areas On -Site Buildings On -Site Streets On -Site Parking On -Site Sidewalks Other on -site Off -site Sub -Total FUTURE FUTURE(reserved) Total Total Area Drainage to Pond Percent Impervious = b Compute Pond Surface Area 1111*0 a=.Ti i i�tVt.i f >><<> 0 ;7tF;2&2£ : Z,440 83,798 SEAL 18148 !1103mlee�yOg' kK r,.u„.•... � 0 17 00 0 0 83,798 175,000 623 % Using Surface Area to Drains a Area Ratio Chart for 90% TSS Removal (copy attached) and assuming 4 38 foot pond depth Total 11,070 SF 0 SF 70,282 SF 2,446 SF 0 0 83 798 SF 175,000 SF 0 258,798 SF 415,155 SF SA/DA = 5 08 % (interpolated - Select from Highlighted Cell in SA/DA) Therefore Surface Area = SA/DA x Drainage Area = 21 105 SF say <tt13 SF must be > 21 105 SF c Compute Minimum Pond Dimensions Assume rectangular shape with 3 1 Length (L) to Width (W) Ratio AUG U J 2012 Min Length = 251 62 feet Min Width = 83 87 feet Site conditions however, dictate irregular shaped pond Hydr Length = 343 0 feet so, Hydr Width (a% 61 9 feet (avg) Actual LAN = 55 (irregular shape) 3 DETERMINE REQUIRED STORAGE VOLUME Design Rainfall Depth = t 5 inches Using Schuler "Simple Method" Rv = 0 05 + 0 009(I) where I = percent impervious Rv = 0 611 infin Control Volume = Design Rainfall x Rv x Drainage Area Control Volume = 31,709 CF 4 DETERMINE REQUIRED STORAGE DEPTH Assume 3 1 side slopes solving for depth (d) by trial & error d = 1 39 5 DETERMINE ORIFICE SIZE Control Volume must be drawn down over a 2 day - 5 day penod Using orifice equation, solve for Diameter (D) that results in 3-1/2 day period D=(Q/0026(h)s)s Where Q = (Control Volume / 3 5 days x 86,400 sec/day) 0 107 cfs Solving for D h= D / 3 = 0 46 D = 246 Use 2 00 ' pipe Actual Drawdown with actual drawdown pipe diameter (using onfice equation) Q= 0 071 cfs say,,',;; Must be > 31,709 SF AUG 0 3 2012 0 Draw Down Period = ' I w, days OK , < 5 0 6 SELECT OUTLET STRUCTURE SIZE Size outlet structure such that depth of Of 0 flow < or + to 1 5 Feet Using Rational Formula (Q=CIA) where Cimper= O9 Cpery = 1 0,2 Ccum = 062 110 = 7 36 in/hr A = 9 53 ac Q10 = 42 14 cfs Using Francis Formula (Q=3 01-1-11 ) to solve for L such that H = 1 5 Feet Min L = 7 646 Linear Feet Use 12 Linear Foot Weir Use 5 Square Precast Structure 7 DETERMINE 010 STAGE Q 10 = 42 14 cfs From Routing Analysis, H10 = 1 38 8 DETERMINE 0100 STAGE (ELEV OF EMERGENCY SPILLWAY) Using Rational Formula (Q=CIA) where Cimper = 09 Cpery = 02 Ccum = 062 1100 = 9 50 m/hr A= 953ac Q100 = 55 91 cfs From Routing Analysis H100 = 269 9 DETERMINE 0100 STAGE OVER EMERGENCY SPILLWAY (TOP BERM ELEV ) Assume primary spillway blocked (i e , emergency spillway to accommodate Q100) Emergency spillway shall be a broad crested earthern weir designed to pass 100 year storm RE-4 CELL V lL'iJV AUG U 00 2012 BY Using broad crested weir equation H = (Q/(Cw x L))J7d where Q = Q 100 55 91 cfs Cw=30 Length = 30 feet H = 0 73 feet 10 FOREBAY SIZING Compute Actual Pond Volumes (using average end method) Avg Main Bay Volume Elevation Area SF Area SF Pond Bottom 24 00 987 Bottom Veg Shelf 3250 t4,368 7,678 Normal Pond 33,00 _ 17,624 15,996 Main Bay Volume = 73,257 CF Incr Incr Cum Depth (FT) Vol (CF) Vol (CF) 850 65,259 65,259 050 7,998 73,257 Forebay Volume Elevation Area S Area SF Depth (FT) Pond Bottom 2300 329 Normal Pond 33 00 3,594 1,962 1000 Forebay Volume = 19,615 CF Total Pond Volume = 92,872 CF Total Pond Area = 21,218 SF Forebay Volume equates to '' ;" 21,), % of Total Volume Must be > 18% and < 22% Average Pond Depth = 4 38 feet Compare to assumed Depth ;w 4,;�k_,,;feet Vol (CF) Vol (CF) 19615 19,615 Temp Storage Volume Elevation Area SF Area SF Depth (FT) Vol (CF) Vol (CF) Normal Pond 3300 21,218 Temp Pond Level 1 34351 26,737 23 978 1 35 32,370 32,370 Temporary Level should be 3439 or greater Temp Pool Volume = 32,370 CF 11 SUMMARY Pond Elevations Relative Actual Top Berm (minimum) 1404 3669 H= 100 100-Yr Storm 1304 35 69 (emerg weir elev) H700 = 2 69 10-Yr Storm 11 73 3438 RECEIVED AUG 0 3 2012 BY H10 = 138 1 5-inch Storage 1035 34 35 (primary weir elev) storage depth = 135 Permanent Pool pond depth = 9 00 Pond Bottom 12 WET DETENTION BASIN SUPPLEMENT Site Characteristics Drainage Area 415,155 sf Impervious Area 258,798 sf % Impervious 623 % Design Rainfall Depth 1 5 in Storage Volume Min Volume Required 31,709 cf Volume Provided 32,370 cf Peak Flow Calculations 1-yr 24 hour rainfall depth 3 65 in Rational C, predevelopment 1 0151 Rational C, post development 062 Rainfall Intensity 1 yr 24 hr 015 in/hr Pre Dev Q1 (24 hour) 022 cfs Post Dev Q1 (24 hour) 090 cfs Pre/Post Flow Control 068 cfs Basin Elevations Basin Bottom Elevation 23 00 feet (Elev) Sediment Cleanout Elevation 24 00 feet (Elev) Permanent Pool Elevation 33 00 feet (Elev) Temporary Pool Elevation 34 35 feet (Elev) Volume and Surface Area Calculations SA/DA ratio 508 Surface Area Required 21,105 sf Surface Area Provided 21,218 sf Permanent Pool Volume 92,872 cf Average Depth 438 feet Forebay Volume 19,615 cf Forebay % of Total Volume 21 1 % Temporary pool Area 26,737 sf Drawdown Calculations Drawdown Time 2 50 days Discharge Rate 0 071 cfs Pre Dev Q1(24 hour) 0 22 cfs Post Dev Q1 (24 hour) 0 07 cfs 900 33 00 (invert out elev) 0 2400 AUG U 2012 BY Additional Information Diameter of onfice 200 in Design TSS Removal 90 % Basin Side Slopes 3 1 Vegetated Shelf Slope 10 1 Vegetated Shelf Width 10 ft Length to Width Ratio 6 1 Trash Rack? Yes Freeboard Provided? Yes Vegetated Filter Provided? No Recorded Easement? Yes Captures all Runoff? Yes Drain Mechanism Pump RECEIVED AUG 2012 BY i■;1:Z•a1x931.1*3a:a2A19101 Design Calculations Stormwater Treatment Facilities for Handy Mart - Morton Commercial Tract located in Onslow County The Project consists of pond serving a proposed commercial subdivision 2 COMPUTE POND AREA REQUIRED a Compute Percent Impervious SEAL t8148 wGIN'EEP Og K N ,.• Impervious Areas Proposed Future Total On -Site Buildings 11,070 0 11,070 SF On -Site Streets 0 0 0 SF On -Site Parking 70,2152 0 70,282 SF On -Site Sidewalks 2,44 0 2,446 SF Other on -site 0 0 0 Off -site 0 0 0 Sub -Total 83,798 0 83,798 SF FUTURE 0 175,000 SF 175 000 FUTURE(reserved) 0 0 0 Total 83 798 175,000 258,798 SF Total Area Drainage to Pond 415,155 SF Percent Impervious = 0 623 or 623 % b Compute Pond Surface Area Using Surface Area to Drama a Area Ratio Chart for 90% TSS Removal (copy attached) and assuming 4 38 foot pond depth SA/DA = 5 08 % (interpolated - Select from Highlighted Cell in SA/DA) Therefore Surface Area = SA/DA x Drainage Area = 21,105 SF say 21,214 SF must be> 21,105 SF c Compute Minimum Pond Dimensions Assume rectangular shape with 3 1 Length (L) to Width (W) Ratio RECEIVED AUG 0 3 2012 BY r Min Length = 251 62 feet Min Width = 83 87 feet Site conditions however, dictate irregular shaped pond Hydr Length = 343 0 feet so, Hydr Width (a% 61 9 feet (avg) Actual LIW = 55 (irregular shape) 3 DETERMINE REQUIRED STORAGE VOLUME Design Rainfall Depth = 1 5 inches Using Schuler "Simple Method" Rv = 0 05 + 0 009(I) where I = percent impervious Rv = 0 611 in(n Control Volume = Design Rainfall x Rv x Drainage Area Control Volume = 31,709 CF 4 DETERMINE REQUIRED STORAGE DEPTH Assume 3 1 side slopes solving for depth (d) by trial & error d = 1 39 5 DETERMINE ORIFICE SIZE Control Volume must be drawn down over a 2 day - 5 day period Using orifice equation, solve for Diameter (D) that results in 3-1/2 day period D=(Q/0026(h)s)5 Where Q = (Control Volume / 3 5 days x 86 400 sec/day) 0 107 cfs Solving for D h=D/3 = 0 46 D = 246 Use 2 00 " pipe Actual Drawdown with actual drawdown pipe diameter (using orifice equation) Q= 0 071 cfs say , t2370 CF Must be > 31.709 SF Iati� tCE VVED AUG 0 3 2012 Draw Down Period = � I ;'^R 5},days OK, < 5 0 1dF144x411119111114d"l:11191VJ:7=11MYa4 Size outlet structure such that depth of Of 0 flow < or + to 1 5 Feet Using Rational Formula (Q=CIA) where Cimper = 0 9 Cpery = 0,2 Ccum = 062 110 = 7 16 m/hr A = 9 53 ac Q10 = 42 14 cfs Using Francis Formula (Q=3 OLH' 5) to solve for L such that H = Min L = 7 646 Linear Feet Use 12 Linear Foot Weir Use 5 Square Precast Structure 7 DETERMINE 010 STAGE Q 10 = 42 14 cfs From Routng Analysis, H10 = 11 38 8 DETERMINE 0100 STAGE (ELEV OF EMERGENCY SPILLWAY) Using Rational Formula (Q=CIA) where Cimper = 09 Cpery = 02 Ccum = 062 1100 =F 9 50 m/hr A= 953ac Q100 = 55 91 cfs From Routing Analysis, H100 = 269 15 Feet 9 DETERMINE Q100 STAGE OVER EMERGENCY SPILLWAY (TOP BERM ELEV ) Assume primary spillway blocked (i e , emergency spillway to accommodate Q100) Emergency spillway shall be a broad crested earthern weir designed to pass 100 year storm ' '(_. EJ 4 ED AUG u J 2011 Using broad crested weir equation H = (Q/(Cw x L))2/3 where Q = Q100 55 91 cfs Cw=30 Length = 30 feet H = 0 73 feet 10 FOREBAY SIZING Compute Actual Pond Volumes (using average end method) Avg Main Bay Volume Elevation Area SF Area SF Pond Bottom 2400 987 Bottom Veg Shelf 3250 14,368 7,678 Normal Pond 3300 17,624 15,996 Main Bay Volume = 73,257 CF Incr Incr Cum Depth (FT) Vol (CF) Vol (CF) 850 65 259 65,259 050 7,998 73,257 Forebay Volume Elevation Area SF Area SF Depth (FT) Pond Bottom 2300 329 Normal Pond 33001 3,594 1 962 1000 Forebay Volume = 19,615 CF Total Pond Volume = 92,872 CF Total Pond Area = 21,218 SF Forebay Volume equates to tr1` % of Total Volume Must be > 18% and < 22% Average Pond Depth = 4 38 feet Compare to assumed Depth 43>3 ,feet Vol (CF) Vol (CF) 19,615 19,615 Temp Storage Volume Elevation Area SF Area SF Depth (FT) Vol (CF) Vol (CF) Normal Pond 3300 21,218 Temp Pond Level 1 34 35 26 737 23,978 1 35 32,370 32,370 Temporary Level should be 3439 or greater Temp Pool Volume = 32,370 CF 11 SUMMARY Pond Elevations Top Berm (minimum) H= 100 100-Yr Storm H100= 269 10-Yr Storm Relative Actual 1404 3669 1304 35 69 (emerg weir elev) 11 73 3438 AUG 0 J 20Q BY H10 = 138 1 5-inch Storage 1035 34 35 (primary weir elev) storage depth = 1 35 Permanent Pool pond depth = 9 00 Pond Bottom 12 WET DETENTION BASIN SUPPLEMENT Site Characteristics Drainage Area 415,155 sf Impervious Area 258,798 sf % Impervious 623 % Design Rainfall Depth 1 5 in Storage Volume Min Volume Required 31,709 cf Volume Provided 32,370 cf Peak Flow Calculations 1-yr, 24 hour rainfall depth 365 in Rational C, predevelopment 0151 Rational C, post development 062 Rainfall Intensity 1 yr 24 hr 015 in/hr Pre Dev Q1(24 hour) 022 cis Post Dev Q1 (24 hour) 090 cfs Pre/Post Flow Control 068 cfs Basin Elevations Basin Bottom Elevation 23 00 feet (Elev) Sediment Cleanout Elevation 24 00 feet (Elev) Permanent Pool Elevation 33 00 feet (Elev) Temporary Pool Elevation 34 35 feet (Elev) Volume and Surface Area Calculations SA/DA ratio 508 Surface Area Required 21,105 sf Surface Area Provided 21,218 sf Permanent Pool Volume 92,872 cf Average Depth 438 feet Forebay Volume 19 615 cf Forebay % of Total Volume 21 1 % Temporary pool Area 26 737 sf Drawdown Calculations Drawdown Time 2 50 days Discharge Rate 0 071 cfs Pre Dev Q1(24 hour) 0 22 cfs Post Dev Q1 (24 hour) 0 07 cfs 900 33 00 (invert out elev) 0 2400 e CE1VED AUG U -0 2011 (DY Additional Information Diameter of orifice 200 in Design TSS Removal 90 % Basin Side Slopes 3 1 Vegetated Shelf Slope 10 1 Vegetated Shelf Width 10 ft Length to Width Ratio 6 1 Trash Rack? Yes Freeboard Provided? Yes Vegetated Filter Provided? No Recorded Easement? Yes Captures all Runoff? Yes Drain Mechanism Pump r, t C EI VEIL AUG 0 0" 2012 e7/24/2012 08 24 910-345-1210 w JOFM PIERCE SURVEVIN PAGE 02/03 'I 'L CUAS �2 470 8 feet from a cap And ..it located At the point whore a culvert on the moray nun Crook inturnecte the canter line of old County nand No 1413 running thence from 9.itl beginning point south 09 degree. 25 minutes Beet 116 B tout to An Iron stnkel-thence north 59 degrees 25 minutes west fig 3 tout to An iron Atoka in the aforementioned One tern right of Way line of County flood No 1413 thence with Bold right of way line north 25 i.g,aae 30 minutes Oast 50 fast to an iron stako, the point of beginning and containing 5 670 oquare feet nc,.ording to An ACtual survey made by Roscoe Rndlin, o 1 Registered Surveyor, in November 1961 -thence mouth 23 degrees 30 minute went 50 E feet to An Iron Atoka , TO HAVE AND TO HOLD the •fore. old tract or parcel of land and nil privileges And mppur� tananc.n thereto belonging to the amid parties of the second part their helve and saeigns in fee simple farOvor And the maid portion of the first part for them.elve., And their heirs, neslgna, executers and a0minfe tratoro ..,anent With said parties of the second part, their heire And ausigna, that they are seised of said promisee In fee and hove the right to convey the some in fee simple, that the same Are free and clear from All encumbrance. and that they will Wprrmnt and defend the said title to the Bose a9-I net the lawful Claims of ell persons whomeoever IN TESTIMONY WHEREOF, the cold parties of the first part hove hereunto set their hands and seal the day and year above written I STAMPED AND CANCELLED Jesse E Thomas (REAL) 89V STAMPS AFFIXED $8 00 q Lorraine Thomas (BEAL) NORTH CAROLINA ONSLOW COUNTY I E117aboth M Burns, a Notary Public In and for said County antl State de, hereby certify thot Jasele E Th... a and Lorraine Thomas, his wife, personally Appeared be- fore me this day and Acknowledged the due exec. tfon of the foregoing dead of conveynn Witness my hand and notarial Beal this Sth day Of December, 1965 Elizabeth M Burns My con.legion expires 0 day of March, 1970 N p Bral NORTH CAROLINA ONSLOW COUNTY The foregoing certificate of E1190he th M Burn. in certified to be correct This 10 day of December IR08 Mildred M Thomne Register of Doodc Filed for registration at 11 30 A M December 10 1960, And duly recorded Doe 10, 1966 Mildred A Thane. Register of Daede ROBERT W SMITH An Wky, AAO "I". TO HAROLD C MORTON AND WIFE, GRACE M MOUTON An WHERE Dec 10 1B88 k STATE OF NORTH CAROLINA {i„k ONSLOW COUNTY WARRANTY DEED THIS DEED, made this 5th dnyof December, 1965 by Robert W Smith and wlZe, Ylrg lain E Smith antl S D Davis single of Onslo. County and State of Worth Caroline of the first port to Harold C Morton and wife, Grace M Morton and Novi E Morten Jr and Wife, Helena L Morton of OnalBw County and State of North Caroline of the .econd part WI7NES9ETHr that amid parties of the first part for And in Consideration of the sun of One Hundred ($100 OD) Dollars end other valuable conuiderotiene to than paid by said parties of the second Dart, the receipt of which 1s hereby Acknowledged, hove bargained and sold, by those present do borgain, gall And convey to avid parties of the second pprt, thole hairs And Aaeigna a certain tract or parcel of land in Richlnnde Township Deals* County State of North Carolina, bounded ae follows, via t1t 13BGINNIHG at an iron stake an the Western Aldo Of State Road 1316, in the old path, f .aid iron atake being the ...... corner of the lnnd. now or formerly owned by Albert N Venters now owned by Howl E Morton and Harold C Morton, And also a corner of the lends of Ray H.Word And the lnnde herein described end running thence North 4 de- grees 25 minutes East 27g7 5 feet along the Venters' line to A atpke On the old path, thence with the Vantere line And the Bryan Heath line North 38 dagreae 7 al no too East 2432 2 teat to the center line of Stets Road 1308, commonly known Be the Jack- .onvillo-Gum Branch Road thence along and With said road South 34 degrees 22 minutee East 416 fast South 31 degree. 50 minutes East 200 feat, South 27 degree. 40 line minutee I East 240 feet, and South 26 dagreae 2 minutes East 71 1 feet to the cantor of 36 inch Culvert over . branch thence continuing with the center lino of Elm to Rond 1306 South 26 degrees 2 minutes East 1125 2 feet to the Sntersoction of eha can tar line of State Road 1308 With the center line of the old Jacksonville-0um Branch Road, thence along the center line of the old Jacksonville -Gum Branch Road South 9 degrees 21 minutes East 245 0 fast South 22 degrees 05 minutes ]Seat 130 0 feet and Bau Sh 39 degrees 00 minutes Met 346 4 feet to the center line, Of the aforesaid State Bond P f y AUG 0 0 2K 07/24/2012 08 24 910-346-1210 JCHN PIERCE SURVEVIN PAGE 03/03 �o,'Dccds • _ _. _. e 13 ISOB, than Ce along the center lima of State Road 1300 South 26 degrees 02 al Amine Beat 281 8 feet, South 27 degree. SO minutes Shot 200 0 feet, Booth 31 degree. Se .ionic. East 204 5 fact, South 33 degrees 49 minutes East 200 0 foot to the inter- noctlon of the centerline of State Road 1306 with the Canter line of Stet. Road 1316 l thence nlOng the canter line of State Road 1316 South 83 degrees 54 minutes meet 861 2 7 feet South 62 degrees 1S minutes Went 048 5 feet, South 86 degrees 10 minutes Nest 1574 5 test, South 33 degrees 05 minutes West 677 B foot and South 28 degrees 27 mI.utop �Woat 201 B feet, thence leaving the center line of sold rand North 43 degrees 42 Iminutes Rest 38 7 feat to the point of beginning and containing 183 acre. more or lees j �1 Also included in this conveyanes to all of the tobacco allotment un the farm Oea ignated1, Sae the Old Snell Drpperty, subject to and In conformity with ASO Regulations ^ TO HAVE Ann TO HOLD the afar... id tract or parcel of lend, and ell privileges and nppurtensnces thereto belonging to the Said pnrtleo Of the second part, their heirs antl aaeigne in fee simple forever And the Bald p.-Sloe of the first part for their heirs, aaeigne, executors and Adminla tratore covenant with said pnrtleo of the second part their halre And meal no that they are aelzed of said promises in too, And have the right to convey the same in ,foe -simple, that the same are free And clear from all encumbrances Rnd that they 'will warrant and defend the Cold title to the name against the lawful claim. of All jpersons whomsoever l tN TESTIMONY WHEREOF, the said portion of the first pert have hereunto set their hand And Reel the dny And yonr Above written e Robert W Smith (BRAL) j STAMPED AND CANCELLED Vlrglni. B Smith (SEAL) j REV STAMPS APPI2RD' $33 50 B P Davin (SEAL) 1 NORTH CAROLINA, OOLON COUNTY I. W A Fares%, a Notary Public In and for the amid County and State do hereby certif pthmt Robert N Smith and Virginia 8 Smith his wile personally nppaared before me +this day and ncknowledged the duo execution of the feregang deed of conveyance Witness my hand end notarial coal thin gin day of Decemher, 1988 N A wore.. My cemsaelen expires 13 th day of duns 1870 +�N P seal ]NORTH CAROLINA ,ONSLOW COUNTY jf N A Fornee, a Notary Public In and far said County end State do hereby certify jthnt S P Devia, aingla, personally appeared before me this day and Rcknowledged the execution of the foregoing instrument, for the purpose therein expressed pwltness my hand end material seal this 8th day O1 December 1988 j W A Forney Notary Public My commiselon expires 13th day of Ju.. 1970 N P Seel )NORTH CAROLINA �ONSLOW COUNTY The f.reg.iag certificate of W A Pornes Se certificate t0 b. Correct This 30 day of December, IMB Mildred M Thomas, Register of Deede Filed for registration at 12 o'clock A M December 10, 1968 and duly recorded Dec 30 988 Mildred M Thomas, Register of Deeds CAROLINA LNANDSRARASRAppNNRNNNNNXNNXNNNNNNNNNMNMpRARNSSNNRNpNNNRpNAApANpRNNNNNNNNNpNNpR CA LANDS INC TO HUNTER HEATH December 30 1888 NORTH CAROLINA )ONSLOW COUNTY USED THIS DEED OF QUITCLAIM and. this 4th day of December 1968, by Carolina Lands, fee a corporation with Office Address at Charleston South Carolina, 29402, party of the f Srst part and Hunter Heath of Onslow County North CA party of the msemnd par WITmESSETR Whores. some confusion or a... Clan has .risen regarding the hereinafter described lot 1. respect to the designation of its boundary lines and partial Owner- ship, and It Is deeirnble on the part of both parties hereto that the Same be clnrifie, and made certain for the mutual benefit of both parties l L � EI V ED AUG 0 v 2012 i{Y � - PROJECT Handy Mart - Morton Commercial Tract Q L 1'L t tc = 5 mins ' _ o � 7 C016 8 INCR INCR TOTAL TOTAL OUTLET PIPE AREA Q10 AREA Q10 DIAMETER LENGTH GRADE VELOCITY ZONE LENGTH WID H TYPE A 015 086 g,015� �Fj0'86 12" 122' 0 45% B 032 183 w,�'00 47,irw � 289� 15" 74' 0 45% C 026 149 ' n T073� .�4y18� 15" 95' 0 45% 4 0 2 9' 5' CI"B" Stone as p @fi' D 004 023 04`,0-23 12" 30' 1 12% E 005 029 A0 09 1 0 52 12" 25' 1 12% F 016 092 lF}0-225. 1 43 15" 122' 1 12% G 031 1 78'Oa56 y 3 21 15" 68' 0 45% H 032 183 0188. 5,04 18" 43 0 45% 64 2 9' 5' CI"B" Stone cr/, �9OW-W11111 1073-1 Gregory Fork Road Richlands NC 28574 Phone (910)324-2892 Fax (910) 324-6162 pulmansoil@yahoo com July 25, 2012 John L, Pierce & Associates 409Johnson Boulevard lacksonvdle, NC 28540 Ref Morton Property on comer ofRhodestown Road & Gumbranch Road Dear Mr Pierce, At your request a SHWT determination was conducted at the above referenced property Hand Auger borings in the proposed storm water ponds showed a SH WT of <12' from the natural sod This was determined by the presence of chroma of 2 or less from the Munsell Sod Color Chart A typical boring on the site was sandy loam to 12" , clay loam to 24" and sandy clay to 48" The sod was classified as the Rams series The findings are based on the conditions of the site at the time of evaluation, and anv alterations may adversely impact the results If you have any questions please feel free to contact me at 910-330-2784 Thank You Sincerely, R Haywood Pittman 11 NC Licensed Soil Scientist _ I `VED AUG o j 2012 For DE NR Use 0 Re�em IMA Submit r - y North Carolina Department of Environment and AR/ Submit ` Natural Resources NCDENR Request for Express Permit Review Time 1.0 6Q Confirm FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review FAX or Email the completed form to Express Coordinator along with a completed DETAILED narrative, site plan (PDF rile) and vicinity man (same items expected in the application package of the project location Please include this form in the application package • Asheville Region -Alison Davidson 828-296 4698,ahson davidson(ftcmall net • Fayetteville or Raleigh Region -David Lee 919 791.4203, david lee@ncmarl net • Mooresville & Patrick Grogan 704-663.3772 orpatnck arogan6iincmarl net • Washington Region Lyn Hardison 252 946.9215 or lyn hardison(dncmail net • Wilmington Region Janet Russell 910 350-2004 ortanet russell(d ricmail net NOTE Project application received after 12 noon will be stamped in the following work day SW SW SW SW SW Project Name HANDY MART MORTON COMMERCIAL TRACT County ONSLOW Applicant HAROLD C MORTON Company MORTON FARMS, INC Address 199 COUNTRY CLUB BLVD City JACKSONVILLE, State NC Zip 28540-_ Phone 910 324 3023, Fax _-_ _ Email Physical Location INTERSECTION OF SR1316 AND SR1308 Project Drains into _ waters - Water classification C NSW (for classification see http //h2o enr state nc us/bims/reports/reportsWB html) Project Located in WHITE OAK River Basin Is project draining to class ORW waters? N, wthin % mile and draining to class SA waters N or within 1 mile and draining to class HQW waters? N Engineer/Consultant DAVID K NEWSOM, PE Company CRYSTAL COAST ENGINEERING, PA 7REA CE�vED Address 205 3 WARD ROAD City SWANSBORO, State NC Zip 28584-Phone 910 325 0006 Fax 910 325 0060 Email CRYSTALCOASTENG@BIZEC RR COM L _ 0 2 012 SECTION ONE REQUESTING A SCOPING MEETING ONLY ❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR ❑ OTHER SECTION TWO CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING ❑ 401 Unit ❑ Stream Ongin Determination _ # of stream calls - Please attach TOPO map marking the areas in questions ❑ intermittent/Perennial Determination _ # of stream calls - Please attach TOPO map marking the areas in questions ❑ 401 Water Quality Cerhfication ❑ Isolated Wetland (_linear ft or _acres) El Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance ® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac ❑Bkhd & Bt Rmp, ❑ Clear & Grub ❑ Utility ❑ Other ❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off site [SW _ (Provide permit #)] ® High Density Detention Pond 1 # Treatment Systems ❑ High Density Infiltration _ #Treatment Systems ❑ High Density Bio-Retenhon _ # Treatment Systems ❑ High Density -SW Wetlands # Treatment Systems El High Density Other _ # Treatment Systems / [I MOD ❑ Major ❑ Minor ❑ Plan Revision—[-] Redev Exclusion SW (Provide permit#j ❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information ❑ Upland Development ❑ Manna Development ❑ Urban Waterfront ❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed (CK # (for DENR use)) SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scovina and express meeting reauest Wetlands on Site ❑ Yes ® No Buffer Impacts ® No ❑ YES —acre(s) Wetlands Delineation has been completed ❑ Yes ❑ No Isolated wetland on Property ❑ Yes ❑ No US ACOE Approval of Delineation completed ❑ Yes ❑ No 404 Application in Process w/ US ACOE [:]Yes ❑ No Permit Received from US ACOE ❑ Yes ❑ No «u«««r«««««««««rr ur♦r• r««««««««r««u«u«uu«««u««r««For DENR use only«rr rrr««•»«ru«««««r r««««r«wu«u««u«r«r««rrror««o uu Fee Split for multiple permits (Check# 1 Total Fee Amount$ SUBMITTAL DATES Fee SUBMITTALDATES Fee CAMA $ Variance ( Mal El Min) $ SW (❑ HD, ❑ LD, ❑ Gen) $ 401 $ LUS $ Stream Deter,_ $ NCDENR EXPRESS March 2009 For DENR Use ONLY ©� Reviewer si North Carolina Department of Environment and Submit Natural Resources NCDENR Request for Express Permit Review Time confirm FILL IN all the information below and CHECK the Permit(s) you are requesting for express review FAX or Email the completed form to Express Coordinator along with a completed DETAILED narrative. site plan (PDF file) and vicinity man (same items expected in the application package of the project location Please include this form in the application package • Asheville Region -Arson Davidson 828-296.4698,alison davidson(ibncmail net • Fayetteville or Raleigh Region David Lee 919-791.4203, david lee(c4ncmail net • Mooresville & Patrick Grogan 704-663.3772 orpatnck grogan(dncmail net • Washington Region -Lyn Hardison 252 946-9215 or Ain hardisonidncmail net • Wilmington Region -Janet Russell 910 350 2004 or lariat russell(dncmail net NOTE Project application received after 12 noon will be stamped in the following work day Permits of request SW SW SW SW SW Project Name HANDY MART MORTON COMMERCIAL TRACT County ONSLOW Applicant HAROLD C MORTON Company MORTON FARMS, INC Address 199 COUNTRY CLUB BLVD City JACKSONVILLE State NC Zip 28540-_ Phone 910-324-3023 Fax __ Email Physical Location INTERSECTION OF SR1316 AND SR1308 Project Drains into _ waters — Water classification C NSW (for classification see hftp //h2o enr state nc us/bims/reports/reportsWB html) Project Located in WHITE OAK River Basin Is project draining to class ORIN waters? N within Y2 mile and draining to class SA waters N or within 1 mile and draining to class HQW waters? N Engineer/Consultant DAVID K NEWSOM, PE Company CRYSTAL COAST ENGINEERING. PA Address 205 3 WARD ROAD City SWANSBORO, State NC Zip 28584 _ Phone 910 325-0006 Fax 910 325 0060, Email CRYSTALCOASTENG@BIZEC RR COM SECTION ONE REQUESTING A SCOPING MEETING ONLY ❑ Scoping Meeting ONLY ❑ DINO ❑ DCM ❑ DLR ❑ OTHER SECTION TWO CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING ❑ 401 Unit ❑ Stream Origin Determination _ # of stream calls — Please attach TOPO map marking the areas in questions ❑ Intermittent/Perennial Determination _ # of stream calls — Please attach TOPO map marking the areas in questions ❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres) ❑ Riparian Buffer Authorization El Minor Variance [I Major General Variance ® State Stormwater ❑ General ❑ SFR ❑ SFR < 1 ac ❑Bkhd & Bit Rmp ❑ Clear & Grub ❑ Utility ❑ Other ❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off site [SW _ (Provide permit #)] ® High Density Detention Pond 1 # Treatment Systems ❑ High Density Infiltration _ #Treatment Systems ❑ High Density Blo Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems El High Density -Other _ # Treatment Systems / ❑ MOD ❑ Major [:1 Minor [:1 Plan Revision ❑ Redev Exclusion SW (Provide permit #) ❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information ❑ Upland Development ❑ Manna Development ❑ Urban Waterfront ❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed (CK # (for DENR use)) SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scooma and express meeting reauest Wetlands on Site ❑ Yes ® No Buffer Impacts ® No ❑ YES —acre(s) Wetlands Delineation has been completed ❑ Yes ❑ No Isolated wetland on Property ❑ Yes ❑ No US ACOE Approval of Delineation completed ❑ Yes ❑ No 404 Application in Process w/ US ACOE [:]Yes ❑ NoPermit Received from US ACOE ❑ Yes ❑ No psis rrrsrsssssussrssr rsssssrr sssssrrr•««sru«ss»sss rasFor DENR use onlyrsrrr,«ss«uuusrssss+a+♦rss»♦russsssssssswsrrswrrr«ss Fee Split for muleole permits (Check # 1 Total Fee Amount E SUBMITTAL DATES Fee 111 1 SUBMITTAL DATES Fee CAMA $ Variance ( Mal, El Min) $ SW (❑ HD, ❑ LD, ❑ Gen) 1401 $ LQS $ I Stream Deter,_ $ NCDENR EXPRESS March 2009 RECEIVED JUL 2 5 2012 13 Y' __ DOM Y CONSTRUCTION tj I I II I I I L r i MAXpY Y/JtT 4 ! (uanwAOK EY ___ _____-- �gUNN-�ANa n mNm +c JOHN L PIERCE h ASSOCIATES PA _ �r ` A I m,�i>nm wAry..A saro,Mn•m.. ----- r Y� scA 4 -ttl 4 �I 0 oP�� - -___ --- --_--_�__-- BIMS http //bims enr state nc us 7001/incidents/pages/paneFrame him w Login I Logout 1 of 1 7/19/2012 10 58 AM