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HomeMy WebLinkAboutSW8150406_Current Permit_20150428A�� NCDENR North Carolina Department of Environment and Natural Resources Pat McCrory Governor April 28, 2015 Mr. Bill Treweek, President Neighborhood Homes & Realty, Inc., Member Northern Investors Group, LLC 737 Chadwick Shores Dr. Sneads Ferry, NC 28460 Subject: State Stormwater Management Permit No. SW8150406 Kingsbridge II, Sections 5 and 6 Low Density Subdivision Project Onslow County Dear Mr. Treweek: Donald van der Vaart Secretary The Wilmington Regional Office received a complete Stormwater Management Permit Application for Kingsbridge II, Sections 5 and 6 on April 23, 2015. Staff review of the plans and specifications has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 150406, dated April 28, 2015, for the construction of the built -upon area associated with the subject project. This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified therein, and does not supersede any other agency permit that may be required. 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 project, procedures for changing ownership, and transferring the permit. Failure to establish an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions, to certify the project or to transfer the permit in a timely manner, 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. Per NCGS 143-215(e) the petition must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding. If you have any questions, or need additional information concerning this matter, please contact Christine Hall at (910) 796-7215. Sinceply, Tracy Davis, P.E., Director Division of Energy, Mineral and Land Resources GDS/canh: 111Stormwater\Permits & Projects120151150406 LD12015 04 permit 150406 cc: Kyle Shepard, Stillwater Engineering, Inc. Onslow County Inspections 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 a (910) 796-72151 Fax: (910) 350-2004 State Stormwater Management Systems Permit No. SW8 150406 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF ENERGY, MINERAL AND LAND RESOURCES STATE STORMWATER MANAGEMENT PERMIT LOW DENSITY SUBDIVISION 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 Northern Investors Group, LLC Kingsbridge II, Sections 5 and 6 East Ivybridge Dr., Hubert, Onslow County FOR THE construction, operation and maintenance of a 12% low density subdivision project in compliance with the provisions of Session Law 2008-211 and Title 15A NCAC 2H .1000 (hereafter collectively and separately referred to as the "stormwater rules') and the approved stormwater management plans and specifications, and other supporting data as attached and on file with and approved by the Division and considered a part of this permit. The Permit shall be effective from the date of issuance until rescinded and shall be subject to the following specific conditions and limitations: 1. DESIGN STANDARDS The overall tract built -upon area percentage for the project must be maintained at 12% per the requirements of the stormwater rules. This permit covers the construction of a total of 252,578 square feet of built -upon area (BUA), which includes 250,290 square feet of proposed BUA and 2,288 square feet of future BUA allocation. 2. Each of the 66 lots is limited to a maximum of amount of built -upon area as indicated in Attachment A of this permit and on the application and/or as shown on the approved plans. CAMA regulations may reduce the allowable built -upon area for those lots within the AEC. 3. The only runoff conveyance systems allowed will be vegetated conveyances such as swales with minimum side slopes of 3:1 (H:V) as defined in the stormwater rules and approved by the Division. 4. No piping shall be allowed except those minimum amounts necessary to direct runoff beneath an impervious surface such as a road or under driveways to provide access. 5. The project shall provide and maintain a minimum 50-foot wide vegetative buffer adjacent all surface waters, measured horizontally from and perpendicular to the normal pool of impounded structures, the top of bank of each side of streams and rivers and the mean high water line of tidal waters. All runoff directed into and through the vegetative buffer must flow through the buffer in a diffuse manner. Roof drains must terminate at the outer edge of the buffer 6. Stormwater runoff that is directed to flow through any wetlands shall flow into and through these wetlands at a non -erosive velocity. Page 2of7 State Stormwater Management Systems Permit No. SW8 150406 7. Within '/ mile of SA waters, direct points of stormwater discharges to SA waters are prohibited. Infiltration of the design storm runoff or diffuse flow of stormwater at a non - erosive velocity to a vegetated buffer or other natural area, that is capable of providing effective infiltration of the runoff from the design storm, shall not be considered a direct point of stormwater discharge. Rip rap and timber energy dissipation devices along with vegetated areas are approved for this project to provide effective infiltration. These devices will be recorded in an easement in order to protect the integrity of these devices. A copy of this recorded easement must be submitted to the Division within 30 days of recording. If, in the future, this design does not meet the intent of the stormwater rules and is found to cause erosion or has resulted in a discharge to SA waters, the permit holder will have to install another appropriate design that provides diffuse flow, prevents erosion, and provides effective infiltration. II. SCHEDULE OF COMPLIANCE 1. No person shall alter the approved stormwater management system or fill in, alter, or pipe any drainage feature (such as swales) shown on the approved plans as part of the stormwater management system, except for minimum driveway crossings, unless and until the permittee submits a modification to the permit and receives approval from the Division. 2. The maximum built -upon area assigned to each lot via this permit and the recorded deed restrictions may not be increased or decreased by either the individual lot owner or the permittee unless and until the permittee notifies the Division and obtains written approval from the Division. 3. The permittee shall review and keep records of all proposed and approved development on each lot. The plans reviewed must include all proposed built -upon area. The permittee may establish an Architectural Review Board (ARB) or Committee (ARC) to review new and modified lot development plans for compliance with the Covenants and Restrictions, including the BUA limit. However, any approval given by the ARB or ARC on behalf of the permittee does not relieve the permittee of the responsibility to maintain compliance with the overall permitted built -upon area for the project. 4. The permittee is responsible for verifying that the proposed built -upon area on each individual lot, and for the entire project, does not exceed the maximum allowed by this permit. The permittee shall monitor.all construction on each lot and where a lot is determined to have exceeded the permitted maximum BUA, the permittee shall notify the lot owner of such in writing and require remediation within a reasonable time frame to bring the lot into compliance. 5. Swales, vegetated areas and other vegetated conveyances shall be constructed in their entirety, vegetated, and operational for their intended use prior to the construction of any built -upon surface, per the approved plans. 6. During construction, erosion shall be kept to a minimum and any eroded areas of the swales or other vegetated conveyances will be repaired immediately. 7. The permittee shall at all times provide and perform the operation and maintenance necessary as listed in the signed Operation and Maintenance Agreement, such that the permitted stormwater management system functions at its optimum efficiency. 8. Deed restrictions are incorporated into this permit by reference and must be recorded with the Office of the Register of Deeds prior to the sale of any lot. Recorded deed restrictions must include, at a minimum, the following statements related to stormwater management: a. The following covenants are intended to ensure ongoing compliance with State Stormwater Management Permit Number 150406, as issued by the Division under NCAC 2H.1000. b. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to maintain compliance with the Stormwater Management Permit. c. These covenants are to run with the land and be binding on all persons and parties claiming under them. Page 3 of 7 State Stormwater Management Systems Permit No. SW8 150406 d. The covenants pertaining to stormwater may not be altered or rescinded without the express written consent of the State of North Carolina. e. Alteration of the drainage as shown on the approved plans may not take place without the concurrence of the Division. f. The maximum built -upon area per lot is listed in Attachment A. This allotted amount includes any built -upon area constructed within the lot property boundaries, and that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina, driveways, and parking areas, but does not include raised, open wood decking, or the water surface of swimming pools. g. Filling in, piping or altering any 3:1 vegetated conveyances (ditches, swales, etc.) associated with the development except for average driveway crossings, is prohibited by any persons. h. For those lots within the CAMA Area of Environmental Concern, where DCM calculates a different maximum lot built -upon area, the governing maximum lot BUA shall be the more restrictive of the two amounts. i. A 50-foot wide buffer must be provided adjacent to 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 waterline of tidal waters. j. All roof drains shall terminate at least 50' from the normal pool of impounded structures, the banks of rivers and streams and the Mean High Waterline of tidal waters. k. Any individual or entity found to be in noncompliance with the provisions of this stormwater management permit or the requirements of the stormwater rules under 15A NCAC 02H.1000 as amended under Session Law 2008-211, is subject to enforcement procedures as set forth in N.C.G.S. 143, Article 21. 9. The permittee must submit a copy of the recorded deed restrictions within 30 days of the date of recording. 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 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 the project area in whole or in part. The project area is defined as all property owned by the permittee, for which Sedimentation and Erosion Control Plan approval or a CAMA Major permit was sought. d. Filling in, piping, or altering any vegetative conveyance shown on the approved plan, except the minimum driveway crossings. e. The development of any future area or additional phase(s) noted on the approved plans. 11. All stormwater conveyances will be located in either a dedicated right-of-way (public or private), recorded common areas or recorded drainage easements. The final plats for the project will be recorded showing all such required rights -of -way, common areas and easements, in accordance with the approved plans. 12. The permittee must certify in writing that the project's stormwater controls, and impervious surfaces have been constructed within substantial intent of the approved plans and specifications. Any deviation from the approved plans must be noted on the Certification. The permittee shall submit the Certification to the Division within 30 days of completion of the project. 13. The permittee shall submit all information requested by the Director or his representative within the time frame specified in the written information request. Page 4 of 7 State Stormwater Management Systems Permit No. SW8 150406 14, 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. III. GENERAL CONDITIONS This permit is not transferable to any person or entity except after notice to and approval by the Director. A request to transfer the permit will be considered on its merits and may or may not be approved. The permittee shall complete, sign and submit one of the two Name/Ownership Change Forms available online. The Name/Ownership Change Form must be accompanied by the supporting documentation as listed on the form and must be submitted to the appropriate Regional Office of the Division at least 60 days prior to any one or more of the following events: a. The sale or conveyance of the project area in whole or in part, except for individual lot sales which are made subject to the recorded covenants and restrictions of record; b. The sale or conveyance of the common areas to the HOA or POA where the requirements of Session Law 2011-256 have been met; c. The dissolution of the corporate entity, LLC, or General Partnership; d. Bankruptcy and/or foreclosure proceedings; e. A name change of the permittee; f. A name change of the project; g. A mailing address change of the permittee. 2. The Permittee is responsible for compliance with all the terms and conditions of this permit until such time as the Division approves the permit transfer in writina. Neither the sale of the project area, 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 procedures by the Division, in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C. 4. The permit issued shall continue in force and effect until revoked or terminated. 5. 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. 6. The issuance of this permit does not prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or terminating the permit for cause as allowed by the laws, rules, and regulations contained in Title 15A of the North Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General Statute 143-215.1 et. al. 7. The issuance of this permit does not preclude the Permittee from complying with and obtaining any and all other permits or approvals that are required in order for this development to take place, as required by any statutes, rules, regulations, or ordinances, which may be imposed by any other Local, State or Federal government agency having jurisdiction. Any activities undertaken at this site that cause a water quality violation or undertaken prior to receipt of the necessary permits or approvals to do so are considered violations of NCGS 143-215.1, and subject to enforcement procedures pursuant to NCGS 143-215.6. 8. Any person or entity found to be in noncompliance with the provisions of this stormwater permit or the requirements of the stormwater rules under 15A NCAC 02H.1000 as amended under Session Law 2008-211, is subject to enforcement procedures as set forth in N.C.G.S. 143, Article 21. Page 5of7 State Stormwater Management Systems Permit No. SW8 150406 9. Approved plans, application, supplements, operation & maintenance agreements and specifications for projects covered by this permit are incorporated by reference and are enforceable parts of the permit. A copy of this permit, application, supplements, the operation and maintenance agreements, and the approved plans and specifications shall be maintained on file by the Permittee at all times. 10. The Permittee grants permission to DENR Staff to enter the property during normal business hours for the purposes of inspecting the stormwater control system and its components. 11. Unless specified elsewhere, permanent seeding requirements for the swales must follow the guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual. Permit issued this the 28th day of April 2015. NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION --------�6a�. ---- --------- Tracy irector Division of Energy, Mineral and Land Resources By Authority of the Environmental Management Commission Page 6of7 State Stormwater Management Systems Permit No. SW8 150406 Attachment A — Maximum Built -Upon Area allocated to each lot Kingsbridge ti Section 5 (42 Lots) WIN M1llvwAb AIPA j$0) lw s-r A.W i --.�-__ 213M 037 - --- -- 2 3oR U7 3 _. _4_ 2.3JJ0 a94 7 -T..__�_.__..........I 1,3AJ4 1.02 _. OM ... 'i ago 0.50 SZ 12 ROW sew Wl3 13 2 300 i129 33. 4304 35 17 2,300 0-4-1 19 2,300 Q 5a �.300 4A4 �.. ,.. ... 24 i,30R I'M 0. . 25 2,304 4j4 26 2,340 J.1U6 i8 21$50 0.64 29 30 21954 3.04 d,1p00 i A.1 _ _ 31 3AM L32 34 41 2AU 8:Ji2 4.2 UN *,64 44.. 35Q9 2,650 1.13 45 2,3W� 46 4 il1V ll.�4 47 Utid RAJA iveonn 5 2.30Q R,Jii — --107 Q110 Kipeb idgq [I Section La! a Allnw f19 RUA Wj Lot 2,230 0.35 p, 6 a ,up 4L38 f-•- -•.• J!P�iP� - YkiT 9 iy 4.40 13 2,2!i� _ i114>i 14 lS 2,2R4 : r 31t 1J3 17 2,25J1 2i2i* G. V IR it. A 4.54 i..2 2.0 2,35Q G 4i 22 2,259 1.25 [:::::74 T�PkaIQUASs `ae{► 54,01* r1.41 Tallal SUA har WdIvidweal Luis [S6 Total) = 161,4W SF Page 7of7 Permit No. (to be provided by DEMLR) State of North Carolina Department of Environment and Natural Resources Division of Energy, Mineral and Land Resources STORMWATER MANAGEMENT PERMIT APPLICATION FORM LOW DENSITY SUPPLEMENT This form may be photocopied for use as an original A low density project is one that meets the appropriate criteria for built upon area and transports stormwater runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be found in Session Law 2008-211, 15A NCAC 2H .1000, Session Law 2006-246 and the State of North Carolina Stormwater Best Management Practice Manual. Curb and gutter systems are allowed provided they meet the requirements in 15A NCAC 2H .1008(g). I. PROJECT INFORMATION Project Name : Kinasbridae 11, Sections 5 & 6 Contact Person: Bill Treweek Phone Number: (910 )265-8350 Number of Lots:66 Allowable Built Upon Area (BUA) Per Lot*:see table Number of Dwelling Units Per Acre**: Low Density Development (check one): ® without curb & gutter ❑ with curb & gutter, outlets to (check one): ❑ Swales ❑ Vegetated Area *If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot. The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be shown in units of square feet. **(Phase II Post -Construction [non-SAl only) APR o m II. BUILT UPON AREA BY:_ Refer to DEMLR's forms and applications website for specific language that must be recorded in the deed restrictions for all subdivided projects. (http://portal., lenr.or2/web/lr/state-stormwater-forms docs) Complete the following calculation in the space provided below where: • SA Site Area - the total project area above Mean High Water. • DF Density Factor - the appropriate percent built upon area divided by 100. • RA Road Area - the total impervious surface occupied by roadways. • OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc. No. of Lots - the total number of lots in the subdivision. • BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious surfaces located between the front lot line and the edge of pavement. • Total allowable lot BUA - the computed allowable built upon area for all lots combined. • Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non -uniform lots. Form SW401-Low Density-Rev.3-2/10/09 Page 1 of 4 Calculation: For uniform lot sizes: (SA: ft2 x DF: ) - (RA: ft2)-(OA• ft2) = BUA per Lot = ft2 (No of Lots: ) For non -uniform lot sizes: a. (SA: 2104819 ft2 x DF:.12) - (RA: 89290 ft2) - (OA: 2288 ft2) = Total allowable lot BUA = 161000 ft2 b. Total BUA from lot listing: 161000sf. b must be _< a III. DESIGN INFORMATION Complete the following table. If additional space is needed the information should be provided in the same format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State of North Carolina Erosion and Sediment Control Planning and Design Manual or at http://hdsc.nws.noaa.gov/hdse/pfds/ Table 1. Swale design information based on the 10-year storm Swale No. Drainage Area (ac) Impervious Area (ac) Grassed Area (ac) C Q (cfs) Slope N Vatlow (fps) Vactual (fps) Flow Depth (ft 1 2.91 0.44 2.47 0.27 5.70 1.00 2.0 1.9 1.0 2 2.42 0.48 1.94 0.31 5.39 1.50 2.0 1.9 0.95 3 0.71 0.29 0.48 0.45 2.29 0.70 2.0 1.9 0.65 4 1.60 0.66 0.94 0.48 5.50 0.50 2.0 1.9 0.96 5 1.75 0.64 1.11 0.44 5.54 1.70 2.0 1.9 0.96 6 7 8 9 10 11 12 13 14. 15 _.. 16 17 BY: 18 19 20 Form SW401-Low Density-Rev.3-2/10/09 Page 2 of 4 ti 30 £ 052d 60/0i/Z-£'n0g-f4isu0Q MO'1-1017MS lal03 �A9 -s;apno q ina q;!m slaafoad .io; sma;! asaq; a;ajdmoa ,Ciu0 44 •s.ia;3 Isumlipps winbaa PCs �331911 uemaipIIeH Pus Isuisuq aamu egmi3;sj'oaiimed-aeZ'asnau aq; ui s;aafoid •t,aau p0114323n .io alt,ens t, oI MOO loaiip slallno qmD II d ot,a zoj t,aru aft,ululp aluoullap) uzalsXs alp of Buiuruzp saovi ms tit, 1U04 It,ilualod Ino-Ilmq alt,uiilm It, jjo-uru all Iun000u olui s33t,l uialsXs aql II•o Vf-N-- "A lallno gzno got,a aoj Iaaj 00I Ist,al It, si t,aM palt,la23n ao alt,nnS Jo TBU3,1 u'u -sluauiast,a aft,uiuip papzooaa ui palt,00l ant, salems lu— •aanoo anilulaffan luout,uuod .ioj (s)ad 4 sst,i2 sapnioui `.suuld uo popinoad Iiulop olumS 'i •suuid aip uo pagtoads si uoilt,laSan Iuoumuod puu Irulap alunnS •3I — •(s/Ij Z > XItoolan st anisoaa-uou `spuullann olut luauiaimbaz moU sigl aoj) A4iootan anisoia -uou t, It, spuullann aqI q.9noitil put, olut moU oI pauftap aru sputpom of 2uilmgosip salt,nnS f �� alt,i aniso.13-uou t, It, fItoolan uuols JBQX 0I alp XJJt,o oI pouftap act, sofems `u n-Lum uz t, IV •i '%S ump aalt,azS si adols 3i papinoid act, flioolan puu SS34S .it,ags Ioj suopulnolt,o `sloafoddlayno gins-uou .uou'°%S ut,gl jalt,aa ou si salums jo adois It,uipnllSuorj •q / 7 •salpms 1allno gdno iofI:S uvgj iadaajs ou io `I:£ ut,gl iodaals ou axe salums jo sadols apIs •.g �--2 (L00F HZ WON V9I zad algt,oildduji) DAV mgp alp uiglinn sluauzaambaj ,flisuap Wool oI suuojiioo Ioafoad i t -slot Ife put, Ioafo.id lluiano aqI.io3 papinoid are suoilt,lnolt,o uaru uodn llmg •a •slol Auuio olt,s agl oI ioud puu Suillt,ld jo sXup 0£ uiglinn oAkQ oI papinoid oq Ilt,gs Iuaumoop popaooai all jo Ad •luuuanoo aniloiilsaa t, su papaomi oq Iris 1oI-flAkS uuoj uo paxpbai st, aft,n2uul uoiloulsaz paaQ •p •szalum aoujins Iualltuualui put, It,iuuazad Ilt, jo pmmpuul laaj 0£ Ist,al It, palt,00l si t,ait, uodn Itinq III' :sloafoid uoponilsuoD-Isod II asuId zO3 +T_ •s,ialum aoujins oI Iuaot,fpt, pa P.inoid si .zajjnq anilt,la�an apron Iooj 0£ V :sailunoo lulsuoo OZ oql opislno sloafozd m-dp ao maH .zo3 q I �i •papino.id si smitm aot,jins luaot,fpt, .iajjnq anilt,laBan apron ,0£ t, `sloafoad Iuauzdolanapa-d .io3 •sialt,nn aoujins of luaot,fpt, papinoad si .ia3jnq anilt,laSan apron loot OS t, `9001'HZ DVON Jad :sauunoo Iulsuoo OZ agl ui sloafo.id ao,3 t, T-7- � 'oN IaagS sit,ilmI uuld/32t,d •slayno q.ino gjIm walodd iof d tl2no.igj u suuall apIduuoo dlup •pagag;Is aq Isnui uoilBa!pIsn, uaq; -law IOU si uia;i un JI 'molaq juplui Smi Iua&t, aqI `uuoj uolluoilddV i?uuad IuotmiNueW nju mumIS aqI uo luaSt, up polvaisop st,q Iut,oilddt, xp jI •fmmoau st, popinoad si uoilumumoop 2upoddns put, low uaaq anuq sluauxaimbaauisolio3 agl It,gl alt,otpui oI papYnoxd aat,ds aqI ui tuiliul •Iaaiozd aqI jo Iunotddg puB Aiarnaa IButi �CBIap Iil�,n sl�i i •uoilnu� xo�ui Ieuor;ippi .ioj ;sanbaa n ui Ilnsaa Ipm a2lunaud Iv;;tuigns a;ajdtuoatn uV •punoj aq uuo uoiluluaumoop Ouilaoddns ail wagon sjaqumu Iaags ueld io 32ud aqI oluoipui ast,aid . i I Z-800Z mt,'I uotssaS Pug `9tZ-900Z mu`I uotssaS `(LOOZ) iRnuLNi d V9 WNHQON `000 F HZ OVON VgI uoiloaS apoJ anilt,alsluiuipV t,uiloat,:) gp0N alp iod sluauiaimbai u2isop souillno IsiRoago gumolloj agZ 0 1,SI`IxjHHj SNiHZI Qa2IIflibHU 'Al . 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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.): M I lko f PE n 2. Location of Project (street address): Drive 2 0 2015 City:Hubert County:Onslow Zip:28539 3. Directions to project (from nearest major intersection): From intersection of Queens Haven Road and Queens Creek Road travel north to Kingsbridge Rd and take left, then right on East Ivy Bridge Road and follow to end where road enters Section 5 4. Latitude:34° 42' 6.7" N Longitude:-77° 11' 50.01" W of the main entrance to the project. II. PERMIT INFORMATION: 1. a. Specify whether project is (check one): ®New []Modification ❑ Renewal w/ Modificationt tRenewals with modifications also requires SWLI- 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 ❑Drains to an Offsite Stormwater System ❑Oth.er 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): ❑LAMA Major ®Sedimentation/Erosion Control: 30 ac of Disturbed Area ❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts none proposed b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number, issue date and the type of each permit: 5. Is the project located within 5 miles of a public airport? ®No [-]Yes If yes, see S.L. 2012-200, Part VI: http://portal.ncdenr.org/web/Ir/rules-and-regulations Form SWU-101 Version Oct. 31, 2013 Page 1 of 6 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 projeco: Applicant/Organization:Northern Investors Group, LLC Signing Official & Title:Neighborhood Homes & Realty, Inc., Member, Bill Treweek, President b. Contact information for person listed in item 1a above: Street Address:737 Chadwick Shores Drive City:Sneads Ferry State:NC Zip:28460 Mailing Address (if applicable):737 Chadwick Shores Drive City:Sneads Fegy State:NC Zip:28460 Phone: (910 ) 265-8350 Fax: (910 ) 325-8659 Email:btreweek58@gmail.com 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 & b. Contact information for person listed in item 2a above: Street Address: City:, Mailing Address (if applicable City: Phone: ( ) Email: State: U1. Zip: State: Fax: 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:Bill Treweek Signing Official & Title:President of Neighborhood Homes & Realty, which is a Member b. Contact information for person listed in item 3a above: Mailing Address:737 Chadwick Shores Drive City:Sneads Ferry Phone: (910 ) 265-8350 Email:btreweek®gmail.com State:NC Zip:28460 Fax: (910 ) 325-8659 4. Local jurisdiction for building permits: Onslow County Point of ContactJonathan Briggs Phone #: (910 ) 989-3072 Form SWU-101 Version Oct. 31, 2013 Page 2 of 6 IV. PROJECT INFORMATION 1. In the space provided below, briefly summarize how the stormwater runoff will be treated. Stormwater runoff will be treated in two primary ways sheet flow and swales Sheet flow will be treated by vegetative cover. Runoff will be collected in roadside swales from streets and roof areas Swales will direct runoff to outlet swales where they will be effectively infiltrated and filtered through a vegetative filter stria. A 50' buffer is provided between dispersed flow and any surface water and/or wetland 2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved: ❑ Approval of a Site Specific Development Plan or PUD Approval Date: ❑ Valid Building Permit Issued Date: ❑ Other: Date: b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with: ❑ Coastal SW -1995 ❑ Ph 11- Post Construction 3. Stormwater runoff from this project drains to the White Oak River basin. 4. Total Property Area: 49.71 acres 5. Total Coastal Wetlands Area: 1.39 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+:48.32 acres + Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area between the banks of streams and rivers, the area below the Normal High Water (NHM line or Mean High Water (MHM line, and coastal wetlands landward from the NHW (or MHVV) line. The resultant project area is used to calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHM line may be included in the total project area. 8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 =12.0 % 9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered stormwater BMP. For low density and other projects, use 1 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 Dr a Area 1 Drainage Area _ Drainage Area Drainage e Area Receiving Stream Name Queens Creek _ Stream Class * SA/HQW Stream Index Number * 19-41-16 Total Drainage Area (sf) 2,104,819 On -site Drainage Area (sf) 2,104,819 Off -site Drainage Area (sf) 0 Proposed Impervious Area** s 252,578 % Impervious Area** total 12.0 Im ervious' Surface Area Drama a Area x Drama e Area _ Drainage Area _ Drama e Area On -site Buildings/Lots (sf) 161,000 _ On -site Streets (sf) 89,290 On -site Parking (sf) 0 On -site Sidewalks (sf) 0 Other on -site (sf) 0 A WWI1 Future (sf) 2,288 Off -site (sf) 0 Existing BUA*** (sf) 0 Total (so: 252,578 x Stream Class and Index Number can be determined at: httpAortal.ncdenr.or /webfwq[ps/csu/classifications Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas, sidewalks, gravel areas, etc. Form SW-101 Version Oct. 31, 2013 Page 3 of 6 ***Report only that amount of existing BUA that will remain after development. Do not report any existing BLLA that is to be removed and which will be replaced by new B UA. 11. How was the off -site impervious area listed above determined? Provide documentation. There is not any off -site impervious area related to this project Proiects 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 stormwater requirements as per 1 SA 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 fromft://12ortal.ncdenr.org/web/3yg/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 ho://portal.ncdenr.or web/wq ws/su/statesw/forms docs. The complete application package should be submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the interactive online map at hU://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 http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. Initials 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 ::Z Form. (if required as per Part VII below) 3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M agreement(s) for each BMP. 4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to http://www.envhel�org/1aM/onestol2exl2ress.hbnl 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 receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2 mile radius on the map. 7. Sealed, signed and dated calculations (one copy). 8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: a. Development/Project name. b. Engineer and firm.. i c. Location map with named streets and NCSR numbers. � � d. Legend. t e. North arrow. f. Scale. BY:_ 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, finished floor elevations. 1. Details of roads, drainage features, collection systems, and stormwater control measures. m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a qualified person. Provide documentation of qualifications and identify the person who made the determination on the plans. Form SWU-101 Version Oct. 31, 2013 Page 4 of 6 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 separate document). p. Vegetated buffers (where required). �� 9. Copy of any applicable soils report with the associated SHWT elevations (Please identify —li�L elevations in addition to depths) as well as a map of the boring locations with the existing ff -- elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the project area clearly delineated. For projects with infiltration BMPs, the report should also include the soil type, expected infiltration rate, and the method of determining the infiltration rate. (Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior to submittal, (910) 796-7378.) 10. A copy of the most current property deed. Deed book: 3905 Page No: 617-626 11. For corporations and limited liability corporations (LLC): Provide documentation from the NC T— Secretary of State or other official documentation, which supports the titles and positions held by the persons listed in Contact Information, item 1a, 2a, and/or 3a per 15A NCAC 211.1003(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.secre!M.state.nc.us/Corl2orations/CSearch.asl2x 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/lr/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:Nicholas Kyle Shepard, PE Consulting Firm: Stillwater Engineering, Inc. Mailing Address:P.O. Box 477 City:Hampstead Phone: (910 ) 270-9889 Email:stillwaterengineering®charter.net State:NC Zip:28443 Fax: (910 ) 270-9889 IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this section) 1, (print or type name of person listed in Contact information, item 2a) , 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) with (print or type name of organization listed in Contact Information, item Ia) to develop the project as currently proposed. A copy of the lease agreement or pending property sales contract has been provided w'itl dicates the party responsible for the operation and maintenance of the stormwater syste APR 2 0 MS L. BY; - Form SWU-101 Version Oct. 31, 2013 Page 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 143-215.1 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: Date: a Notary Public for the State of . County of do hereby certify that 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 expires X. APPLICANT'S CERTIFICATION I, (print or type name of person listed in Contact Information, item 1a) Bill Treweek 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 211.1000 and any other applicable state stormwater requirements. Signature- ' �� Date: �1 a Notary Public for theStateof 0 f i County of do hereby certify that lA ll 11111%'l1. 1- Wa -Cyr personally appeared before me thi&bay of FtbCU AD L-�nd ackno a the exe o of the application for a stormwater permit. Witness my hand and official seal, 11 A P ••. ON ti� OTARy 1 0 .off .: �a.1o+;%•� yyiN�EI� c�:1►� SEAL My commission expiresS111ne�T APR 2 0 2015 BY: Form SWU-101 Version Oct. 31, 2013 Page 6 of 6 Low Density Residential Subdivisions Deed Restrictions & Protective Covenances In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations, deed restrictions and protective covenants are required for Low Density Residential Subdivisions where lots will be subdivided and sold. Deed restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon" area consistent with the applicable regulation governing the density ievei. I, Bill Treweek acknowledge and affirm by my signature below, that I will cause the following deed restrictions and protective covenants to be recorded for Kingsbridae II, Sections 5 & 6 prior to the sale of any lot: 1. The following covenants are intended to ensure ongoing compliance with State Stormwater Management Permit Number%/�/�4�0(, as issued by the Division of Water Quality under the Stormwater Management Regulations. 2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to maintain compliance with the stormwater management permit. 3. These covenants are to run with the land and be binding on all persons and parties claiming under them. 4. The covenants pertaining to stormwater may not be altered or rescinded without the express written consent of the State of North Carolina, Division of Water Quality. 5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence of the Division of Water Quality. 6. The maximum allowable built -upon area per lot is non -uniform (see table) square feet. This allotted amount includes any built -upon area constructed within the lot property boundaries, and that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel _brick, stone, slate and coquina, but does not include raised, open wood decking, or the wat s " ij pools. 7. In the case of a lot within CAMA's regulated AEC, where the Divisio f CoasAf Manage nt calculates a different maximum allowable built -upon area for that Iota I e governing maximum built -upon area for that lot shall be the most re active of he fw�o 8. Filling in or piping of any vegetative conveyances (ditches, swa/es, associated with e development except for average driveway crossings is strictly prohiN e y any persons. 9. Each lot will maintain a 30* foot wide vegetated buffer between all impervious areas and surface waters. 10. All roof drains shall terminate at least 30* foot from the mean high water mark of surface waters. *50 foot for p jects located in t 0 coastal count" Signature- Date: Z,5%� 9 I, - 4,1 �'�, a Notary Public in the State of i n a , Coounty of -�&dam' , do hereby certify that YV i t liam �.Tce\ALfeg�C personally appeared f before me this the Cday of \ , 20j_5_, and acknowledge the due execution of the foregoing instrument. Witness my hand and official seal, SEAS' y� pZARY ignature ; OG My Commission expires 1 L��f _ PUS ,�• 2V Form DRPC-5 Rev.2 05Nov2009 Page 1 of 1 Kingsbridge II Section 5 (42 Lots) Lot # Allowable BUA (SF) Lot Size (Acres) 1 2,300 0.37 2 2,300 0.37 3 2,300 0.34 4 2,300 0.33 5 2,300 0.32 6 2,300 0.40 7 2,300 1.02 8 2,300 0.63 9 2,300 0.50 10 2,300 0.65 11 2,300 0.80 12 2,300 0.45 13 2,300 0.29 14 2,300 0.28 15 2,300 0.35 16 2,300 0.33 17 2,300 0.47 18 2,300 0.69 19 2,300 0.52 20 2,300 0.40 21 2,300 0.44 22 2,300 0.85 23 2,300 0.43 24 2,300 0.32 25 2,300 0.34 26 2,300 1.16 27 2,800 1.07 28 2,850 0.64 29 2,850 3.04 30 3,800 1.41 31 3,800 1.32 32 3,800 1.11 33 3,000 0.98 34 3,000 0.77 35 3,000 0.79 41 2,850 0.62 42 2,850 0.64 43 2,850 0.80 44 2,850 1.13 45 2,300 0.80 46 2,300 0.56 47 2,300 0.61 Total BUA Section 5 107,000 Kingsbridge II Section 6 (24 Lots) Lot # Allowable BUA (SF) Lot Size (Acres) 1 2,250 1.01 2 2,250 0.35 3 2,250 0.26 j 4 2,250 0.38 5 2,250 0.35 6 2,250 0.23 7 2,250 0.34 8 2,250 0.33 9 2,250 0.40 10 2,250 0.35 11 2,250 0.32 12 2,250 0.26 13 2,250 0.19 14 2,250 0.20 15 2,250 0.20 16 2,250 0.27 17 2,250 0.24 18 2,250 0.50 19 2,250 1.21 20 2,250 0.44 21 2,250 0.71 22 2,250 1.25 23 2,250 0.66 24 2,250 0.41 Total BUA Section 6 54,000 Total BUA for Individual Lots (66 Total) = 161,000 SF APR 2 0 21 5 la 4i BY: Page 1 of 1