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SW8070243_HISTORICAL FILE_20190508
STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW YJD CUi�`t'3 DOC TYPE El CURRENT PERMIT ❑ APPROVED PLANS HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE aLq(2S�OL YYYYMMDD STATE OF NORTH CAROLINA Department of Environmental Quality 127 Cardinal Drive Extension Wilmington, North Carolina 28405 (910)796-7215 TILE ACCESS RECORD DEQ SECTION!r C ntiL iZ__ REVIEW TIMV1, E I DATE //� 1 z f D O NAME 6 [07v _ -5 c2-%-cn EMAIL iWEO <9 Sy t(C--1" f w w REPRESENT�ING �l � T^ PHONE Guidelines for Access The staff of Wilmington Regional Office is dedicated to making public records in our custody readily available to the public for review and copying We also have the responsibility to the public to safeguard these records and to carry out our day-to-day program obligations Please read carefully the followuig guidelines signing the form Due to the large public demand for file access, we request that you call at least a day in advance to schedule an appointment to review the files Appomtments wiW be scheduled between 9,00am and 3_00pin Viewing time ends at 4 45pm Anyone arriving without an appointment may view the files to the extent that tame and staff supervision is available. You trust specify files you want to review by facility name The number of files that you may review at one time will be limited to five You may make copies of a file when the copier is not m use by the staff and if time permits Cost per copy is $ 05 cents Payment may be made by check, money order, or cash at the reception desk FILES MUST BE KEPT IN ORDER YOU FOUND THEM_ Files may not be taken from the office To remove, alter, deface, mutilate, or destroy .material in one of these files is a misdemeanor for which you can be fined up to $500 00 No briefcases large totes, etc are permitted in the file review area 5 4 Necessary large plan copies can be scheduled with Cameron Weaver@ncderir go v 919-796-7475 for a later date/ti:ma at an offsite location at your expense Large plan copies needed should be attached on top of the file AlIways Graphics can be contacted to set up payment options Written Questions may be left with this completed form and a staff member will be. in contact with you IF you provide your contact information where indicated above. 6 In accordance with General Statue 25-3-512, a $25 00 processing fee will be charged and collected for checks on which payment has been refused PACLUTY NAME COUNTY 4/k Cr Sca 070Z Signature n Name of Firm/Business J Date Time In COPIES MADE �1,<� PAID INVOICE � a z. Ars /2, (�:' Time Out G /ADM/Shared/File Review Access Form rev 2018 07-17-'07 12 35 FROM -Cape Fear Engrneerin 910-383-1045 T-151 P001/014 F-387 CAPE FEAR Engineering, Inc. 157 Poole Road, $W# 100 SeAgMb NC 28Q6i ZEL (010) 3831044 FAX (910) W 1045 wwwcapefeareng7neering cam Fax Transmittal To Paul Bartlett, P E Fax (919) 733 - 9612 From Noelle Winstead CC Re Protect Return Pages 13 pages excluding transmittal page Date 07/17/07 Job # 875-36 Stormwater IF YOU DO NOT RECEIVE THIS DOCUMENT CLEARLY, PLEASE CALL (910) 383-1044 EJ This is your original ❑ Original to be mailed Paul, Here is a copy of the information that was faxed to Ed Heck at the Wilmington Regional Office Cape Fear Engineering (CFE) requesting the Oak Creek at Maritime Shores, State Stormwater Protect Number 5W8 060134 Modification, permit review process continue because a request for additional time was submitted via fax to you by CFE on June 6, 2007, prior to the June 15, 2007 Project Return letter from Ed Beck The request asked for an extension until June 22, 2007 CFE resubmitted the additional information to you via Federal Express on June 22, 2007 A hard copy of the information is also being sent to you by mail Thank you for your assistance on this matter Sincerely, Noelle Winstead Cape Fear Engineering Inc P 18751875-36\admin\Faxes Sent\Paul Bartlett - State SW- 071707 doc .07-17-`07 12 35 FROM -Cape Fear Engineerin ` MEMORY TRANSMISSION REPORT 910-383-1045 T-151 P002/014 F-387 FIL9 NO 989 DATE 06 06 14 20 TO 0 19197332496 DOCUMENT PAGES 1 START TIME 06 06 14 21 END TIME 06 06 14,21 PAGES SENT 1 STATUS OR TIME 06-06-'07 14 21 FAX NO 1 -9103831045 RME ,9103831045 *** SUCCESSFUL TX NOTICE *** =AP" F"A" E.7j/P7eev:r7,C7, /p7 _� Jun, f>. 2007 91O7 733 2496 VXA FACSIMILE T Paul 7- isartlett, PE I-nVlrorlmental Enalneer 512 N Salisbury Street Ralelghy NC 27604 Ra- Raquest Yor Additional Tim® 51rorrr►w*qter Project No Sw$ R150134 MQditicatlon Oak Creek at Maritimes 5horus Phases 2 BrvrisWick County Diver Mr_ Bartlett, I am writing this lettesr to re:quott odditiOnial tlma to submit the additional Informmtlon rICCLiCd in reverence to your letter dated May 0, 2007 I =xPevct to submit the required information prior t4 June 22, 2007 If you hav4 wny graestions concerning this matter please contact ma at (02.0) 3831044 Sincerely, fndAfidl Awd� ice - Larly GlImasn, PE Cc Flle 101 Pbcli Raa.( j! ulls 4(7p • Wl4MIN4 NC r"P.hf97 YCiI (p 9P)37p3�•1p.R.a • A4a(i �E�70)°.�C `.�-70•sb ww,ue.,pyrtirrrvw�ne...�uny mrn r 07-17-'07 12 36 FROM -Cape Fear Engineerin 910-383-1045 T-151 P003/014 F-387 CAINE FEAR Engineering, Inc. June b, 2007 _ VIA FACSIMILE* <19.�731�2496 , Paul T. Bartlett, PE - Environmental Engineer 512 N. Salisbury Street Raleigh, NC 27604 Re, Request for Additional Time Stormwater Project No SW8 060134 Modification Oak Creek at Maritime Shores Phase 2 Brunswick County Dear Mr. Bartlett, FILE COPY I am writing this letter to request additional time to submit the additional information needed in reference to your letter dated May 8, 2007. 1 expect to submit the required information prior t6nb-22; 2007. If you have any questions concerning this matter please contact me at (910) 383.1044. Sincerely, P&A &UW_ 4b Larry Gilman, PE Cc. File 151 RvIe Kaad, quite 100 - MOM, NC,26451 - rE'L. (910)303-1044 - FAX (910)303-1045 www caps arenglneering Gom 07-17-'07 12 36 FROM -Cape Fear Engineerin 910-383-1045 MEMORY TRANSMISSION REPORT T-151 P004/014 F-387 TIME FAX NO,1 NAME FILE NO 213 DATE 06,25 14 25 TO 83502004 DOCUMENT PAGES 10 START TIME 06 25 14 25 END TIME 06 25 14-27 PAGES SENT 10 STATUS OK *t* SUCCESSFUL TX NOTICE *** :06-25- 07 14 27 910-383-1045 Cape Fear Engineerin El�g�rr��riny, /rsc_ �.µyy in raae1 „err iergiseatioes WWw c`rpul9oLrG /!a7/iedr/RY ink Vwar '3rranlsmittsl To Edward 6a=k Fax sic) Sao 2CO04 From P.ndrepa -S L,ari jm$ cc ae Oak Grewk at Me,ritilme Onorratz Rh 2 pmgersa 9 incimcoino CovEgr 04AW Jana 25 "07 Job * a7s-36 "36' IF You oo NOT RECHIVE YM16 00GUME.Nr CLEARLY, PLEA8E GALL (010) 883-11044 © Thia is your orlptnal 0 OrIglnal to be m2Al4sd Mr gook In ralsponaa to your letter dbat a Juno 10h �0 7, P10000 find orlpinal comment latter da wtl Ms y eih Zp07" Wa foxed a iotWr rgquantinp etlrlingriell tlmn deitda Juno 6�' �tS87 fa �.. �,t 8arllott Wes ubmltt.ad addltronM lnformonon mat wxnb rwgU09412d On June 22^ �2007 1}or our trrinumrttal end UMA:w drottsd JUno 14 ' 2oo7 uliso to Poui Borthstt I havo enolobtid o cop of thFedFx Alr.bill an proof of or moillnp I hol*0 WIM will bb esufflCI4Wlt to fi�OPEr,t tho Oak Ureek 6tor,»WQtor file wite+ hout additkmall ftibb If you hcvts any quoallonc ConOwming Into matter pl,bama aonloct Nots110 WiMateed CO 910 36$ 1044 'T'hankat Andros 0 Lurklnts l3d-00 07-17-'07 12 36 FROM -Cape Fear Engineerin 910-383-1045 T-151 P005/014 F-387 GAPE FEAR Engineering, Inc. 151 A001A Road &as 100 88IV1119 NG 20457 TEL (010) 363 10" AAX (910) 308 1045 www capefeareng7rieeringi tom To Edward Beck From Andrea S Larkins Re Oak Creek at Maritime Shores Ph 2 Date June 25, 2007 Fax Transmittal Fax 910 350 2004 CC Pages 9, including cover Job # 875-35 "30" IF YOU DO NOT RECEIVE THIS DOCUMENT CLEARLY, PLEASE CALL (910) 383-1044 ❑ This is your original ❑ Original to be ma:led Mr Beck, In response to your letter dated June 1614, 2007 please find original comment letter dated May 814, 2007 We faxed a letter requesting additional time dated .tune 1 `h, 2007 to Paul Bartlett We submitted additional information that was requested on June 22" 1, 2007 per our transmittal and letter dated June 14", 2007, also to Paul Bartlett I have enclosed a copy of the FedEx Airbill as proof of our mailing I hope this will be sufficient to REOPEN the Oak Greek 5tormweter file without additional fees If you have any questions concerning this matter please contact Noelle Winstead @ 910 383 1044 Thanks Andrea S Larkins P 1875\875-36\admin\STORMWATER\Fax beck_25auneD7 doc 07-17-'07 12 36 VV n ! �'pt.'i > y p Y June 15, 2007 FROM -Cape Fear Engineerzn 910-383-1045 T-151 P006/014 F-387 Michael t tasiey, uovernor Mr Harper P Peterson Canopy Group, (-LC 212 Orange Street Wilmington, NC 28401 William G Ross Jr. Secrelary North Carolina Department of Envrronmenl and Natural Resources Subject: PROJECT RETURN Stormwater Project No. SWO 060134 Modification Oak Creek at Maritime Shores Phase 2 Brunswick County Dear Mr Peterson Coition H Sullins Director Division ofWator Quality RECEIVED JUN 2 i) 2087 A review of your Stormwater Management Permit Application indicates that as of this date, information requested on May 8, 2007, has not been received in this Office within the stipulated tlmeframe Per the requirements of Section 1009 (c) of the Stormwater Management Rules, this Office Is hereby returning the subject application as incomplete The $420 00 application fee has been forfeited and a new fee will need to be provided if you choose to resubmit this application in the future An inspection of the property will be conducted in the near future You are reminded that any construction of impervious surfaces on the property prior to receipt of a permit will constitute a violation of 15A NCAC 2H 1000 and may result in the assessment of civil penalties By copy of this letter to the local Building Inspector, this Off ice is requesting that they consider withholding the building permits and Certificates of Occupancy for this project pending issuance of a Stormwater Management Permit If you have any questions concerning this matter, please contact Paul Bartlett at (919) 733- 5083 X235 or me at (910) 796-7215 Srncerel Edward Beck Regional Supervisor Surface Water Protection Section ENS/ptb S IWQSISTORMWATERIRETURN1060134Mod jun07 cc �; k �fi� vis;#e 'ri@'1 P;E ;°'OapbT,ba ,,&nAtneeriggL3: Delaney Aycock, Brunswick Coun#y Inspections y Paul T Bartlett, P E Wilmington Regional Office Central Files NPAIICprolina ,Nr7#9r711J North Carolina Division of Water Qual ity 127 Cardinal Drive F-Mcnsion Wilmington. NC 28405 Phone, (910) 796-1215 Customer Service Wilmington Regional Office Internet www.ncwatgrgugl¢y-nr- Pax (910) 350 2004 1-677-623-6748 An Equal 4pportumty/Alfirmatrve Action Employer - 50%Recycled110% Post Consumer Paper 07-17-`07 12 36 FROM -Cape Fear Engineerin 910-383-1045 T-151 P007/014 F-387 a ao USAir 0 "' 8570 9787 91i57 Express omjjl�4u+sp6l pawl Son defsFed Fk � •� �_ 1�+��� tle �i'{ � AFccuntNumbor_ am Phone 1J State ZIP Aw aurlittemalBdNc Seterence aNbJl'3& l E Mi,iU,nwrsvAlNarvw ea eclpanCs� { I Phana � — w olkf ddms It"—q 11MW Dl IWW a.apteft ha$ 6WK C mb odd(m Am. I — — Meta' U ZIP— k i 40 EmpimPackage Servlce liroka9osupto150thr. RAN PV+onty Daarnel* i t' l J PPeda. d�Ovomfght E -r F9tt irEt might. L-t �'"fi1111�aW4Ya,inryr A 1' .• i,drq+YP,d.M'�T,ngNw3 redEx2WVQ FedkkdPr�eE�s,Savi� ZYT'\_r ❑ Oi IWI.1 in � gVrIMy14. 1� YOrm,rta.wi ^ o H E— iN Mivwa�. m and " ;•r=� •soer.dl.ra� �fkB Rrvltsoles 4h ExpMSReigMllpr4lce - a. FodFklOavyFieid' �4d6,TDaitire� NaRkw'.wad Fr ,Y '� 9vLtMlaQne,ia 6 r FedFx�pay�Yelgflt lr �Y TAyd u' i°�raq lnevaa&we' <s�Tu11 Y N •GifaCot�niWpr".'T_�+,. �. ��. r - i-� .^ - - ... ' a' ••T,ir�MMdia 5 Parki ono ❑ �8d0E e�F�PSt1�A*rir, 1� ! F dFi` � [�} ��, �"Dlhpt � `i'rxiYP la+Ae7Y.1liFiBWrE�V1k n r 1 P ndaEYd $ Special Hoomi ry �jUADAYDetnrcrV HDlOYP�aKday �lOIDS�p�tdiy ❑<etredF�tloeehon Q etFadE7f�Oceaon e r� uDraval ata �6&r[�6�r �fvEGE7Nrra �g�I�de�M�BN�Mr dYa14t+Itl aN�Sf�r a a.thfS aalp Mcnarinla nieuc WIT mnl�+l�S�o0. Y � + t � , ,� � yy�� �i ry � ❑ � ❑ asp3dr+ d�r-.� 8rpp-��wda'i ❑a'Iu.3UN IIK� to 4„irtdnFra•P�Fh090lfladm�NCtHW0ir3_i'R��Aeec49fi ' � ❑:iBfkpi4�'Ctd�107dy O 7 Payment BA%�Ehrnwi&aMttflo,<6,ahl4eNdMt ❑ �CIcd1�V�d ❑ C4sNCheGk tYJ.�a�.� P�+ABM � 1_l ThudPart51 r '�EPachagcs �m1yVe�gltt �, TgtelDaclatadVahkgt ' io.rE,lyrEBwwgf,muMpnadrda.e0,ern6w9�4eiararbrw{{yy�xarure_oyn W-�Y•ur �tu-a 6nb awn..emErulaonar,M►Mees+l0A6rMhoueurM9EE,3 ..14a4ialitdr�trmdrWaepMtx , 4 NFY AU,dential DehtrelY-$ignetwe Opnans,mnaw�+,*mu" da.rn,ruEera $ w Ao34�natnie Doomfte.mmHop ,' 1pQuectl+�jnAtuTe w,h:ow ni ' 6rarnrf n��`.rdd+.r ��0 anaN.ytl4f.rtilSaiYe?i!,►liCENiMipIMEe1N U.8JL lay 07-17` 07 12 37 FROM -Cape Fear Engineerin 910-383-1045 T-151 F008/014 F-387 IVCAPE DEAR Engineering, Inc. Y6f Paola AN4 Sub 110 Befft, H9.08481 TEL f9fQ) Sat 1044 Fax (M) 809.1045 www.capefearenginearing.com To: NCDENR —Water Quality Environmental Manager 512 N. Salisbury Street Raleigh, NC 27604 Attn' Mr. Paul T. Bartlett, PE FILE COPY Transmittal Date' June 22, 2007 File: 875-36 " 36" subject: Oak Creek @ Maritime Shores, Ph 2 Revised Stormwater Application SW8 060134 Modification Ca As Requested For Your Files ❑ For Distribution ® For your Review / Action / Approval © Sent via Mad H Sent via Courier quantity Drawing No. Description 2 Revised Stormwater Control Plan 2 Revised Design Narrative with Calculations 2 Revised Original and One Copy of Application 2 Revised Original and One Copy of all Supplements REMARKS If you have any questions, please contact our office at (910) 383-1044. Thanks CC: Cape Fear Engineering, Inc File (875-36 "360) Signed Nwo- U�UW4, IC, Davis Fennell, PE ;� 11 � of ILA- (9�5 01 r aska fv' WM66 m -Vlk �rZ,'jbl Trans_ncelenr 22}une07 07-17-'07 12 38 FROM -Cape Fear Engineerin 910-383-1045 T-151 P009/014 F-387 CAPE FEAR Engineering, Inc. June 14, 2007 Paul T Bartlett, P E NCDENR 127 Cardinal Dr, Ext Wilmington, NC 28405-3845 RE: Oak Creek at Maritime Shores (Project ID: SW8 060134) Mr Bartlett: Please find the enclosed response to your request for additional information for the above referenced project, 1 Please refer to the Design Narrative for the requested information. 2 Please see below a Construction for Pond #1 has not been completed and a PE certification will be submitted upon completion b The wetlands have been evaluated by a qualified professional, A copy of the wetland determination is included 3 See calculations on Sheet S-1 Permits have been revised to show the updated mformation 4 Please refer to Sheet C-3 and C-4 for project area and drainage area delineation, 5 The pond in Phase 1 has been labeled Pond #1 and the pond in Phase 2 has been labeled Pond #2 in all supplements and the plans. ` 6, "Entrance" is the entrance to the site (Phase 1), from Old Town Creek Rd. Sec 1116 has been clarified on the permit 7 Item is attached to this submittal 8 Asterisks have been removed and the permit now shows the correct information. 9 please see below a Seasonal High Water Table and Hydraulic Conductivity have not been determined, but we will install a clay key or slurry wall to prevent the wetlands from inadvertently being drained 10 _A1Lsupp1ement&haYa1=een signed by nimnha managw M char,] -Mori --- 11 Please see below a Please refer to Sheet S-1 for site area calculation b Please refer to the modified Stormwater Permit for the requested information c 'There are 55 total lots in Oak Creek Phases 1 &2 151 Pools Road. Suite 100, 861vilk MC26451 d XEL. (910)365.1044 -FAX (910)303-1045 www rapelwrenglneeft.cam 07-17-'07 12 38 FROM -Cape Fear Engineerin 910-383-1045 T-151 F010/014 F-387 12 See below a. A Flow Spreaders are provided (rip -rap aprons) at the beginning of each swale, b Level Spreaders have been added to the ends of each swale in Phase 2 13 Please refer to the revised Stormwater Permit Application for the following information a Item has been corrected in the Permit b Item has been corrected in the Permit c The supplement has been corrected. 14. See below, a The Overall Impervious area has been corrected on the application to read 379,132 sf which equals the sum of all the impervious columns b The Phase 1 Pond correct impervious number is 2 48 ac and has been corrected on the supplement 15. See below a An outlet structure has been added to Pond #2, Please refer to details on Sheet C-4 b The temporary pool elevation is 45 35 and not 45 50 or 46 00, the correction has been made on the plans and the supplement. c. The temporary pool volume is 2,239 sf at elevation 45 35 as seen on the supplement and calculations d. The pond is 3' deep and sediment removal is set at 2 75' 16 See below a Item is attached to this submittal. b Added to Sheet C-3, C-4, and S-1. c Please refer to the Water Quality Swale Detail on Sheet S-1. 17. See below a A 10' wide vegetative shelf has been labeled on the plans b, The 10' vegetated shelf has been labeled on Sheet S-1 I trust this information to be sufficient for your review and approval. If you have any questions or require additional information, please contact this office Sincerely, Mark Brown, B.1 07-17-'07 12 39 FROM -Cape Fear Engzneerin 4nAPE FEAR gineering, Inc. June 6, 2007 VIA FACSIMILE: 919.733.2496 Paul T Bartlett, PE Environmental Engineer 512 N, Salisbury Street Raleigh, NC 27604 910-383-1045 Re: Request for Additional Time Stormwater Pro]ect No. SW8 060134 Modification Oak Creek at Maritime Shores Phase 2 Brunswick County Dear Mr. Bartlett, T-151 P0111014 F-387 FILE COPY I am writing this letter to request additional time to submit the additional information needed in reference to your letter dated May 8, 2007, I expect to submit the required information prior tM 1E, r�;yo7: If you have any questions concerning this matter please contact me at (910) 383.1044, Sincerely, N &"- ;b Larry Gilman, PE Cc: File 157 Pool&Road, 9ults 100 - Oelvllle. NC$84,61 a rel, (910)363-1044 • FAX (910)363.1045 wwwWpefearenymaering cum 07-17-'07 12 39 FROM -Cape Fear Engineerin 910-383-1045 T-151 P012/014 F-387 a War , MtcbulF. fiUIV, ( tumor William Ran fr. 9ncreary WWA 09MIlAGAapadMCnt of 8nvommentlad Natural RaaotM*W pQO Atan a K6mr1c, P.R [tractor 1plv+r 1m orwata o"Idy May 8, 2007 Mr. Harper Paterson Canopy Group, LLC 212 Orange Street Wllmingtan, NC 28401 Subject: Request for Additional Information Stormlwater Project No. SWR 060134 Modification Oak Crook at Maritime Shores Phase 2 Brunswick County Dear Mr. Peterson: The Wdrnington Reggional QfliCe received a Stormwater A►ianagement Permi# Applicetivn for dolt Creek at Maritime Shorr}s Rhase 2 an February 28, 2I107'. A preliminary review of #hat information has determined that th®apptic�a#ian is rnat complete. The #allowing Information Is needed to e the stonwater reoon#irnl view; I. Please provide a Narrative (riot included In calculation package) for the proposed project that includes a discussion of the: (a Increase In project area and new total number of lots; (b) whether or not the pondpermittedunder Phase 1 has been . constructAlnege ) any changes to the drainage and Impervious areas to the phase 1 pand, (d) and Impervious areas to the proposed pond for Phase 2; (a) drainage and impervious areas that sheet flow in low density areas; and (f) ovemil drainage and Impervious areas. 2. Please provide; (a) an original of the PE-cartiflcation for the Phase 1 pond, I it has been constructed; and (b) a copy of the Corps of Engineers' wetland determination that includes the property being added to the project area with the proposed Phase 2 modl�iagtlan. 3. Please calculate project area and project den:;4 using the Method 1/Method 2 calculation procedure (attached) and revise Sections Ilia and 111.4 accordingly 4. Please delineate on the plays: (a} mw poseddrroject area; and (b) proposed drainage areas to ponds and swlslelr; an c de areas that sheet flow without swales. S. Please consistently label pond numbers on the application, supplements (entry. gh+en Is ,,NfA' , calculations and plans. For example, the proposed Phase 2 pond is labeled "Pond 1" and the Phase pond as "Pond Won heat #$-1 (plan view -only, no label on detail for each), the table of Section 111.6 in the application lists "Pond" fvr the Phase 1 pond and "Pond Phase 2" (Pond 01 art Sheet #5-1 , and the calculations list "Pond 91" for the Phase 1 pond and "pond #1— Phase 2" for the proposed Phase 2 pond. 6. Please clarify the "Entrance" table entries In Section 111.6 of the application. It appears that the "Entrance" drainage area (see Item #4b above) is the drainage to Cl #14 and CI #15 and is a portion of the drainage to Swale a. - *A0000; Wetla"d4 "nd Starmwata Illrinah I617 Mali Service Ccntcr Ra1013h, NC 2160.1617 Fltona (910) 73"083 bt M0. i9utratatO.nd.us 51214, 8.06urys1. RAIm NC 17604 VAX Vl9)733.%J2 M ttittAl OpAottw*/Mrmathre Aclron &*ayar-SH Rocytl0M01A Poe! CatuumsrRaper 07-17-'07 12 39 FROM -Cape Fear Engineerin 910-383-1045 T-151 P013/014 F-387 Mr. Harper Peterson May 8, 2007 r lldati n No, Mo g691 L4 Mod! as UO Please provide an original (si ned, dated, and notarized) of the proposed deed restrictions to Include all required conditions and limitations for the proposed total of 65 lots for Phases 1 and 2 (template attached}. 8. Please clarify the asterlcks at the top of the table In Section 111.6 of the application in the °Entrance" and "Pond Phew 2" columns, 9. Please provide a soils report and seasonal high water table data for the proposed Phase 2 pond. The wetlands adjacent to the and appear to be at an elevation of ap rouimateiy 45' tv 50' and only 15'horiaontallyj from the permanent pool (elevation 46). Please demonstrate how the temporary pool volume will not be compromised by the SHWT and/or draining of the wetlands into the pond. 10, Please provide originals of all modified supplements that are notarized In the presence of Mr. Harper Peterson. 11. Please claim the Low Density Supplement as follows: (a) base the site area on the Method 1/Metho 2 calculation (see Item #3 above), clarify road area (2,77 ao overall per application vs 2.47 ao in supplement, and (c) 55 lots overall per proposed pans and 50 lots per supplbment. 12. Please provide, (a) flowspreaders into all low density swales; and (b) level spreaders at the end of all swales that discharge into surface waters (Bishops Branch) and wetlands (i.e., SW 1 through SW-4). 13. Please clarify the drainage area entries in the table of Section 111.6 of the application as follows: (a) "Overalr' drainage Is listed as 1,231,006 aq ft but the sum of drainage areas from each column is 619,209 sq ft.; (b) should the drainage area for SW-B be 88152 aq ft vs 8816,2 sq ft in the table?; and (c) the Phase 1 pond drainage area Is listed as 6.82 arc in the supplement, 0,52 ao in the application, current permit and calculations (and Is labeled as Pond 02 on Sheets #C-1 and S-1...see Item #5 above), 14. Please clarify the impervious area entries In the table of Section 111,E of the application as follows; (a) "Overall" impervious area Is listed as 240,802 sq ft, but the sum In that column is 263,870 aq 8, and the total when eaoh column 1s added is 262,372 sq it.: and (b) impervious area for the Phase 1 pond is 2.48 ac per the application, calculations, and Current permit and 2.40 so per the supplement. 15. For the Phase 2 pond Pond #1 per Sheet #C-3). (a) Please provide an Outlet Structure and a detoil of the Qa that includes the orifice Invert at the permanent pool elevation (proposed outlet appears to_I a at atempo_ y.pool elevation), grate details, discharge pipe from the OS. Fr9, and ev spreader using�ie r�'arrt design guidelines). Clogging/maintenance will be a problem with only a small pi,pe through the pond side. (b) Clarify the temporary poet elevation (455 per Sheet #C-3 table and 46.0' per supplement and calculations), 07-17-'07 12 40 FROM -Cape Fear Engineerin 910-383-1045 T-151 P014/014 F-387 Mr. Harper Paterson MOO 812007 Alvwa Lr.A-PiWato No. SW 0 0 ittoation (c) Clarify the tgmpora pool volume (4662 cu ft per supplement and �4975 cu ft per calculations at 461 elevation). (d) Provide a minimum 3' depth betwasn the ppermanent pool elevation and maximum sediment elevation (only 0.7a' provided). I a. For $wales 8W-1 through SW-4:. 8 Please provide PE-atamped suing calculations; bi Please provide spot elevations at the end the 100' swales, and/or label Ohm linear slope; and (0) Clarify the bottom width of the sweles (Sheet 08,1 detall labeislillustrates NSottcxn Vedas" and width appears to be Caro on plans, but isn't labeled. 17. For Sheets -1 and Wn a Add a label for the 1p/wide vegetated shelf in the section details; and b illustrate/lebol the 10' wide vegetated shelf in the plan view details on Sheet #S-1. Please note that this request for additional informabon is In response to a preliminary review. The requested information should be received by this Ofiioe prior to June 8, 2007, or the application will be retumed as incomplete. The rdtum of a pm)eat will necessitate resubmittal of all required items, Including the appilosVon fee. If you need additional time to submit the information, please mail or fax your request for a time extension to the Wslon at the address and fax number at the bottom of this letter. The request must Indicate the date by which you expect to submit the required information. The constrootidn of any impervious surfaces, other than a construction entrance under an apprevad Sedimentation Erosion Control Plan, is a violation of NCGS 143 2116.1 and Is subject to enforcement action pursuant to I G04 14341 UA. Please reference the State assigned project number on all correspondence. Any original documents that need to be rdAsed have been sent to the engineer air agent. All original documents must be ratumed or new originals must be provided. Copies are not acceptable. If you have any questions concerning this matter please feel frge to tali me at (919) 7334083 X235. Paul T. Bartlett, P.E. l;nvironrnental ftineer FNB/ptb: 8:IWQSISTCRMNATPRIADDINFO120071060134Mod.may07 cc: K. Davis Fennell, P.E., Cape Fear Engineering Ea I it t State of North Carolina Department of Environment and Natural Resources Division of Water Quality Wetlands and Stormwater Branch 1617 Mail Service Center Raleigh, NC 27699-1617 Michael F Easley, Governor FAX COVER SHEET William G Ross, Jr, Secretary Date* 8/7/07 No. of Pages- 3 (Incl Cover) To- Davis Fennell From: Paul Bartlett Company: Cape Fear Eng Water Quality Section - Stormwater FAX # (910) 383-1045 FAX #. 919-733-9612 Phone #. 919-733-5083 X235 DWQ Stormwater Protect Number: SW8 Protect Name: Oak Creek at Maritime Shores Phase 2 MESSAGE - Davis, A Request for Additional Information is attached for the subject protect The original will be mailed to Mr Merritt, and a copy will be mailed to you If you use a courier service, please send to my attention at NCDENR — Div Of Water Quality Archdale Building, 12th floor, Room1209E 512 N Salisbury St Raleigh, NC 27604 la� ENBlptb S1WQSISTORMWATERIADDINF0120071060134Mod aug07 1617 Mail Service Center, Raleigh, NC 27699-1617 'Telephone (919) 733-5083 FAX (919) 733-9612 An Equal Opportunity Affirmative Action Employer �IA;F RQ� s7 � August 7, 2007 Mr Michael Merritt, Member/Manager Canopy Group, LLC 141A Old Fayetteville Road Leland NC 28451 Michael F Easley, Govemor William G Ross Jr , Secretary North Carolina Department of Environment and Natural Resources Subject: Request for Additional informationc> 7d Stormwater Project No. SW8 0687�4 Modification Oak Creek at Maritime Shores Phase 2 Brunswick County Dear Mr Merritt Coleen H Sullins, Director Division of Water Quality The Wiimington Regional Office received a Stormwater Management Permit Application for Oak Creels at Maritime Shores Phase 2 on February 28, 2007, and a revised application on June 25, 2007 The application was returned on June 15, 2007 The application has been reinstated without an additional fee since an extension was requested on June 6, 2007 to June 22, 2007, for the information requested by this office on May 8, 2007 The request was sent by FAX on June 6, 2007, but to an incorrect FAX number The requested additional information was submitted on the requested, extended date A preliminary review of that information has determined that the application is not complete The following information is needed to continue the stormwater review and primarily involves Item #15 of the Request for Additional Information dated May 8, 2007,�`� 1 Please clarify the temporary pool elevation for Po&40' heet #C-3 lists 38' in the detail table and the calculations and supplement li 2 Please clarify the invert elevations for the orifices for Ponds #1 and #2 Both orifices' invert elevations are illustrated at the temporary pool elevation and not the permanent pool elevation on the section details on Sheets #C-3 and C-4 Please illustrate the outlet structure for Pond #1 on the Forebay Section Detail on Sheet #C-3 4/ Please clarify the scale on Sheet #C-3 It appears to be approximately 1"=80' from the given dimensioning 5 Per Item #15(d) of the May 8 Additional Information Request, please provide a 3' minimum pond depth above the maximum sediment elevation and below the permanent pool elevation Only 2 25' is provided per the revised plans (3' X 75% per the revised supplement, sheet 3 c y K " t H Ii Lgg J C'J - �P� �.,r.i p �@ 7 l �I 01 P se clan he follo'�vi n the table for e calculations fy t rig items a prSib �d b e o the swal a)� WQS-B Impervious area of(0 9cr and 1 07 ac per Sheet #C-3 (b) Longitudinal slopes appear to be 0 0025, 0 0086, 0 0258, and 0 0436 for WQS-A, WQS- B, SW-1, and SW-2, respectively vs the values given in column "10" lt` Carolina ura!!y Wetlands and Stormwater Branch 1617 Mad Service Center Raleigh, NC 27699-1617 Phone (919) 733-5083 intemet h2o enr state nc us 512 N Salisbury St Raleigh, NC 27604 FAX (919) 733-9612 An Equal Opporhunrty/Affirmative Action Employer— 50% Recyded110% Post Consumer Paper Mr 'Michael Merritt, Member/Manager August 7, 2007 o SW8 060134 Modification Please clarify the Pond #1 orifice size (1"�) illustrated on the Pond #1 Outlet Detail on Sheet #C-3 The supplement, calculations, plans, and Forebay Section Detail list 1 5°o Please note that this request for additional information is in response to a preliminary review The requested information should be received by this Office prior to September 8, 2007, or the application will be returned as incomplete The return of a protect will necessitate resubmittal of all required items, including the application fee If you need additional time to submit the information, please mail or fax your request for a time extension to the Division at the address and fax number at the bottom of this letter The request must indicate the date by which you expect to submit the required information The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS 143-215.6A Please reference the State assigned project number on all correspondence Any original documents that need to be revised have been sent to the engineer or agent All original documents must be returned or new originals must be provided Copies are not acceptable If you have any questions concerning this matter please feel free to call me at (919) 733-5083 X235 Sinc ly, ,l Paul T Bartlett, P E Environmental Engineer ENBlptb S1WQSISTORMWATERIADDINFO120071060134Mod aug07 cc K Davis Fennell, P E , Cape Fear Engineering Paul Bartlett 2 41 CAPE FEAR Engineering, Inc. - �4z September 13, 2007 4 1, ,o Paul F Bartlett, P E NCDENR 127 Cardinal Dr Ext Wilmington, NC 28405-3845 RE- Oak Creek at Maritime Shores (Protect ID. SW8�Jfi91'3) Mr Bartlett Please find the enclosed response to your request for additional information for the above referenced p o�ect 1 The temporary pool elevation Ior Pond#I is 40' Sheet C-3 has been revised accordingly The details for the ponds have been revised on sheets C-3 and C-4 to more accurately depict the orifice invert elevation to be at the permanent pool , /� The outlet structure is illustrated on revised sheet C-3 V �1 The scale of sheet C-3 is 1 "=80' The scale has been corrected graphically tJ and in the title block ,15 Pond #2 has been revised to provide the necessary depth Aso revs eQ are the pond calculations and supplement ��a , J- o` 6 Please see below ,^� �,�'; )11) ,—a The impervious area draining to WQS-B has been properl�labeled as 0 90 AC on the revised sheet C-3 The longitudinal slopes have been corrected on the revised plans Also revised are the calculations and curb outlet supplement IX-7 The diameter of the orifice has been corrected to 1 5" on sheet C-3 trust this information to be sufficient for your review and approval Please find attached 2 sets of revised plans, pages 2 and 4 of the pond supplement (Pond 2), page 2 of the curb outlet supplement, and revised calculations Please contact this office should you requite and additional information Respect F ly, K Davis F ncil, PE cc, lile (875-36 "36 ) 151 Poole road, Suite 100 • 8elville, NC26451 • TEL (910)363-1044 -FAX (910)383-1045 wwwcapefearengineering com State of North Carolina Department of Environment and Natural Resources Division of Water Quality Wetlands and Stormwater Branch /- 1617 Mail Service Center ✓�p�(IG7r�{/ Raleigh, NC 27699-1617 ` Michael F Easley, Governor William G Ross, Jr, Secretary FAX COVER SHEET Date- 1011107 No of Pages, 2 (Incl Cover) To: Davis Fennell From: Paul Bartlett Company: Cape Fear Eng Water Quality Section - Stormwater FAX # (910) 383-1045 FAX #. 919-733-9612 Phone #• 919-733-5083 X235 DWQ Stormwater Protect Number. SW8 070243 (formerly 060134 Modification) Protect Name Oak Creek at Maritime Shores Phase 2 MESSAGE - Davis, A Request for Additional Information is attached for the subject protect The original will be mailed to Mr Merritt, and a copy will be mailed to you If you use a courier service, please send to my attention at NCDENR — Div Of Water Quality Archdale Building, 12th floor, Room1209E 512 N Salisbury St Raleigh, NC 27604 /J ENBlptb S IWQSISTORMWATERIADDINF0120071070243FAX oct07 1617 Mad Service Center, Raleigh NC 27699-1617 Telephone (919) 733-5083 FAX (919) 733-9612 An Equal Opportunity Affirmative Action Employer W A rFq . `0F QG Michael F Easley Governor William G Ross Jr, Secretary r b- u North Carolina Department of Environment and Natural Resources Q �[ Coleen H Sullins, Director Division of Water Quality October 1, 2007 Mr Michael Merritt, Member/Manager Canopy Group, LLC 141A Old Fayetteville Road Leland, NC 28451 Subject Request for Additional Information Stormwater Project No SW8 070243 (formerly 060134 Modification) Oak Creek at Maritime Shores Phase 2 Brunswick County Dear Mr Merritt The Wilmington Regional Office received a Stormwater Management Permit Application for Oak Creels at Maritime Shores Phase 2 on February 28, 2007, and revised applications on June 25 and August 13, 2007 A preliminary review of that information has determined that the application is not complete The following Sw informati n is needed to continue the stormwater review 1 k; 7ase clarify the Average Head calculations for the ponds It appears that an incorrect �L' ``���` difference between the Temporary and Permanent Pool elevations was used (0 98& 0 5' � instead of 3 0' & 0 35' for Ponds #1 & #2, respectively) [�2 revise the calculations (including pond drawdown), plans, and supplements accordingly, 4a4sed on the results of Item #1 above, to provide a 2 to 5 day drawdown for both ponds Q Please note hat this request for additional information is in response to a preliminary review The requested information should be received by this Office prior to November 2, 2007, or the application will be returned as incomplete The return of a project will necessitate resubmittal of all required items, including the application fee If you need additional time to submit the information, please mail or fax your request for a time extension to the Division at the address and fax number at the bottom of this letter The request must indicate the date by which you expect to submit the required information The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-216.1 and is subject to enforcement action pursuant to NCGS 143-215 6A. Please reference the State assigned project number on all correspondence Any original documents that need to be revised have been sent to the engineer or agent All original documents must be returned or new originals must be provided Copies are not acceptable If you have any questions concerning this matter please feel free to call me at (919) 733-5083 X235 Paul T Bartlett, P E Environmental Engineer ENBlptb S1WQSISTORMWATERIADDINFO120071070243 oct07 cc K Davis Fennell, P E , Cape Fear Engineering Paul Bartlett Wetlands and Stormwater Branch 1617 Mail Service Center Raleigh, NC 27699 1617 Phone (919) 733-5083 Internet h2o enr state nc us 512 N Salisbury St Raleigh, NC 27604 FAX (919) 733-9612 An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper No `hCaroima ,11�atura!!y CAPE FEAR Engineering, Inc. October 3, 2007 Paul T Bartlett, P E NCDENR 127 Cardinal Dr Ext Wilmington, NC 28405-3845 D I 0Gr DOOCT LL '�;' 0 sveter Branr RE: Oak Creek at Maritime Shores Stormwater Project No. SW8 070243 (formerly 060134 Modification) Mr Bartlett Please find the enclosed response to your request for additional information dated October 1, 2007 for the above referenced project 1 The average head calculations for Pond #1 and Pond #2 have been revised x 2 The orifice for pond #1 is now 1 0", not 1 5" The pond cross section and #V tof outlet detail for pond #1 has been revised on Sheet C-3 The orifice for Pond #2 did not change because the pond still draws down in 2-5 days cl Please find enclosed 2 copies of the revised sheet C-3 and 2 copies of the revised calculations for Pond #1 and Pond #2 Please contact this office should you require and additional information Respec ully, K Davis Fennell, PE cc file (875-36 "36") 151 Poole Road, 5u)te 100 - Oelvdle, NC 25451 P TEL (910)3193-1044 • FAX (910)363-1045 wwwcapefearengineermg com Re SW8 060134 Oak Creek @ Maritime Shores Subject: Re SW8 060134 Oak Creek @ Maritime Shores From. Paul Bartlett <Paul Bartlett@ncmatl net> Date: Tue, 11 Sep 2007 08 41 40 -0400 To: Noelle Winstead <noelle wtnstead@capefearengineering com> CC: Davis Fennell <davis fennell@capefearengineermg com> Noelle, Extension approved Will look for it 9/17 Paul Noelle Winstead wrote Paul, Thank you for your assistance this morning As discussed, Cape Fear Engineering is requesting a one week extension to submit the additional information that you requested on August 7 concerning the subDect proDect The information will be submitted to you no later than Monday, September 17, 2007 Noelle Winstead Cape Fear Engineering Inc (910) 470-1940 1 of 1 9/1 1/2007 8 41 AM CAPE FEAR Engineering, Inc. 161 Poole IWd, SUM 100 BOW,W, W 28461 TEL (910) 383 1044 FM (910) 383 1045 www.capefearengineering cam To: NCDENR — Water guality Environmental Manager 512 N. Saiisbu Street Ralei h, NC 27604 Attn: Mr. Paul T. BartlettPE FILE COPY Transmittal Date: June 22, 2007 File: 875-36 1136" subject: Oak Creek @ Maritime Shores, Ph 2 Revised Stormwater Appllcation SW8 060134 Modification ❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval ❑ Sent via Mail ❑ sent via courier Drawing No. Description Revised Stormwater Control r Revised Design Narrative with Calculations Revised Original and One Copy of Application Revised Original and One Copy of all Supplements REMARKS If you have any questions, please contact our office at (910) 383-1044 Thanks cc Cape Fear Engineering, Inc. File (875-36 "36") Signed _ f lYwep, La-L" K. Davis Fennell, PE Trans ncdenr 22juneo7 CAPE FEAR Engineeving, Inc. June 14, 2007 Paul T Bartlett, P E NCDENR 127 Cardinal Dr Ext Wilmington, NC 28405-3845 RE: Oak Creek at Maritime Shores (Project ID: SWS 060134) Mr Bartlett Please find the enclosed response to your request for additional information for the above referenced project 1 Please refer to the Design Narrative for the requested information 2 Please see below a Construction for Pond #1 has not been completed and a PE certification will be submitted upon completion b The wetlands have been evaluated by a qualified professional A copy of the wetland determination is included 3 See calculations on Sheet S-1 Permits have been revised to show the updated information 4 Please refer to Sheet C-3 and C-4 for project area and drainage area delineation 5 The pond in Phase 1 has been labeled Pond #1 and the pond to Phase 2 has been labeled Pond #2 in all supplements and the plans 6 "Entrance" is the entrance to the site (Phase 1), from Old Town Creek Rd Sec III 6 has been clarified on the permit 7 Item is attached to this submittal 8 Asterisks have been removed and the permit now shows the correct information 9 Please see below a Seasonal High; Water Table and Hydraulic Conductivity have not been determined, but we will install a clay key or slurry wall to prevent the wetlands from inadvertently being drained 10 AIL&upplements-have_been_srgnedanagerMtchacl-Merritt, 11 PIease see below a Please refer to Sheet S-1 for site area calculation b Please refer to the modified Stormwater Permit for the requested information c There are 55 total lots in Oak Creek Phases 1 &2 151 Pbole Road, Suite 100 - 9elville, NC 26451 - M (910)383-1044 -FAX (910)383-1045 www capefwangineerieg cam 12 See below a A Flow Spreaders are provided (rip -rap aprons) at the beginning of each swale b Level Spreaders have been added to the ends of each swale in Phase 2 13 Please refer to the revised Stormwater Permit Application for the following information a Item has been corrected in the Permit b Item has been corrected in the Permit c The supplement has been corrected 14 See below a The Overall Impervious area has been corrected on the application to read 379,132 sf which equals the sum of all the impervious columns b The Phase 1 Pond correct impervious number is 2 48 ac and has been corrected on the supplement 15 See below a An outlet structure has been added to Pond #2 Please refer to details on Sheet C4 b The temporary pool elevation is 45 35 and not 45 50 or 46 00, the correction has been made on the plans and the supplement c The temporary - pool volume is 2,239 sf at elevation 45 35 as seen on the supplement and calculations. d The pond is 3' deep and sediment removal is set at 2 75' 16 See below a Item is attached to this submittal b Added to Sheet C-3, C-4, and S-1 c Please refer to the Water Quality Swale Detail on Sheet S-1 17 See below a A 10' wide vegetative shelf has been labeled on the plans b The 10' vegetated shelf has been labeled on Sheet S-1 I trust this information to be sufficient for your review and approval If you have any questions or require additional information, please contact this office Sincerely, /&/-" Ao--- 0- Mark Brown, E I MEMORY TRANSMISSION REPORT TI14E 06-06-' 07 14 21 FAX NO 1 9103831045 NAME 9103831045 FILE NO 989 DATE 06 06 14 20 TO S 19197332496 DOCUMENT PAGES 1 START TIME 06 06 14 21 END TIME 06 06 14 21 PAGES SENT 1 STATUS OK **f SUCCESSFUL TX NOTICE GAPE FEAR Ehg/r7er/r7y, /I7C. June 6, 2007 VIA FACSIMILE 919 733 2496 maul T Bartlett, PE Environmental Engineer S12 N Salisbury Street Raleigh, NC 27604 Re- Request for Additional `time Stormwater Project No. SW8 060134 Modification Oak Creek at Maritime Shores Phase 2 Brunswick County Dear Mr Bartlett, I am writing this letter to request additional time to submit the additional Information needed In reference to your letter dated May 8, 2007 I expect to submit the required information prior to June 22, 2007 If you have any questlons conceming this matter please contact me at (910) 3831044 ,,//S,,i_�nJ�cere__ly,�,pp � u�� r _ A-JN l �Vl -�n2� Larry Gilman, PE Cc File �E7 Pbvlis[p,.yae.ro� 900 . p�lW!!s NC83sS7 7tg1(H70)'J6S-7P�F4 - PAX (970)39S-1P+F15 www+oaprfira,rasin��rty eorr� 515 - 3(v 113(p r/ CAPE FEAR Engineering, Inc. June 6, 2007 VIA FACSIMILE: 919 733 2496 Paul T. Bartlett, PE Environmental Engineer 512 N Salisbury Street Raleigh, NC 27604 Re: Request for Additional Time Stormwater Project No. SW8 060134 Modification Oak Creek at Maritime Shores Phase 2 Brunswick County Dear Mr. Bartlett, FILE COPY 9 I am writing this letter to request additional time to submit the additional information needed in reference to your letter dated May 8, 2007. I expect to submit the required information prior to June 22;'2©07.- If you have any questions concerning this matter please contact me at (910) 383.1044. Sincerely, Larry Gilman, PE Cc File 151 Poole Road, Suite 100 - Belville, NC26451 • l-EL (910)383-1044 • FAX (910)363-1045 wwwcapelearengineering con+ Mldw V. Raney, amrnwr William ck Ras Jr., 3mmary Nodh Comlina Depemccmt of Bnvifun memt mid Natural Remanrtw .� AM V Omdr, P.& Dimter tM*kMorwater Quality May 8, 2007 Mr. Harper Peterson Canopy Group, LLC 212 Orange Street Wilmington, NC 28401 Subject: Request for Additional Information Stormwater Project No. SW8 060134 Modification Oak Crook at Maritimo Shores Phase 2 Brunswick County Dear Mr. Peterson: The Wilmington Regional Office received a Stormwater Management Permit Application for Oak Creek at Maritime Shores Phase 2 on February 28, 2007. A preliminary review of that l0brmadon has determined that the application 1s not complete The foilawing Information is needed to continue the st rmwater review: 1. Please provide a Narrative (not Included In calculation package) for the proposed project that Includes a discussion of the: (a) Increase in project area and new total number of lots; (b) whether or not the pond permitted under Phase 1 has been _ . constructed; fc) any changes to the drainage and Impervious areas to the phase 1 pond; (d) dra nage and impervious areas to the proposed pond for Phase 2; (e) dralnage and Impervious emu that sheet flow In low density areas; and (f) overall drainage and Impervious areas. 2. Please provide: (a) an original of the PE -certification for the Phase 1 pond, if it has been constructed; and (b) a copy of the Corps of Engineers` wetland determination that Includes the property being added to the project area with the proposed Phase 2 modification. 3 Please calculate project area and project density using the Method 11Method 2 calculation procedure (attached) and revise Sections 111.3 and 111.4 accordingly. 4. Please dellneate an the plans:Sa? roposed project area; and (b) proposed drainage areas to ponds and sweles; ana low density areas that sheet flow without swales. S. Please consistently label pond numbers on the application, supplements (entry given Is "NIA" , calculations, and ans. For example, the proposed Phase 2 pond Is lobbied "Pontplans. 1" and the Phase i pond as "Pond #7 on Sheet #S-1(plan view only, no label on detail for each), the table of Section 111.6 in the application lists "Pond" for the Phase 1 pond and "Pond Phase 2° (Pond #1 on Sheet #S-1), and the calculations list "Pond #10 for the Phase 1 pond and "Pond #1— Phase 2"for the proposed Phase 2 pond, 6. Please clarify the "Entrance" table entries in Section 111.6 of the application. It appears that the "Entrance' drainage area (see Item #4b above) Is the drainage to Cl #14 and Cl 916 and Is a portion of the drainage to Swale 8. walands And stormwnter smock 1617 Malt Service Ceeter Rnld&k NC 27d"-1b17 Phone (910) 733.3083 Comet h2muskb me.us 512 N 31118bvry S4 Raleigh, NC 27604 FAX (919) 733 %12 An Equal Opporfe*/ANlrmaft Acilon employer— 50% Racyeledllo% Post Consumer Paper • I MI i r 14V W NMI \..N 1 r-mk= Fiji ao Mr. Harper Peterson May 8, 2007 Stormwater Analicati n No. l8.9601 a Modif1cdon., 7. Please provide an original (s nod, dated, and notarized) of the proposed deed restrictions to Include ail required conditions and limitations for the proposed total of 65 lots for Phases 1 and 2 (template attached). 8 Please clarify the astericks at the top of the table In Section 111.6 of the application In the °Entrance" and "Pond Phase 2" columns. Please provide a soils report and seasonal high water table data for the proposed Phase 2 pond. The wetlands adjacent to the pond appear to be at an elevation of a mAmatelyy 45' to 50' and only IS' (horizontally) from the permanent pool (elevation 46'). Please demonstrate how the temporary pool volume will not be compromised by the SHWT and/or draining of the wetlands Into the pond. 10. Please provide originals of all modified supplements that are notarized in the presence of Mr. Harper Peterson. 11. Please daft the Low Density Supplement as follows; (a) base the site area an the Method 11Metho 2 calculation (see Item #3 above), clarify road area (2.77 ac overall per application vs 2.47 ac in supplement; and (c) 56 lots overall per proposed plans and 50 lots per supplement. 12. Please provide: (a) flow spreaders into all low density sweles; and (b) level spreaders at the end of all swales that discharge Into surface waters (Bishops Branch) and wetlands (Le., SW-1 through SW-4) 13. Please clarify the drainage area entries in the table of Section 1116 of the application as follows: (a) "pverall" drainage Is listed as 1,231,006 sq ft but the sum of drainage areas from each column Is 619,209 sq f#.; (b) should the drainage area fior SW-B be 88152 sq ft vs 8816.2 sq ft in the table?; and (c) the Phase 1 pond drainage area is listed as 6.82 ac In the supplement, 6.52 ac in the aaplication, current permit, and calculations (and is labeled as Pon #2 on Sheets #C-1 and S-1...see Item #5 above). 14. Please clarify the Impervious area entries In the table of Section 111.6 of the application as follows: (a) "Overall' Impervious area is listed as 240,802 sq ft, but the sum In that column Is 253,870 aq ft, and the total when each column is added Is 252,372 sq ft.; and (b) impervious area for the Phase 1 pond Is 2.48 ac per the application, calculations, and current permit and 2.40 ac per the supplement. 15 For the Phase 2 pond Pond #1 per Sheet #C-3): (a) Please provide an Outlet Structure and a detail of the 08 that Includes the orifice Invert at the permanent pool elevation (proposed outlet appears to_beld-Wmporary pool elevation), orate details, dischame pipe from the OS, FES, and levelspree -e us ng t-desigrr`-- guidelines). Clogginglmaintenance will be a problem with only a small pi a through the pond side. (b) Clarify the temporary pool elevation (45.5' per Sheet #C-3 table and 46.0' per supplement and calculations) udr u�r a.uu r i r ".6 wC I F'llYl/ Or'I[U DICNI`{l rl'1 jrq 104/ Ob Mr. Harper Peterson May 8, 2007 Stormmoter Annii tigg on bLd, SWS 0601 0 jr on (c) Clarify the temporarryy pool volume (4682 cu It per supplement and 4975 cu ft per calculatlons at 46' elevation). (d) and maxide amum sediment elevth atlon (onleen y 0.75 provided). ol elevation 16. For Swales SWA through SW-4- �a) Please provide PE -stamped sung calculations; b) Please provide spot elevations at the end the 100, swales, and/or label the linear slope; and (c) Clarify the bottom width of the swales (Sheet #S-1 detail labelslillustrates "Bottom Varlee and width appears to be zero on plans, but isn't labeled. 17. For Sheets #S-1 and G3; (aj Add a label for the 10' wide vegetated shelf in the section details, and (b) Iliustratellabol the 10' wide vegetated shelf 1n the plan view detah on Sheet #S-1. Please note that this request for additional InIbrmatlon Is in response to a preliminary review. The requested fnformatlon should be received by this Ofiice prior to June 8, 2007, or the application will be returned as incomplete. The return of a project will necessitate resubmittal of all required Items, Including the application fee. It you need additional time to submit the information, please mail or fax your request for a time extenslon to the Dlvislon at the address and fax number at the bottom of this letter. The request must Indicate the date by which you expect to submit the required information. The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation Erosion Control Plan, Is a violation of NCGS 143.215.1 and Is subject to enforcement action pursuant to NCGO 143-215.6A. Please reference the State assigned project number on all correspondence. Any original documents that need to be revised have been sent to the enggineer or agent. All original documents must be returned or new originals must be rovPed. Copies are not acc table. If you have any questions concerning this matter pease feel free to call me at (979) 733.5083 X235. Paul T. Bartlett, RE Environmental Engineer ENB/ptb: S:1WQS1STORMWATERIADDINFQ12007\O6Oi34Mod.mayO7 cc: K. Davis Fennell, P.E., Cape Fear Engineering • CAPE FEAR Engineering, Inc. 151 Poole Rood Sude 100 Belville NC 28451 TEL (910) 383 i044 FAX (910) 383.1045 www capeiearengineermg cam To NCDENR —Water Quality Environmental Manager 512 N. Salisbury Street Raleigh, NC 27604 rA-itn- Mr Paul T Bartlett, PE Transmittal Date June 22, 2007 File 875-36 "36" Subject Oak Creek @ Maritime Shores, Ph 2 Revised Stormwater Application SW8 060134 Modification ❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval ❑ sent via Mail ❑ sent via courier Quantity Drawing No Description 2 Revised Stormwater Control Plan 2 Revised Design Narrative with Calculations 2 Revised Original and One Copy of Application 2 Revised Original and One Copy of all Supplements IGTAUX"13.1 If you have any questions, please contact our office at (910) 383-1044 Thanks cc File (875-36 "36'0 Cape Fear Engineering, Inc �ined Rnj�f UL La-k-W4-�Z' `i K Davis Fennell PE b r�7 Br Trans_ncden r-22j u ne07 tii � �q r ti ,. � «>11 �� s�i,� 1 � i1jti5 �t S 5 _ r � � �� fit. Y 1 � :� i J `� , 1 s ", t '�.� CAPE FEAR Engineering, Inc. June 14, 2007 Paul T Bartiett, P E NCDENR 127 Cardinal Di Ext Wilmington, NC 28405-3845 RE. Oak Creek at Maritime Shores (Project ID. SW8 060134) Mr Bartlett Please find the enclosed response to your request for additional information for the above referenced project l Please refer to the Design Narrative for the requested information 2 Please see below `,a Construction for Pond #I has not been completed and a PE certification will be submitted upon completion b Me wetlands have been evaluated by a qualified professional A copy of the wetland determination is included ,/3 See calculations on Sheet S-I Permits have been revised to show the updated information L4 Please refer to Sheet C-3 and C-4 for project area and drainage area delineation V5 The pond in Phase 1 has been labeled Pond # I and the pond in Phase 2 has been labeled Pond #2 in all supplements and the plans i�� -z-- vop "Entrance" is the entrance to the site (Phase 1), from Old Town Creek Rd H(?) Sec 111 h has been clarified on the permit Item is attached to this submittal 8 Asterisks have been removed and the permit now shows the correct information 9 Plc se see below__--- a Seasonal Ifigh Water Table and Hydraulic Conductivity have note] been deterinmed, but we will install a clay key or slurry wall to r ` prevent the wetlands from inadvertently being drained %,10 Ali s`upplements-have been signed by member/manager Michael Merritt I Please ,,ee below 'f Va Please refer to Sheet S-I toe site area calculation cb Please refer to the modified Stormwater Permit for the requested l� .information fheie arc, 55 total lots in Oak Ceeck Ph.i,,e,, I LK-2 151 Poole Road, 5urte 100 P 5elville, NC 26451 • ,rEL (910)383-1044 FAX (91 O)363-1045 wwwcapefearengineermg com L_____12 See below LZa-A Flow Spreaders are provided (rip -rap aprons) at the beginning of each swale PAevel Spreaders have been added to the ends of each Swale in Phase 2 13 Please refer to the revised Stormwater Permit Application for the following information t Item has been corrected in the Permit ,,b Item has been corrected in the Permit The supplement has been corrected 14 `See below a/The Overall Impervious area has been corrected on the application �1: tread 379,132 sf which equals the sum of all the impervious columns _, The Phase 1 Pond correct impervious number is 2 48 ac and has been corrected on the supplement 15 See below a An outlet structure has been added to Pond #2 Please refer to details on Sheet C-4 or i r b The temporary pool elevation is 45 35 and not 45 50 or 46 00, the r r J� �� correction has been made on the plans and the supplement Pc The temporary pool volume is 2,239 sf at elevation 45 35 as seen RS. on the supplement and calculations �d The pond is 3' deep and sediment removal is set at 2 75' 16 See below''' 0r a Item is attached to this submittal 5 � JtgrAdded to Sheet C-3, C-4, and S- I � ] c Please refer to the Water Quality Swale Detail on Sheet S-1 v 17 See below a A 10' wide vegetative shelf has been labeled on the plans b The 10' vegetated shelf has been labeled on Sheet S-1 1 trust this information to be sufficient for your review and approval If you have any questions or require additional information, please contact this office Sincerely, /&Z' lse� 0- Mark Brown, E I 05/ Ud/ ZUV F It 41 fly F.�.iyhll WET AND SH2O BRANCH PAGE 02/06 Arid r— MichadV Eaaley,ammor Vlllism a Rass 7r , %x7dery North Carolina Dcgattmrnt of 8nw or meat and Natural Rmumes Alan V ICiimdr, P E DIrcctar Oymon or Water Quality May 8, 2007 Mr. Harper Peterson Canopy Group, LLC 212 Orange Street Wilmington, NC 28401 Subject: Request for Additional Information Stormwater Project No. SW8 060134 Modification Oak Creek at Marltime Shores Phase 2 Brunswick County Dear Mr. Peterson The Wilmington Regional Office received a Stormwater Management Permit Application for Oak Creek at Mantime Shores Phase 2 on February 28, 2007 A preliminary review of that information has determined that the application Is not complete The follmng information is needed to continue the stormwater review: 1. Please provide a Narrative (not Included in calculation package) for the proposed project that includes a discussion of the. (a) increase in project area and new total number of lots; (b) whether or not the pond permitted under Phase 'I has been constructed; (c) any changes to the drainage and Impervious areas to the Phase 1 pond, (d) drainage and impervious areas to the proposed pond for Phase 2; (a) drainage and impervious areas that sheet flow in low density areas; and (f) overall drainage and impervious areas 2. Please provide, (a) an original of the PE -certification for the Phase 1 pond, if it has been constructed; and (b) a copy of the Corps of Engineers' wetland determination that includes the property being added to the protect area with the proposed Phase 2 modification. 3 Please calculate project area and project density using the Method 1 /Method 2 calculation procedure (attached) and revise Sections 111.3 and 111.4 accordingly 4. Please delineate on the plans- a proposed project area, and (b) proposed drainage areas to ponds and swales; an c) low density areas that sheet flow without swaies 5 Please consistently label pond numbers on the application, supplements (entry given Is "NIA'"), calculations, and plans. For example, the proposed Phase 2 pond Is labeled 'Pond 1" and the Phase 1 pond as "Pond #2" on Sheet #S-1 (plan view only, no label on detail for each), the table of Section 111.6 in the application lists "Pond" for the Phase 1 pond and "Pond Phase 2" (Pond #1 on Sheet #S-1), and the calculations list "Pond #1" for the Phase 1 pond and "pond #1— Phase 2" for the proposed Phase 2 pond, 6. Please clarify the "Entrance" table entries to Section 1116 of the application. It appears that the "Entrance" drainage area (see item #4b above) is the drainage to Cl #14 and Cl #15 and is a portion of the drainage to Swale 8 Wttlandv Arid Stormvntcr 9rmch 1617 Maii Servico Center Ralctgh, NC 27699.1617 Phona (919) 733-5083 Internet: h2o enr stab nc us 512 N 3,111vbury st, Raleigh, NC 27604 FAX (919) 733-9412 An Equal OpportanitylAfflrmn4lve Amon F.rnployer— 50% RW1e00% Post Consumer Paper nil nt$l 2aa / 1 r 41 'Jl y 1 J J'Jb12 WET AND 5H2O BRANCH PAGE 03/ 06 Mr Harper Peterson May 8, 2007 5tormwater Application No SW8 060134 Modification 7 Please provide an original (signed, dated, and notarized) of the proposed deed restrictions to include all required conditions and limitations for the proposed total of 65 lots for Phases 1 and 2 (template attached) 8 Please clarify the astericks at the top of the table in Section 1116 of the application in the "Entrance" and "Pond Phase 2" columns, 9 Please provide a soils report and seasonal high water table data for the proposed Phase 2 pond. The wetlands adjacent to the pond appear to be at an elevation of approximately 45' to 50' and only 15' (horizontally) from the permanent pool (elevation 46) Please demonstrate how the temporary pool volume will not be compromised by the SHWT and/or draining of the wetlands into the pond 10. Please provide originals of all modified supplements that are notarized in the presence of Mr Harper Peterson. 11. Please clarify the Low Density Supplement as follows: (a) base the site area on the Method I/Method 2 calculation (see Item #3 above), clarify road area (2.77 ac overall per application vs 2.47 ac In supplement; and (c) 56 lots overall per proposed plans and 50 lots per supplement. 12 Please provide: (a) flow spreaders into all low density swales, and (b) level spreaders at the end of all swales that discharge into surface waters (Bishops Branch) and wetlands (i.e., SW-1 through SWA) 13 Please clarify the drainage area entries In the table of Section Ill 6 of the application as follows: (a) "Overall" drainage is listed as 1,231,006 sq ft but the sum of drainage areas from each column is 619,209 sq ft, (b) should the drainage area for SW-B be 88152 sq ft vs 8815.2 sq ft In the table?, and (c) the Phase 1 pond drainage area is listed as 6,82 ac in the supplement, 6.52 ac in the application, current permit, and calculations (and is labeled as Pond 92 on Sheets #CA and S-1.. see Item #5 above). 14 Please clarify the impervious area entries in the table of Section 111.6 of the application as follows. (a) "Overall" impervious area is listed as 240,802 sq ft, but the sum in that column is 253,870 sq It, and the total when each column is added is 252,372 sq ft, and (b) impervious area for the Phase 1 pond is 2 48 ac per the application, calculations, and current permit and 2.40 ac per the supplement. 15 For the Phase 2 pond Pond #1 per Sheet #C-3) (a) Please provide an Outlet Structure and a detail of the OS that includes the onfice invert at the permanent pool elevation (proposed outlet appears to be at temporary pool elevation), grate details, discharge pipe from the OS, FES, and level spreader (using current design guidelines) Clogging/maintenance will be a problem with only a small pipe through the pond side. (b) Clarify the temporary pool elevation (45.5' per Sheet #C-3 table and 460 per supplement and calculations) 05/08/2007 17 41 9197339612 WET AND SH2O BRANCH PAGE 04/06 Mr Harper Peterson May 8, 2007 Stormwater Application No SW8 090134 Modification (c) Clarify the temporary pool volume (4662 cu ft per supplement and 4975 cu ft per calculations at 46' elevation). (d) Provide a minimum 3' depth between the permanent pool elevation and maximum sediment elevation (only 0.75' provided). 16 For Swales SWA through SW-4 8 Please provide PE -stamped sizing calculations, b; Please provide spot elevations at the end the 100' swales, and/or label the linear slope; and (c) Clarify the bottom width of the swales (Sheet #S-1 detail labelslillustrates "Bottom Varies" and width appears to be zero on plans, but isn't labeled. 17 For Sheets #S-1 and C-3; (aj Add a label for the 10' wide vegetated shelf in the section details; and (b) Illustrate/labol the 10' wide vegetated shelf In the plan view details on Sheet #5-1 Please note that this request for additional information Is in response to a preliminary review. The requested information should be received by this Office prior to June S, 2007, or the application will be returned as incomplete. The return of a project will necessitate resubmittal of all required items, Including the application fee, If you need additional time to submit the information, please mail or fax your request for a time extension to the Division at the address and fax number at the bottom of this letter The request must indicate the date by which you expect to submit the required information The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143.215.1 and Is subject to enforcement action pursuant to NCOS 143-215.6A. Please reference the State assigned protect number on all correspondence. Any original documents that need to be revised have been sent to the engineer or agent All original documents must be returned or new originals must be provided. Copies are not acceptable, If you have any questions concerning this matter please feel free to call me at (919) 733-5083 X235. SinC rely, Paul T. Bartlett, P.E. Environmental Engineer ENB/ptb S:IWQSISTQRMWATER1ADDlNFQ120071060134Mod may07 cc K. Davis Fennell, P E , Cape Fear Engineering Paul Bartlett LIMITED LIABILITY COMPANY ANNUAL REPORT NAME OF LIMITED LIABILITY COMPANY Canopy Group LLC S I A I E OF INCORPORAT ION NC SECRETARY OF STATE R L L P ID NUMBER 0781727 NATIJRF OF BUSINESS Real Estate Development, Allarkeling Consulting REGISTERED AGENT Peterson Jr, Harold W RFGISTERED OFFICE MAILING ADDRESS 141-a Old Favettvdle Rd Leland NC 28451 REGISTERED OFFICE STREET ADDRESS 141-a Old Fayettvdle Rd Leland, PVC 28451 Brunswick County SIGNATURE OF THE NEW REGISTERED AGENT 1-606-7746232 SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT PRINCIPAL OFFICE TELEPHONE NUMBER (910) 371-6210 PRINCIPAL OFF ICE MAILING ADDRESS 141-a Old Fayettville Rd Leland NC 28451 PRINCIPAL OFFICE STREET ADDRESS 141-a Old Fayettville Rd Leland N'C 28451 MANAGERS/MEMBERS/ORGANIZERS Name Sean D Scanlon Name Vichael L lllerrat Title Manager Title Manager Address Address 141-a Old Fayettvi Ile Rd 141-a Oki Fayettville Rd Leland 1VC 28451 Leland PVC 28451 CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES FORM XILST BE SIGNED B1 A %,I kNAGEPUMEMBER DATE TYPE OR PRINT NAME T1 PE OR PRINT TITLE ANNUAL RE.POR I FEE $200 MAIL 10 S&retaq of State • CorporatLons Division Post OtliLe Box 29525 • Raleigh, NC 27626 0523 08-07-17 11-57 E M-9193831045 9103831045 T-182 P002/207 E-994 GENERAL. POWER OF ATTORNEY BE rr KNOWN. that Michas-LL„Merratt of cangg Greuo. �ach and appok0d, and by those presents does make and appoint Andrea & LEWM tom and lawful attorney far him and in his narrm, place Arid steed, giving and granting to said attorney, general and limited parer and authonty to do and pertbrrn all and every Act and thing whatsoever nfqufslis noceseary to be done In and about the premisss as fully, to all Intents end purposes, as could be done if personally present. with full power of AubstRution and revocation, hereby ratifying and confirming all that said attorney shell lawful do or Mao 10 be done by vlrtus hereof, IN WMEss WHEREOF, I hm hereunto set my hand and seoi this day 2 State of North Carolina as County of fdrurmAck The foregoing instrument was actmawledged by me this bi �dey of lgry 20aSyr M 121:1M L, Merrill who IaMre parsonally known by ore► or who has/have produced nernanaiknmMqdce, as tdenNflcatlon and who did not take an earth `\\\`,`,�tttlllI1111IIz�j�i u 16�•pTARA. •� State of North {Birdna My Commission Expires. 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"-7--7 , e G [ Na ❑ a;[ i,.. n ■ _� a ■ C mml i !10<1 ^ ornpnmwpoPdaanduen➢byk■lewnmhrd*WlmFed6p■da0l " ' ' ❑ CergOAirCBROaIy C's c 7 PoMat 8fp� to F�rFrdF�Ams.xs.grOsdeCamxe.hslmxt � ❑ ReclpleM ❑ Third Party ❑ CreditCard ❑ CwKhack d � r"UMaft INe a Too Declaradlhlat s go d0iraahP!lyLLa,dLLtlmalpa unhuymd■dmaapMrrolu■Bee haclhudmragy WigddeNi69yo1yn■[edu FdEx the anpy "1nrk■eddr.kuNdhpvrnetlu[IMhnml4hary aurSe�eodtlsunner hehelWeaGhll ■ndfntluemr"I" �$ AFEW Residential Delivery Signature Options ayrunwhaeieuhradnuiairaarindmea NoSipnahrie ❑ gUlred M.11lAneture , IndlreetSi revere ❑ vN.n[uuglen: ❑ gnoem3■ 520 P�acloge mryhrleaxdtlr aetpnetP■ wh4Nn emeemW 6oh,dNNery. nciadgNedigipaddmay WFN°* otlalury.p dgnlydefrrµNa !< aW Mraam YOfP+rt1lr17d1i1114-M raa+-1112eTra IN U1A SNY J MEMORY TRANSMISSION REPORT FILE NO 213 DATE 06 25 14 25 TO 83502004 DOCUMENT PAGES 10 START TIME 06 25 14 25 END TIME 06 25 14 27 PAGES SENT 10 STATUS OH *** SUCCESSFUL TX NOTICE GAPE FEAR Ertg/r��ei-lny, /rrc_ www cape rb+ranvinearinv eam To Edward Eack From Andrea S Larkins Ra CJak Craeic at Maritime Shores Ph 2 Data Juna 25 2007 TIME 06-25-'07 14 27 FAX NO 1 910-383-1045 NAME Cape Fear Engineerin *** Fax Transmittal Fax 9103502004 CC Pa0430 9, including cover Job 4# 875-38 '30 IP YOU 00 NOT RI3CEI\/E T1-116 UC?CUMaWr Gt.EARLY PLEASE CAI.I- C910) 393-1044 p This is your original M Original to be melted Mr Book In roe ones to your latter datod Juno 10- 2097 please find orlg lnal comment letter dated May 0—2007We Taxed a latlor requesting additional time dated June Bi 2007 to Paul Bartlatl We %ubm[tted additional information that was requested an Juno 22itl 2007 par our transmittal end letter dated June -14' , 2007 also to Paul Bartlett 1 hove enclosed a copy of the Fodex Alrblll as proof of our mailing I hope this will be sufficient to REOPEN the Oak Creak Btormw9ter file without additional fees If you have any quastlona oancomir,g this matter plasma contact Noelie Winstead 40 010 383 1044 Thanks fAnQrWQ S Larkins P\675\876-36\odmin\SYOF2MWATEF4\F®x beck 25JunaO7 doo CAPE FEAR Engineering, Inc. 151 Poole Road Suft 100 Belvft NO 28451 TEL (a 10) 383.1044 FAK (910) 383 1045 www capefearengineering corn To Edward Beck From Andrea S Larkins Re Oak Creek at Maritime Shores Ph 2 Date June 25, 2007 Fax Transmittal Fax 910 350 2004 CC Pages 9, including cover Job # 875-36 "36" IF YOU DO NOT RECEIVE THIS DOCUMENT CLEARLY, PLEASE CALL (910) 383-1044 ❑ This is your original ❑ Original to be mailed Mr Beck, In response to your letter dated June 151h, 2007, please find original comment letter dated May 8t", 2007 We faxed a letter requesting additional time dated June 61h, 2007 to Paul Bartlett We submitted additional information that was requested on June 22"d, 2007 per our transmittal and letter dated June 141h, 2007, also to Paul Bartlett I have enclosed a copy of the FedEx Airbill as proof of our mailing I hope this will be sufficient to REOPEN the Oak Creek Stormwater file without additional fees If you have any questions concerning this matter please contact Noelle Winstead @ 910 383 1044 Thanks Andrea S Larkins P \875\875-36\admen\STORMWATER\Fax_beck_25june07 doc o�CF war�9pt: r June 15, 2007 Mr Harper P Peterson Canopy Group, LLC 212 Orange Street Wilmington, NC 28401 Michael F Easley, Governor William G Ross !r , Secretary North Carolina Department of Environment and Natural Resources Subject. PROJECT RETURN Stormwater Project No. SW8 060134 Modification Oak Creek at Maritime Shores Phase 2 Brunswick County Dear Mr Peterson Coleen H Sullins Director Division of Water Quality RECEDED ,SUN 2 is 2002 A review of your Stormwater Management Permit Application indicates that as of this date, Information requested on May 8, 2007, has not been received in this Office within the stipulated timeframe Per the requirements of Section 1009 (c) of the Stormwater Management Rules, this Office is hereby returning the subject application as incomplete The $420 00 application fee has been forfeited and a new fee will need to be provided If you choose to resubmit this application in the future An inspection of the property will be conducted in the near future You are reminded that any construction of Impervious surfaces on the property prior to receipt of a permit will constitute a violation of 15A NCAC 2H 1000 and may result in the assessment of civil penalties By copy of this letter to the local Building Inspector, this Office is requesting that they consider withholding the building permits and Certificates of Occupancy for this project pending issuance of a Stormwater Management Permit If you have any questions concerning this matter, please contact Paul Bartlett at (919) 733- 5083 X235 or me at (910) 796-7215 Sincerel Edward Beck Regional Supervisor Surface Water Protection Section ENB/ptb S1WQSISTORMWATERIRETURN1060134Mod jun07 cc -,alb,t-DWh§-Eennell,.,P'E`,'CapepF- pr Engineering - ^Delaney Aycock, Brunswick County inspections Paul T Bartlett, P E Wilmington Regional Office Central Files Nonchcaro ina Xturalily North Carolina Division of Water Quality 127 Cardmai Drive Extension Wiimington, NC 28405 Phone (910) 796-7215 Customer Service Wilmington Regional Office Internet www twat 1H Fax (910) 350-2004 1 877-623-6748 An Equal OpportunitylAffirmahve Action Employer— 50% Recycled110% Post Consumer Paper CAPE FEAR Engineering, Inc. 151 Poole Road Suite 100 Betville NC 28451 TEL (910) 3831044 FAX (910) 383 1045 www cape fearengoneering com To Paul Bartlett, P E NC Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Attn Transmittal Date 07/17/07 File 875-36 Stormwater Subject Project Return and Reopen Request Oak Creek at Maritime Shores SW8 060134 Modification ❑ As Requested ❑ For Your Files ❑ For Distribution ❑ For your Review I Action / Approval ❑ Sent via Mail ❑ Sent via Courier Quantity Drawing No Description 1 Copy fax transmittal to 919-733-9612 dated 07/17/07 1 Copy fax transmittal to Ed Beck at 350-2004 dated 06/25/07 1 Copy Project Return letter from Ed Beck Dated 06/15/07 (received 6/25/07) 1 Copy of additional information submitted on 06/22/07 dated 06/21/07 1 Copy of request for additional time and fax transmittal dated 06/06/07 1 Copy of DWQ additional information request letter dated 05/08/07 This is a request for the subject protect to be returned to "review" status and return" status Please call me if CFE must resubmit the application package provided NA le Cape Fear Engineering, Inc Signed Transmittal Paul Bartlett - State SW - 071707 r r MEMORY TRANSMISSION REPORT FILE NO 387 DATE 07 17 12 34 TO 'R 19197339612 DOCUMENT PAGES 14 START TIME 07 17 12 35 END TIME 07 17 12 41 PAGES SENT 14 STATUS OK *** SUCCESSFUL TX NOTICE CAPE FEAR E",Gi"��ri re. t>vei. ao.e swr. roe rsec aorw ae :` rax naot sas..awa www cwpaFaarnnplrr�errrap com To Petul Bolrtlott P E From NoQlia Winstsacl Fla PraJect Moturn mate 07/17/07 TIME 07-17-'07 12 41 FAX NO 1 910-383-1045 NAME Cape Fear Engineerin Fax Transmittal Fnx (91 9) 73$ - 9612 CG Peagtba. 13 pages sxcluding transmittal page Job a 675-36 Stormwatsr IF YOU nCo NOT F2EGEIVE THIS Oq CUMENT GLEA RLY PLEASE CALL (010) 383-1044 M This is your ongrnal C] Original to be mailed Paul "are is a copy of tho information that —no foxod to Md HQolc at this WYlminptan 13apranal Office Capp Four EnCpinaoring (C.F=E) regaaestlnp the G7ak Graak at Maritime Shoran Stato Stormwatsr Project Numbar aW8 013013A MocjMcatlon pormlt roVlaw procaas continua bscausr a racluaat for ade illonul lima was su6mluad Via faX to you by CFE on June 8 2007 prior to tho Juna 16 2007 Projocl Katurn latter from Ed Bock -rho requmnt aekod for an axlannlon until June 77 2007 CI=E resubmitted the acicilbnnal Iniormatlon to you Vla Fadaral Exproea on JUno 22 2007 A hard copy of the Information is alao boing a-.1 to yaw 4y mull Thank you For your aaaslotanoa on this matter Si-c—iy Noelie Wlnstead Capa Faar Englnaoring Inc P \S75\s7s-3t3\admrn\Faxon Sent\Paul Bartlett - State SW- 071707 dnc STATE OF NORTH CAROLINA Department of Environmental. and Natural Resources 127 Cardinal Drive Extension Wilmington, North Carolina 28405 (910) 796-7215 FILE ACCESS -RECORD SECTION T12YWATE MAIM REPRESENTING S T /0 Z/- Z a Qa defines for Access The staff of Wilmington Regional Office is dedicated to making public records m our custody readily available to the public for review and copying We also have the responsibility to the public to safeguard these records and to cant' out our day-to-day program obligations Please read carefully the following guidelines signing the form 1 Due to the large public demand for file access, we request that you call at least a day in advance to schedule an appointment to review the files Appointments will be scheduled between 9z00am and 3 OOnm Viewing time ends at 4 45pn. &uoine arriving without an appointment mayview the files to the extent that time and staff sapervision is available 2 You must specify files you want to review by facility name, The number of files that you may review at one time will be limited to five 3 You may make copies of a file when the copier is not in use by the staff and if time peazmts Cost per copy is $ 05 cents Paymggt ma a made by check monpS order, or cash at the reception desk Conies totalmp $5 OD or more can be invoiced for your convenience. 4 LILES MUST BE KEPT_IN ORDER YOU ]FOUND THEM Files may not be taken from the of ce To remove, alter, deface, mutilate, or destroy rnatenal in one of these isles is a misdmeanor for which you can be fined up to $500 00 No bnefgases,larg8 totes etc are ermitted m thLar(iyipw area 5 In accordance with General Statue 25.3-512, a $25 00 processing fee will be charged and collected for checks on which payment has been refused FACIMIfiY NAME COUNTY e of F=JBusmess Date Time in Time Out Please aM=h a business cm-d to this form COPMS MADE PAID SNVOICE S dmrn file access STATE OF NORTH CAROLDNA Department of Environmental and Natural Resources 127 Cardinal Drive Extension Wilmington, North Carolina 28405 (910) 796-7215 �yyME ACCESS RECM SECTION 7 rr -1� /"- TIMEMATE • NAME REPRESEXnNG — �7 7 -7 Guidelines far Access The staff' of Wilmington Regional Office is dedicated to mating pubhe records in our custody readily available to the public for review and copying We also have the responsibility to the public to safeguard these records and to carry out our day-to-day program obligations Please read carefiiliy the following gmdehnes signing the form 1 Due to the large public demand for fie access, we request that you call at least a day in advance to schedule an appointment to review the files Agp mtments will be scheduled between 9_,OQam and 3 00pm Viewing time ends at 4 45pm Anyone arrmag without an appointment lniay view the files to the extent that time and staff supervision is available_ 2 You must specify files you want to review by faeili y name The number of files chat you may review at one tune will be limited to five 3 You may make copies of a file when the copier is not in use by the staff and if time permits Cost per copy is $ 05 cents PaBg t may be made by check, money order, or cash at the reception desk. Copies total Ki 5 00 or more can be invoiced for your convenience 4 F IM MUST BE I>~EPT IN ORDER YOU FOUND THEM Files may not be taken from the office To remove, alter, deface, mutilate, or destroy material in one of these files is a misdemeanor for which you can be fined up to $500 00 No briefcases, large totes, etc are RqM tt-ed in. the file review area. 5 In accordance with General Statue 25-3-512, a $25 00 processing fee will be charged and collected for checks on which payment has been refused - FACILITY NAME COUNTY s 4 Date Time In Time Out Please attach a business card to this form COPIES MADE PAID Mi-VOICE S Adpim file access 5197339612 WET AND SH2O BRANCH PAGE 06/06 05/08/2007 17 41 GG�'1i INFORMATION PERTAINING TO DEED RESTRICTIONS AND PROTECTIVE COVENANTS In accordance with Title 15 NCAC 2H 1000, the Coastal Stormwater Management Regulations, deed restrictions and protective covenants are required for High 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 design criteria used to size the stormwater control facility The following deed restrictions and covenants must be recorder) prior to the sale of any lot 1 The following covenants are intended to ensure on oing compliance with State Stormwater Management Permit Number as issued by the Division of Water Quality under NCAC 2H 1000 77� � �0 7 2 The State of North Carolina is made a beneficiary of these covenants o he ex�nt 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 Alierahon of the drainage as shown on the approved plan may not take place without the cormcurnence of the Division of Water Quality. 6 The maximum allowable bunt -upon area per lot is qlU - -r squar eet his allotted amount includes any built -upon area constructed within the lot property boundanes, 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, beck, stone, slate, coquina and parking areas, but does not include raised, open wood decking, or the water surface of swimming pools Note: if the BUA per lot varies, please substitute the following paragraph for the one above and provide a complete listing of the proposed BUA for each lot: The maximum allowable built -upon area per lot is as follows Lot # BUA Lot # BUA Lot # BUA here allotted amounts include any built upon area constructed within the lot property boundaries, and that portion of the nght 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 and parking areas, but does not include raised, open wood decking, or the water surface of swimming pools 7 All runoff from the built -upon areas on the lot must drain into the permitted system This may be accomplished through a variety of means including roof drain gutters which drain to the street, grading the lot to dram toward the street, or grading penmeter swales to collect the lot runoff and directing them into a component of the stormweter system Lots that will naturally drain into the system are not required to provide these additional measures S'. tA Any cum 4W WQL&A bat ' , . 1' 08-07 07 11:57 FEW-9133831045 910MI945 T-182 P102/887 F-M OEN15RAL POWER OF ATTORNEY BE (r KNOWN. that Michael L. Merritt at rAn= ftl jp LLC MAda and appokftd, end by these presents does make and appoint Andres 8. Lffhtus tale and lawful attorney for him and In his name, place and stead, giving and granting Co said attorney, general and limited power and sudlorlty to do and perftmn all and every eat and thing whatsoever nsqufsits necausry to be done In and about the promices as fully, to an Intents and purposes, as could be done if pareonally present, with full power of ombsMution and revocation, hereby ratifying and contlrming all that said attorney shell lawful do or cause to be dome by virtue hereof, IN WITNESS WHEREOF, I have hereunto set my hand and seal fhis day a 20 State of North Carolina Be. Cau* of Brunswick The foregoing instrument wee acknowledged by me this - ,dit of . 20919y: Mchael L. who Islam parsonally known by me or who haalhava produced oersbrfal knowteasm as Identification and who did I My Commisolon Expire& March 27, 2012 STATE OF NORTH CAROLINA BRUNS WICK COUNTY On this 22"d day of June, 2007, personally appeared before me, the said named Andrea Larkins to me known and known to me to be the person described in and who executed the foregoing instrument and she acknowledged that she executed the same and being duly sworn by me, made oath that the statements in the foregoing instrument are true My Commission Expires March 27, 2012 OFFICIAL SEAL North Caroms NEW HA VER COUNTY 11Scott Kennedy, Jr H SCOTT KENNEDY, JR1 Notary Public