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HomeMy WebLinkAboutIndigo Plantation Marina l f CERTIFICATION OF EXEMPTION FROM REQUIRING A CAMA PERMIT as authorized by the State of North Carolina, Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to 15 NCAC SAbahapter 7K or NCGS 113A-103(5)(b)(5) . Applicant ame t S ..') kin',MIS Phone Number �''�"1 �`! S Addres s • Ta ( ., •. City ›'\ s r--1 t ��` o �S f State r .. Zip '1 Project ca 'on( n t Road,W r Bod etc.) K V'"LV ....,,,r.,„4 4--,-.) �" ..� Lik .., ev rt,-. Type and Dimensions of Project j ,GLS� � n At..)CAAe l'riff\�J� rc...g I C: iiil The proposed project to be located and constructed as This certification of exemption from ".uiring a CAMA permit described above is hereby certified as exempt from the is valid for 120 days from the date of issuance. Following CAMA permit requirements.This exemption to CAMA expiration,a re-examination of the project and project site may permit requirements does not alleviate the necessity of be necessary to continue this certification. your obtaining any other State, Federal,or Local authorization. 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J. 1--L- --L--L-- - �J 1 1 1 1 el I I 1 1 1 I 1 1 1--:---1--- I 1 I I 1 .0._ 1 I f 1 1 ,1 / I ( ,/ 1 � 1 1 I I I 1 1 1 1 1 I I 1 1 II ii 1 1 1 II 1 1 1 1 1 1 I I I I 1 I I 1 1 I I I I I 1 III I I I 1 I 1 1 I 1 1 1 I I 1 I I 1 1 I I 1 1 1 I I 1 I I mil I 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 114I Any person who proceeds with a development without the con- ) / /. 1 , sent of a CAMA official under mistaken assumption that the Aippli t s sign ure . ) development is exempted, will be in violation of the CAMA if there a / is a subsequent determination that a permit was required for the development. CAMA Offi is s ntuze The applicant certifies by signing this exemption that the f 1. 1 t) I `J �- X/1, E applicant will abide by the conditions of this exemption. Issuing d e Exp ratione Bruce Marek, P.E. P.O. Box 3069 Bald Head Island, NC 28461 marekydeec.a.com August 28, 2018 Ms. Liz Hair Army Corps of Engineers Wilmington District Wilmington,NC Re: Bulkhead Repair Procedure for CAMA Permit #41-85 Indigo Plantation Marina repir exemption of failed C-Dock concrete marina bulkhead Dear Ms. Hair On behalf of Bald Head Island Limited, LLC. I am submitting this pdf letter, along with pdf copies of my 11x17 repair drawings W1 Rev 1 and Si Rev 1, all seal dated 8-28-18, for COE approval to repair damage at their Indigo Plantation Marina, Southport, NC. Thank you for taking the time to visit the site last Friday, August 24. Drawing WI Rev 1 shows the wetland delineation(s) by Wes Fryar of Land Management Group, that you concurred on. ESP & Associates will be surveying the flags for proper documentation, hopefully this week. Drawing SI Rev 1 includes my bulkhead calculations to verify the appropriateness of minimum 20' long steel sheet pile, PZ27 or per my approval. We will be using tiebacks at 9' o.c. and concrete deadmen. I am still sizing the steel top whaler/beam and the concrete deadmen, in conjunction with our contractor and material style/availability. I have added notes to both drawings reqrding the requirement for a turbidity curtain and for contractor to use caution to avoid the wetlands at the pinch point near the east end of C-dock when bringing his trucks/equipment to the much wider upland repair site. On S 1 I indicated a proposed location for the turbidity curtain utilizing existing finger piers and dock piles. The curtains will need to be relocated once barge mounted equipment is brought in to remove the failed concrete cap and concrete sheet pile. If you have any questions and/or comments, please call or text me at 910-228-2484 or send me an e- mail. Respectfully, .%`'Atk• CARO� :p�� ssio , „��Ly'• , ' SEAL l�- " Bruce Marek, P.E. .. 15684 For Bald Head Island Limited, LLC :m 4/ cc: Bit Mack,BHI Planning&Development Dept. •;; ••. plyyf t Ben Traynham,BHI Harbormaster cJ • AME ,�. ,r.p ,. ,, t-a. ,,, 160,�ac—a PARKING r �' v ,r . . ....,______) 3r CLUBHOUSE,RESTROOMS,SHOWER AND ;'- t „ ,,,,,.. .. LAUNDRY N'ACILI'1'11 S167; # ,, Yt lr a .,‘1,, . ,k //4 0 V $10'Ammilliil..-• .-"' IP' .1 dilla:. , , ,Ar-,- ';',.+L.'; '::....". .. t v 14 -'.4.., ; ( •4'' PLANTATION 8 MARINA F i, r •le ,,, k' ,,A.. , , 9 8 „..� � O RESERVE A SLIP � •0,,,,.,,,,,! ' SL►iPS CALL 910-269-2380 " . '"sc t { ' 4. ' A DOCK OR USE VHF CHANNE .1 "' 4r, rj, 'F* $-' "1,' / ,, err, ` } a 37' SLIPS r 4,--110,:i'..*;'...re, s f4 +. ,O "m o'�r ► ♦ t t 11 8 b 4 t t 4 t : ... , ! a.�* d B '' s 0,222 3 ' 0' r" awY e % a ♦ t a _30',,22'.4 " a. ' d ,,.,, r, 0 1' D 33 31 29 27 25 23 21 19 :7 LS 13 I1 9 ? 5 ti 3 1 • • - _ ,.'� ?T t t K 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 �- y , 44a 4 s 4 % 4 t 4, 1 1 f4. +•gyp JS.' - '�� � � • 3 k %. t % _ i ___,i S t a 110.- PARKING "of /o„ 37'SLIPS — ‘,. , ., t �+ _ 40' SLIPS ` { `° FOR INFORMATION ON. t C ..--•�. t a , . z I I 11." 1 ; E � , INDIGO PLANTATION 1 D , - s t -.• -VI.q'', '0"i.:, ',:ilik. %:.4,' ,� • � =� . �o 0 1> 14 13 12 11 10 9 8 7 6 5 4 3 • 2 1 ,. #r� . ..0, t YACHT CLUB MEMBERSHIPS -4„..'s e 4. . , , ,� , , , a % • 1 CALL 1-800-722-6450."w. 4t w V a. K a .y_Y. V .!'. ,y...-?t * y, y' 1►r. 'iTv**• y 1;;;.°, .,,i( r.7-4 ,, A "».. ,T ' a o „'-+..:.'br • y *K; • +. : yet'£�''`� ,-;.4147.�"!`wF { '` . . ;7, t .�� .,� • s, r , row s .�. �. i v � 4 Lr - 4r ,fin �1JY i , . , N '" Intracoastal Waterway d t This drawing is not to scale and is intended for illustrative purposes only. All areas shown.including boat slip s.:.n ,r.,- MacPherson, Tara From: marekyd @ec.rr.com Sent: Friday, October 05, 2018 3:27 PM To: MacPherson, Tara; Hair, Sarah E CIV CESAW CESAD (US) Cc: Bill Mack; marekyd@ec.rr.com Subject: [External] Indigo Plantation Marina Bulkhead -CAMA 41-85 Attachments: Indigo Marina.pdf CAUTION: External email. Do not click links or open attachments unless verified.Send all suspicious email as an attachment to Report Spam.<mailto:report.spam@nc.gov> Hi Tara and Liz, Post Hurricane Florence inspections at Indigo show a continued bulging of the concrete sheet pile bulkhead between the ends of slip Al and Bl. This is very close to the marina access road. I think it is same case of rain soaked ground letting the deadmen slide or rotate towards the marina,as the tiebacks appear to still have some tension. This is landward of the identified wetlands. I believe that the deadmen are probably under the asphalt. The hurricane delayed our end of C-Dock repair. Ram Jack believes they can pull the existing concrete sheet pile vertical, and replace the one broken end sheet and pour a new concrete cap. They need to visit once again as their original visit was before Florence. If they mobilize to do the end of C-dock, Bald Head Island Limited, LLC would like to have them add helical tiebacks at the section of bulkhead between Al and Bl. Can we do this under the same repair exemption/COE authorization? Or how should I present it? Also,they propose rather than excavating at the pile vertical seams to verify/reinstall new silt cloth,that they would like to use an injected grout similar to the "mountain grout"that we used at Deep Point several years ago (in the Dave Timpey era. Would this be acceptable? and they appear to be offering us a good deal if they could do all of the concrete sheat pile vertical seams to the backside (3'wide concrete sheets) while they are at Indigo and mobilized. Same repair exemption or does it need a Letter of Refinement or Minor Mod? Attached is an Indigo Marina site map. I'll send some pictures separately. Bruce Bruce Marek, P.E. 5489 Eastwind Rd. Wilmington, NC 28403 cell 910-228-2484. 1 Sa•/.a c�a. aix.t� SS! �•ATrr.G:.y Ix tWcb.aaret-,.1 :'\ :pf�1.K —. / . ,` pYpr��1V ►�..c a.n.a 1ai=.:tf try .. // \ ' jT rae•- S j { / I 7a {I1 i C ft .ala r' ue f !r. i I l� / ildSel:CrC:htOrC.9-reaz--CI-.e. dtion• — —- --_ _ _ — __od e't 9 , ed AA O7 -•- - T -. , a r 7omeplf per P//e 8 Psf Al. Operational Load Condition: Mudline at t 1984 uck She Conservative Groundwater at Grade GW b Code Buikh 0 ft—ib/'ft et pile C°ic Surcharge=100 psf (Assumed no> BldgC(,-.,9x,., bad_4g94 /f Lo°d �� Per pile Bu NC Bldg Code 2018 1807.2.3 Retain Wall s gx4 -42 3 ki 4• kip/ft se ck Calc Cap/Whaler Load: 1492 plf per Pile Buck 2x42.3X5/8 Ps Design Cap/Whaler Load=1492 plf x1.5=2 _ Design Load_53 k Tieback Nominal Tributary Load at 9'o.c.i on S Multispon l Rule Tieback Calc the sir Ips = 2x20.7• acture, $ �^ udin 1d exerted cl g suPerim posed B1.ULKHEAD REPAIRl t e B OTf�e so pPfop s p n}nPosedt�ovds shnside vbontoo Dads °^ retained the Uel? 4uate cO ties an ole be cO sholl be Length PZ27 or Per Pressures^fa erationdshPplyin9 ea ^sidered Wheiven to 2. Tiebacks at 9' O.C. dry mO1sfllo a givenhbPressure th n eori 3. Concrete Deadmen'^ °nd nd sotura edt conditions onregistered sdeslg^°ley Pro 4. Turbidity Curtain fe mot�egoP the and no�zO tabilizotion as (Positioning approximatrotecby extendi�ugh Jointsnt / POnels The bulkh barge/equipment/crane°^ e P sednst erosions bulkhead°niks'from fy side't�o tem moy height or flan ne a side tilever \ 5. Contractor to use ori •n .1 s• vertical hekng••• No S iucturn of° stream sed through wetland Ha of 9ht of 4 ar greure shell a e. �oterails or ter levl.., her sOdfety Pra yis'O �' ,ater shall be 4. gym, co mu line exceedss6,. be Provided ed •• 'ad. For ere on-4 ste .. a1On9 the 1.ti C15 C14 C13 j C12 i mate-r";' and �o�kos ons tru Dale be cons •1. R-L- cted in ions I,J� '} ll,.,/ Indiipo tect'on re a encs S ct' 1Remove � O Pl and —face C all to t on ,/ • • ,mss . _Dock Bu AMA 41.8 M Ina 1 11o't lkheed Rep . ag I ,. ' 3 a.ir race M Drawl . _i '489 E �'ek, P.E ngs 0 0 ►�ilrnin astwjnd Rd 2 W % J/0-228_ NC S 228- 284p 1 w 2484 cell 3 Rev 1 o Initial iss 8-28-18 INLET 23-Ig