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Home My WebLink About26247D - Carolina CAMA and DREDGE AND FILL 1.�, 4 26247_ G E N E R A L 011 -?• 11LIc PERMIT as authorized by the State of North Carolina • Department of Environment and Natural Resources and the Coastal Resources Commission in anan--row of environmental concern pursuant to 15 NCAC ]/1• I/ J Applicant Name ! own DF � T.) 'iyl4 Beu ui., Phone Number ( J )) 115 , ^ ) C/ $ 6 Address i .,, 1 ivor-4"h /--ukC a /ICI City �'', r)1 PI 4A /3 td.0 I- /-\ State N L Zip '), '7 f A Project Location (County, State Road, Water Body, etc.) C14 r W f n h Cr" (`1V C G c+)u ((A t T Yci i 4 t 9u.) th n GAT-, /mot &e'ut.i-, NCB/ rt614.7Ver. C .�✓Aq Type of rojectActivity R(pIule 6U1kd(,4� jr AA gIIlninert/ 04c -roz.t A/44Wt"V4r (, 9 eXtsI-in3 ( ,d (] ) f 1l // ` 11 �JJ , Plso 1"(i)0,tr 2 ct riun.a .€ pt06S In `�4/h( l.c4170A �- Ta 5'kpie Jih(MSI,P1) .d.. 444/Q PROJECT DESCRIPTION SKETCH S i k i 1 c de f 55(,n (SCALE: IVO'I' I a SLy/( ) Pier(dock)Length .A Groin LengthIl iSet r- a) number w Bulkhead Length `TPPr-f. 3554 max,distance offshore ; -44 tAi , __ L. Basin,channel dimensions i'�7't • �T cm ,,..a��.. rtaii, , , _,..,„,4 re--- J i. VJat ta4ta f vim,.< cubic yards w ;1-t.). i 1 r . 4�Boat ramp dimensions ) ill ._...g .__ h ._.. r - ick i Other Is i all I A hale „ _..,„ „„,_., „„ weat ., ..RE ..R. ...Nil„" 0 a r . .1 1 1 / e w r l This permit is subject to compliance with this application, site drawing ►. and attached general and specific conditions.Any violation of these terms / applicant's signature may subject the permittee to a fine, imprisonment or civil action; and may cause the permit to become null and void. a - kA---^ This permit must be on the project site and accessible to the permit of- OZ // MN icer's f/ signature II ficer when the project is inspected for compliance. The applicant certi- - ...... -_1� fies by signing this permit that 1)this project is consistent with the local issuing date expiration date land use plan and all local ordinances, and 2) a written statement has been obtained from adjacent riparian landowners certifying that they 0 JJ 1 r • /d ° D have no objections to the proposed work. (f attachments In issuing this permit the State of North Carolina certifies that this project f9 / U O. is consistent with the North Carolina Coastal Management Program. +' application fee - ' -• .,-OPIPS-11f .:„..... -fir,....,. ., . -, .. . ...----- . -- . .----,-.--,‘f•-it',5•1--.',' •- V.4,,,•,.' '.5--4••••' !••'_•,•-74,- •-•"' ...,,,..-•5:•:.,,,•..,,,,••lie'-1:-•''; •••f"'.1.r. '''..' 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'=-ZE--ni�0 - 1 (uullell810115 hi o,l, it. uHiess otherwise stated) ^liAS CODE 1'Yl'E_()L'I1EY);LQL' UESlvR.1L'TiQA[ • EXAMPLE M(3BD�IE R SPECIFIC IICSCRIP1jQN EXAMPLE "AC" Access channel,canal ength, width,depth "AC 200,20 -4" IMPACT "AR" Arlificinfreef ength,width "WS" Wooded swamp "WS "AS" Arliliclnl seaweed "AR 200,SOl' "CY" 450" "!3A" 13ench or estuarine access ength,width "AS 500 100" }, „ Cypress "CY 150" ,1313" Boat basin,slip ength, width,depth "DA„ "CE" Cedar „CE 150" ,I311� Bulkhead ength I „DD 150, 50, -6" "SM" CIE 150" 13L Dorn lilt 13II 150 Maple "SM „ "ilL" Beach nourishment ength,widlll width "DL 25, 15" „MF,�, ** Majltiiu "MF 250" "131'" Boat Fran, "13N 1500 50" I tigh ale forest 175" "13R" 13rid e 1 ength,width "DP 100, f 0" „IIM„ *JR" bilious "NM 390" "lIl" Boat houseength,tvldllt "BR 75, 50" Julious roegterianus "JR 30" "13W" Breakwater ength,width "13S 40,20" (black needleruslt) ength "BW 10" ,,SY„ • Sparliva Gyms ice des "SY 60" "CC" Cable crossing ength "CC 275" (salt or giant reed grass) "CE" Condo expansion #nulls new,existing „ "CO" Campground "CE IS 40 SI' Sparliva patens "SI'35" I g length,width "CO 175,400" (salt meadow grass) "CO" Condo #units,height 64,45 "DS" "( V" Calvert "CO" " Dislichlis spicaln "DS 50" length,width "CV 60, 15" (salt or spike grass) "DU" Drainage ditch length, tvidllt,depth "DO 900, 12, 8 "SS" Salicortia sp. "SS "DU" Dolphin 38" l number "DO 4" -(glasswort) "DS" Dryslack storage length,width,height "DS 200,75,50" "LS" Linlonium sp. "LS 40" "EL" Pier"L"head length,width "EL 10,20" (sea lavender) "Fil" Fill basil,slip length,width depth " „ "PC" Fill canal,chmtuel g ' p I 13 300,50 -4 "SC" ScIrpus sp. "SC 20" "PC" Fish a ength,width,depth "PC 300 50,-4" „ ndiulrnsll oilcens square) ength,width "HI 150,75" CJ �I t ass) cease 'CI 27" "171" Fill general englh width,depth "FI 300,50,-3" (saw grass)"Fit" Fill for road ength,`wid width,depth "FR 975 50,-2" Sparliva allehtallorn "SA 75" "FS „ "SA" "FS" Floating structure env'',width 20, 10 (salt marsh cordgrass) "OR" Clroiu "TY" "I10" I Iolel/molel complex enength, width,height "ITO 450 width "CIR , 75 50" �Y thn sp. "4'Y 32" • "I11)" Ili I►tva street „DF„ (lcall'nfl) g Y, englh,width "IIW IUUU, Sro', Pol77chia frtlescens "1317 42" "JE" Jelly ett lit width "MA" Marian t "JE 30, 2" "IF" (sea oxeye) "ME" Marina expansion #o skips ``MA 50" Iva frllesceus "IF 76" ! #slips new,existing "ME 15,20 (marsh elder"M1" Mitigation l g "MI " ) "MR" Mooring piling #of It, width 50, 25" "PI I" Phrogntyies sp. "PII 60" "NI," Non-pier length,width "MR 5 ,, "I-AI" '* "OP" Uull'nll pipe NI 50,3U "SA" Low marsh "LM 50" I diameter in",length "OI'b,2000" Spa lna allernaflara "SA 30" NOTE: tills Is not a sewer line extension unless It results In a discharge (salt marsh cord gross) to state waters. EX: a WW1P effluent pipe would h t"OP' "OW" ** High gg des spoil "110 750" "(►'I'" Other (Includes disposal) ** Open water "OW 900„ ,PC Pipeline crossing diameter In", length • "PC 450" (Use with piers,mooring "II" Parking lot length,width things, etc.where Iherc is l b1' Peat mining "�'I. 180, SU" pilings, s, etc.l here there) acres "PM 50" little"Pit" Pier or doe length,width • "PR 160, "SD" • ** Shallow boltout SI3 550" �, „ "RR" Ripra t Length, width "RIt 150,5" excavation,Used for etc. where "S13" Sand Lays etc. (here "SI)" Sttbdivistott #lots,total acres "SI)42, 50" "BC" ** Beachis a ntntor alteration to the bCtto 150" "SE" Subdivision expansion "Sl " Subdivision •('•head 1 #lots new,existing "SE 20,50" "DN" ** "BC 20 length,width "I•E 20 6" „OD„ ** Dune "DN 200" "WL'' * Submerged grassbeds "tiff 75" COE designated wetlands "404 75" (Use when other species • Are present,not listed elsewhere) **use these codes only when species are not given FUNCTION=> C NEXT PERMIT=> GENERAL PERMIT ENTRY/UPDATE RRD160 PERMIT NO: GPD16891 DISTRICT: I COUNTY: NEW HANOVER AEC DESIG: PT ES EW APP FEE : 0 . 00 REGIONAL REP : PARKER APPLICANT NAME : TOWN OF CAROLINA BEACH ** MAILING ADDRESS : 1121 N. LAKE PARK BLVD CITY: CAROLINA BCH STATE : NC ZIP : 28428 LOCATION: CARL WINNER AVE WATER BODY: YACHT BASIN LOCATION ADDRESS : (WHEN DIFFERENT FROM MAILING) CITY: CAROLINA BCH STATE: NC ZIP: DEV AREA: 0 . 15 PROJECT DESC: P-12 STATE PLANE COORD X: Y: WORK: BH 350 0 00 0 PR 265 18 00 0 PR 40 35 00 0 MNT: IMP: OW 6560 ACTION EXPIRATION DREDGE AND FILL: 03 01 00 10 01 00 CAMA MAJOR DEVELOPMENT: 03 01 00 10 01 00 MESSAGE : ENTER DATA YOU WISH TO CHANGE PF1=HELP PF2=MAIN MENU PF3=PERMIT MENU PF4= PREVIOUS SCREEN PFS=ADD NAMES f i r CAMA AND DREDGE AND FILL r N°. -i 016891� ,/ GENERAL F 1 L i,.. bur y \\........ PERMIT as authorized by the State of North Carolina Department of Environment, Health, and Natural Resources and the Coastal R ou ce Commission in an area of environmental concern pursuant to 15A NCAC r7 P. �� I . Applicant Na�� S Phone Number* 1-157 ---). f T 1:1 Address ` o r 4'' V City C�_q 1r—.. L rl4 (- cL . State 'v Zi U l o Pro'ect Location (County, State Road Water Body etc.) tic ✓ • a' as,c Vetv11-+ &sl„ i a,,rc �i'- /5-t4,. e q 1/1. Ver L� .... .1., � l� J Type of Projec Activity if lace g4'or-wi a- ma. t d tb /kkCJ In aA 4.!I Afrt& en roe"1 wa.1 rw4r4 ofeX;sI, aiiynmev1. mho re Ltice A6c q vat c,44Cc� a Iro✓( d�,m.� g I ICiCa6 , Q.eR►ovC buiUi1 C Swczt-rv4+r ) * re-p f".< 1 itf.L4 w4A 6�i )4 . Rls re tear h©'X 56'� c\ec.k DA rc_54-5 e o F ckLA4 bqS in . I� con di.4-(o.t) �f 17 14• 7-50 . s��.1, 4 pl PROJECT DESCRIPTION SKETCH (SCALE: p/�- 7 +�) r_..`__._ . __- emu:..:. Q . Pier(dock) lengthI. 1__ r a y s EaS�s i�C - 361 Groin length f ifs v DeL, I '1f number `3O ° B 'I k�(..{ . Bulk�h3ea��th�p fi 1C. , I~f`'c .. 6YJQi1 F , fF-- 65w�i ! V max.distance offshore o AwdlK (0 ked �l�c) f f Basin,channel dimensions I *!o ° f �•i• C 4rs fir;(.t 13 - cubic yards I ♦q.♦ / J 1 �L(rLl.h'1. �4 S(el .. . Boat ramp dimensions [� w�16. - - -- -- Othervft-k f`b' X 1 ' - 5�s - .— _ _. r ,.ro ma -n. I 5 yvCC., wA.-�=C� '‹, ear 1----1w i.ik.^.c f-. vt--A-., . ._ . _ .. _. -` -_._......__....._ This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any violation of these terms may subject the permittee to a fine, i imprisonment or civil action; and may cause the permit to be applicant's signature ,,,, come null and void. /1 This permit must be on the project site and accessible to the l�l permitlo'ficer's signature permit officer when the project is inspected for compliance. _ od-bii-v" '!The applicant certifies by signing this permit that 1) this pro- / t� 09\00 l° ject is consistent with the local land use plan and all local issuing date expiration date ordinances, and 2) a written statement has been obtained from adjacent riparian landowners certifying that they have no -! a S objections to the proposed work. attachments In issuing this permit the State of North Carolina certifies that this project is consistent with the North Carolina Coastal application fee p e L TISA: 077-1.2500 SECTION.2500-EMERGENCY GENERAL PERMIT FOR REPLACEMENT OF STRUCTURES 1'H H.RECONSTRUCTION OF PRIMARY OR FRONTAL DUNE SYSTEMS, AND THE ' MAINTENANCE EXCAVATION OF EXISTING CANALS, BASLNS, CHANNELS, OR DITCHES, DAMAGED, DESTROYED, OR FILLED IN BY 1999 HURRICANES OR TROPICAL STORMS, PROVIDED ALL REPLACEMENT,RECONSTRUCTION AND MAINTENANCE EXCAVATION ACTIVITIES CONFORM TO ALL CURRENT STANDARDS .2501 PURPOSE • This permit shall allow for A) the replacement of structures that were located within the estuarine • system and/or public trust Areas of Environmental Concern and that were destroyed or damaged beyond 50 percent of the stricture's value as a result of any 1999 hurricane or tropical storm, B) a one time per property fee deferment for the reconstruction or repair by beach bulldozing of hurricane or tropical storm damaged frontal or primary dune systems, and C) a one time per property deferment for maintenance dredging activities within existing basins P P n3'fee Structure replacement, dune reconstruction, and maintenance excavation activietr�authorized byes' permit shall conform with all current use standards and regulations. The structural replacement component of this general permit shall only be applicable where the structure was in place and serving its intended function as of September 4, 1999, and shall not apply within the Ocean Hazard System of Areas of Environmental Concern(AEC) or waters adjacent to these AECs with the exception of those portions-of shoreline that feature characteristics of Estuarine Shorelines. Such features include the presence of wetland vegetation, Iower wave energy, and lower erosion rates than in the adjoining Ocean Erodible Area. • .2502 APPROVAL PROCEDURES • (a) The applicant must contact the Division of Coastal Management and request approval for structural replacement, dune reconstruction, or mainter nr_�excavation. The applicant shall provide information on site Iocation, dimensions of the project area, and his or her name and address. (b) The applicant must provide: (1) Description of the extent of repair, replacement, reconstruction, or maintenance excavation needed, including dimensions:'and shoreline Iengta; (2) In the case of structural replacements, any additional documentation confirming the existence of the structure prior to the hurricane or tropical storm, such as surveys, previous permits, photographs or videos. • (c)For projects involving the excavation or filling of any area of estuarine water,the applirant provide confirmation that the adjacent riparian property owners have been notified bycertified must proposed work. Such notice shall instruct adjacent property mail of the j p p cry owners to provide any comments on the proposed development in writing for consideration_by permitting officials to the Division of Coastal Management within 10 days of receipt of the notice, and, indicate that no response shall be interpreted as no objection. DCM staff shall review all comments and determine, based on their relevance to the potential impacts of the proposed project, if the proposed project can be approved by this General Permit; If DCM staff finds that the comments are worthjof more in-depth review, the applicant shall be notified that he or she must submit an application for a major development permit. (d) No work shall begin until a meeting is held with the applicant and appropriate Division of Coastal Management representative. Written authorization to proceed with the proposed development may be issued during this meeting. (e)Replacement, reconstruction or maintenance excavation activities must be completed on or before October 1, 2000. (f)Authorizations under this General Permit shall not be issued after October 1, 2000. History Note: Statutory Authority G.S. 113A-10Z-113A 118.1,; • Proposed Emergency General Permit Z — "-- - T15A: 07H?S00 Coastal.Management. When shoreline configuration is such_that a perpendicular �align ment can not be achieved, the pier shall be aligned to meet the intent of this Rule to the maximum extent practicable. The setback may be waived by written agreement of the adjacent riparian'owner(s) or when the two adjoining riparian owners are co-applicants. Should the adjacent property be sold before replacement of the structure begins, the applicant shall obtain a written agreement with the new owner waiving the minimum setback and submit it to the Division of Coastal Management prior to initiating any construction of the structure. History Note: Statutory Authority G.S. 113A-107; 113A-118.1; • • • • • • • • • • • Y - • ,FF • • • Proposed Emergency General Permit Division of Coastal Management Adjacent Riparian Property Owner Notification/Waiver Form 304 N. Lake Park Blvd. (Pcl.# 08818-006-032-000) Name of Individual Applying for Permit: Town of Carolina Beach Address of Property: Carnl i na RPnch Muni ci pal Mari na Carolina Beach, North Carolina 28428 I hereby certify that I own property adjacent to the above referenced property. The individual applying for this permit has described to me as shown on the attached drawing,the development they are proposing. I have no objections to this proposal. P P (A description or drawing,with dimensions,should be provided with this letter.) If you have objections to what is being proposed, please inform the Division of Coastal Management, 127 Cardinal Drive Ext., Wilmington, NC 28405 (91O)395-390o within 10 days of receipt of this notice. No response is considered the same as no objection if you have been notified via certified mail. * * * * * * * * * * * * * * * * * * * WAIVER SECTION I understand that a pier, dock, mooring pilings, breakwater, boat house, lift must be set back a minimum distance of 15' from my area of riparian access unless waived by me (if you wish to waive the setback,you must initial the appropriate space below). I do wish to waive the 15' setback requirement I do not wish to waive the 15' setback requirement. ka,v-ed /?/do Signature Date Print Name 9 1 d e8) 6 9 S Telephone Number(with area code) New Hanover County-FactNet Tax Data-Quick Data Sheet Property: 304 N Lake Park B1v PID#: 08818-006-032-000 PIN#: 313011 56 3561 000 Subdiv: * City Lim: Carolina Beach Owner: Emily Weeks,Est PO Box 554 Carolina Beach,NC 28428 Legal: (.75 ACRES)CAROLINA BEACH YACHT BASIN Zoning: B-1 Acres: 0.75 Use: COM Built: 1946 Book: 0899 Htd.SF: Page: 0015 Deed Type: ** Rooms: Br: Sold: 12/1970 Price: $0 Ba: Hba: Land Val: $352,836 Other Val: $106,318 Tot Assd: $459,154 Division of Coastal Management Adjacent Riparian Property Owner Notification/Waiver Form 313 Canal Dr. , Harbor Masters Restaurant (AP#8818-006-027-000) Name of Individual Applying for Permit: Town of Carolina Beach Address of Property: Carolina Beach Municipal Marina Carolina Beach, North Carolina 28428 I hereby certify that I own property adjacent to the above referenced property. The individual applying for this permit has described to me as shown on the attached drawing,the.development they are proposing. Wit' I have no objections to this proposal. (A description or drawing,with dimensions,should be provided with this letter.) If you have objections to what is being proposed, please inform the Division of Coastal Management, 127 Cardinal Drive Ext., Wilmington, NC 28405 (91O)395-390o within 10 days of receipt of this notice. No response is considered the same as no objection if you have been notified via certified mail. WAIVER SECTION I understand that a pier, dock, mooring pilings, breakwater, boat house, lift must be set back a minimum distance of 15' from my area of riparian access unless waived by me (if you wish to waive the setback,you must initial the appropriate space below). I do wish to waive the 15'setback requirement I do not wish to waive the 15' setback requirement. _ * * * * * * * * * * * * * * /1.2./7 cr2.9 C� Signature Date Print Name Telephone Number(with area code) New Hanover County-FactNet Tax Data-Quick Data Sheet Property: 313 Canal Dr PID#: 08818-006-027-000 PIN#: 313011 56 7531 000 Subdiv: * City Lim: Carolina Beach Owner: Harbor View Restaurant PO Box 294 Carolina Beach,NC 28428 Legal: BLK 4-A LOTS 15-A 16-A 17-A Zoning: B-1 Acres: Use: COM Built: 1971 Book: 0953 Htd.SF: Page: 0674 Deed Type: ** Rooms: Br: Sold: 11 /1972 Price: $0 Ba: Hba: Land Val: $172,500 Other Val: $245,539 Tot Assd: $418,039 Division of Coastal Management Adjacent Riparian Property Owner Notification/Waiver Form 400 N. Lake Park Blvd. , Mr. Michael Britt (AP118818-006-021-000) Name of Individual Applying for Permit: Town of Carolina Beach Address of Property: Carolina Beach Municipal Marina • Carolina Beach, North Carolina 28428 I hereby certify that I own property adjacent to the above referenced property. The individual applying for this permit has described to me as shown on the attached drawing,the development they are pro osing. I have no objections to this proposal. (A description or drawing,with dimensions,should be provided with this letter.) If you have objections to what is being proposed, please inform the Division of Coastal Management, 127 Cardinal Drive Ext., Wilmington, NC 28405 (910)395-390o within 10 days of receipt of this notice. No response is considered the same as no objection if you have been notified via certified mail. * * * * * * * * * * * * WAIVER SECTION I understand that a pier, dock, mooring pilings, breakwater, boat house, lift must be set back a minimum distance of 15' from my area of riparian access unless waived by me (if you wish to waive the setback, you must initial the appropriate space below). I do wish to waive the 15'setback requirement _ I do not wish to waive the 15' setback requirement. _ )01 t,el-el-ej rifivi.c._ 6%92, , //Aqo Signature Date /77;( a ( en L- 16' ti 5v ., Print Name `746.8- Telephone Number(with area code) New Hanover County-FactNet Tax Data-Quick Data Sheet Property: 400 N Lake Park Blv PID#: 08818-006-021-000 PIN#: 313011 56 4621 000 Subdiv: * City Lim: Carolina Beach — Owner: Michael E Britt,Sr PO Box 1099 Carolina Beach,NC 28428 Legal: REAR LOT 50X225 CAR BCH Zoning: R-1 Acres: Use: COM Built: 1997 Book: 1861 Htd.SF: Page: 0386 Deed Type: WD Rooms: Br: Sold: 03/1995 Price: $145,500 Ba: Hba: Land Val: $68,437 Other Val: $417,539 Tot Assd: $485,976 Carolina Beach Marina Repair Specifications " `� 0 1 , ' ) • . • • • 1'L • • t.'• if•, r I, r ' Y Y .'te r.... • ^� Rt � a r` , ,.rt • t , . M ` 4. • �+,, --,--..t , - i ! UP i(i f . By Christopher A.Holmes, P.E. Consulting Engineer, Inc. March 24, 2000 CAROLINA BEACH MARINA REPAIRS SPECIFICATIONS TABLE OF CONTENTS SECTION PAGE Project Description 1 Report Setup 1 Bid Preparation 1 Site Inspection 2 Hurricane Floyd Description 2 Section 1A 3 Section 1 B 5 Section 2 6 . Section 3 7 Section 4 9 Section 5 9 Section 6 11 Conclusion 12 Attachments: 13 Site 1 — Existing Marina Site Plan 14 STRU 1 — Storm Damage Repair Plan 15 STRU 2 — Storm Mitigation Improvement Plan 16 STRU 3 — Detail Sheet 17 STRU 4— Detail Sheet 18 Carolina Beach Marina Repair Specifications Project Description: This report relates to the town owned portions of the marina on Myrtle Grove Sound, referred to on our plans as Carolina Yacht Basin. The marina is bordered on the south by Carl Winner Avenue and is bordered on the east by Canal Drive. Currently Sweetwater Café occupies the southwest corner of the marina. Hurricane Floyd damaged areas of the bulkhead and walkways and other portions have deteriorated over time. This report will separate storm related repairs, regular maintenance, and improvements that will mitigate future storm damage. Some plans and details will be provided as part of this report. Report Setup: The report will be divided into seven sections. Section 1A will deal with the west side decking. Section 1 B will deal with the east side sundeck. Section 2 will deal with the current site of the Sweetwater Café. Section 3 will deal with the west side bulkhead. Section 4 will deal with the electrical services. Section 5 will deal with the east side bulkhead and walkway. Section 6 will deal with the south side bulkhead and walkway. Each section will list repairs needed to restore the integrity of the specific system. Bid Preparation: The report will list storm related repairs and storm mitigation improvements separately. Bids should be separated in the same manner. Individual costs should be provided for the different aspects of the repair as well. It will not be sufficient to provide bottom line totals without a breakdown of the costs. The drawings issued with this report will show the specifications and will provide a basis for determining the amount of material. We recommend visiting the site to help provide guidance on the repairs. The linear feet of certain items needed will be shown on the drawings. ) Carolina Beach Marina Repair Specifications Site Inspection: We visited the site and performed a visual inspection of the bulkheads and walkways. We used a boat to inspect the bulkheads up close. It was low tide at the time of our inspection, so we were able to inspect the maximum amount of the bulkhead above grade. There were boats docked in the marina that obstructed our view of certain areas of the bulkhead. We also did not have soil removed to inspect any of the bulkhead below grade. We had walk boards taken up periodically on the west side, so we could inspect the supports and soils behind the bulkhead. On the east side we had walk boards taken up in the two areas where the street had been undermined (indicated on Sheet Site 1). We previously prepared repair drawings for the Sweetwater Café and. inspected the café and its bulkhead at that time. We reinspected the café's bulkhead for this report, as well. Hurricane Floyd Description: Hurricane Floyd occurred on September 15, 1999. Heavy rainfall was associated with this storm and many areas in eastern North Carolina were flooded. The storm raised the water level in the sound and the area around the Marina was flooded, such that the sound and Carolina Beach Lake were joined. This was in conjunction with the storm surge off the Atlantic Ocean. Thursday morning after the storm the tide went out and the flood waters were pulled across the Marina towards the ocean. This flooding and subsequent retreat of flood waters caused damage to the Marina. 2 Carolina Beach Marina Repair Specifications SECTION 1A Description: This section addresses the walk boards and their supports on the west side of the marina. The site plan we are issuing shows this area. This item will need to be coordinated with section 3. The wooden walk boards run perpendicular to the bulkhead and extend out over the water supported by piles, joists, and girders. Storm Related Repairs: The deck boards behind the bench adjacent to Sweetwater Café were displaced. The flooding and water flow of the Hurricane caused this damage. Along the west side other boards were displaced or had come loose. We noted erosion behind the bulkhead which allowed supports to be displaced. The soil that was lost must be replaced with well compacted fill. This should be coordinated with section 3. Once the eroded material is replaced, supports and walk boards must be releveled and resecured. Some boards may have warped to an extent that is not advisable to reuse them. An allowance should be made to replace those warped boards and boards that will inevitably be damaged when they are removed to rework the eroded soil and supports. Repairs associated with section 3 will also affect the walk boards. I • - ■ it I 4111E.111111111111 11 rrrrrr. li r�rin.ry .r, "DISPLACED WALK BOARDS ADJACENT TO SWEETWATER CAFE" 3 Carolina Beach Marina Repair Specifications Storm Mitigation Improvements: A more permanent foundation system for the walk boards can be provided behind the bulkhead. This would involve embedding piles behind the bulkhead and then bolting girders to the piles and then attaching the walk boards. Future storms may still cause damage, but erosion and flooding would have less of an impact. The detail sheet STRU4 shows the basic construction involved in this repair. The storm mitigation improvements in Section 3 will definitely impact the walk boards and should be considered. Section 3 recommends the installation of a new bulkhead that will have to be constructed in conjunction with the improved walkway foundation. (2,) 4 Carolina Beach Marina Repair Specifications SECTION 1 B Description: This section addresses the sundeck on the east side of the Marina. Storm Related Repairs: The sundeck was displaced by the hurricane's flooding and storm surge. The post footings were raised out of the ground. The entire sundeck needs to be replaced. The sundeck should be reinstalled to meet the requirements of the North Carolina State Building Code Volume I and 1-C and the plans provided with this report. This will involve embedding piles below grade, bolting girders to the piles, and securing the joists to the girders. -F., a.x„.... .'y aw I ;� _----- _---- a- 'Vt.- It - r : i ,, ..,, _ • _ ,. .- :„;1) * F. at II, , sA,,: i : I Illijj 1 I I 0: 10 !MI li IR i I 1 ! ! IiIjMt. . -- -- — re = tr" ..:'' i ' 00 '' . \\.,:‘ .--•:. _ \---.\ s \ '.. - \ -."- . "DISPLACED SUNDECK" Erosion also occurred around the sundeck as evidenced by a small sink hole in the street. Utilities around the sundeck were repaired prior to our visit. The soils must be properly replaced and compacted to ensure proper support for the sundeck and the adjacent street. 5 Carolina Beach Marina Repair Specifications SECTION 2 Description: This item is related to the current Sweetwater Café site. Our office previously issued repair drawings for the Café and its bulkhead. Now the plan is to remove the café and replace it at a future date with a public deck and gazebo. Storm Related Repairs: The bulkhead was broken outward in two locations. The bulkhead retains soils that are part of the café's foundation system. This caused the need for the extensive repairs that made it unrealistic to repair and maintain the café. The bulkhead was older and did have some deterioration, but the storm surge and subsequent retreat of flood waters caused the sections to fail and compromised other areas. Other bulkheads in the area that were in the same or worse condition did not experience the same failure. The section that failed was at the corner of the Marina. This section of the bulkhead would have been supporting greater loads than other areas due to the foundation of the café. It also appears the water flow direction made this corner of the Marina a focal point of the water flow. The entire section of the bulkhead in this area must be replaced. The most cost effective way of doing this is to leave the old bulkhead in place and build the new one outside it. The Storm Repair Plan and the details show specifications for a new bulkhead. It will be necessary to remove the café to install the new bulkhead. The demolition and debris removal costs should be included in the bid on this item. We have also issued drawings showing how to repair and restore the café in conjunction with installing a new bulkhead. Those drawings can be made available upon request. Mt "or • • - :i • • "BULKHEAD FAILURE UNDER SWEETWATER CAFE" Currently there is an extensive deck system and floor system at the Sweetwater Café site. The modifications associated with the decks will have to be part of the future deck and gazebo plan. The bulkhead piles may need to extend to a higher elevation to support the planned structures. Contractors bidding on this phase should verify intentions for the future construction and incorporate the cost increase to the bulkhead as a separate line item. 6 Carolina Beach Marina Repair Specifications Section 3 Description: This section deals with the bulkhead on the west side of the marina. The repairs associated with this section will impact Section 1A, since the walkway extends beyond the bulkhead. The extension beyond the bulkhead and the area behind the bulkhead will be impacted. Storm Related Repairs: The storm eroded some of the soils behind the bulkhead, which caused some of the unlevelness noted in Section 1A. The eroded soil was washed through or over the bulkhead and was deposited in the boat slips. The bulkhead was leaning into the marina. We noted severe deterioration of the tongue and groove sheet piling and wailers along the bulkhead. Towards the end of the bulkhead there were higher amounts of deposited soils indicating a failure of the bulkhead. The hurricane caused greater than normal stresses on the bulkhead which caused components of the bulkhead to be compromised accelerating the need to replace those members. Repairing and/or patching the damaged sections will be extensive and impractical. In the sections that are in bad condition, it would be advisable to repair it by building a new r bulkhead in front of those sections. This will involve building a bulkhead from slip 4 to slip 12. This would be extensive and it would be best to rebuild the entire bulkhead as noted in the storm mitigation improvements. For the purpose of providing bids, the cost of replacing materials or providing a partial bulkhead replacement should be considered. For replacing materials, the estimate should be based on replacing all of the lower wailers from slip 4 to slip 12. In the same area 50% of the tongue and groove sheet piling will need to be replaced and 50% of the bulkhead piles will need to be sistered. The shoring and bracing required to achieve this and the debris removal cost should also be considered. The photograph on the cover sheet shows the typical construction of the bulkhead. It should be noted that we do not recommend attempting to repair the bulkhead. The existing design is not adequate to ensure long-term stability. The replacement listed in the next section is the action we recommend. The Cost involved in restoring the bulkhead to its pre-storm condition is essential in determining financing only. We also noted that the private bulkhead at the north end of the west side bulkhead was extremely deteriorated. It appears that there was a continuous bulkhead that served the town and the private property at the north end. The town built a new bulkhead in front of this original bulkhead. The extreme deterioration of the adjacent bulkhead allows soils to erode from behind the town's bulkhead. 7 Carolina Beach Marina Repair Specifications ' I 7 • 4.% lyip- . .1..,_ . , , 14f . VII - ' • „, ,, AN, .,. ., ,..., . . .44 .1.,„ .!. - .,,,,,,40- . ;14% :.• * i .,•• ,1/4, i ' • r. 4-t ia -f • 4. • 4 y . �' . S y ' ' t Y f T4 ;h :., its ---~,�.*.yq`.* `i r,•` R ti.. - lto.. • r , DETERIORATED BULKHEAD AT NORTH END OF WEST SIDE BULKHEAD (PRIVATE PROPERTY) Storm Mitigation Improvements: We recommend building a new bulkhead one foot in front of the old bulkhead. This new bulkhead will tie into the bulkhead being reduced at the Sweetwater Café site and will turn at the north end to separate it from the deteriorated bulkhead on the private property. If the owner of the property with the deteriorated bulkhead will build a new bulkhead that ties in with this one, it will not be necessary to turn the bulkhead at the north end. Sheet STRU2 and STRU4 show the plan and details required for this repair. 8 Carolina Beach Marina Repair Specifications SECTION 4 Description: This section deals with electrical services in the marina. The repairs associated with the other sections will affect the electrical services. Bids should include the cost of rerouting electrical services and supplying temporary services. SECTION 5 Description: This section deals with the east side bulkhead and walkway. Storm Damage Repairs: This bulkhead was constructed differently than the west side bulkhead and appears to be newer. The bulkhead and walkway are in excellent condition, but some slight deterioration was noted on the wailers. The wailers do not need to be replaced at this time but they should be monitored and maintained. The storm did wash out soils from under the street and walkway in two areas between slips 19 and 21. The street and drain pipes under the street have already been repaired, but the void under the walkway was not filled. It must be filled with well compacted soil. The holes were approximately three feet deep at the deepest section, extended the width of the walkway, and were approximately three feet wide. 11 PO A Tip Ara r Mart; I rI" ' : ,ti0 • i f rnir,.N 'it, 47,.;:. I ►,. - Ai I r . 4 ',) . • , ' 1 .t.4....7". .:{11. . 1 , , I ° Y, i't I ! , ""°'may y�"` i• d riz _� -r.� . ,,ter. SOIL WASHOUT BETWEEN SLIPS 19 AND 20 9 Carolina Beach Marina Repair Specifications The drain pipe at slip 19 and at the sun deck appeared to be sloped backwards. The Public Works Department should confirm the slope of the pipe and readjust if necessary. The pipes should also be checked for amount of debris at this time and as part of routine maintenance. The retreat of the flood waters created a back wash through the pipe causing the pipe misalignments, washouts, and deposit of debris , . 4 . 'Fr- : . -. � ; ;, om •Oy. v .4S.'• ', 'i ,.ate . ifr. ,:- .. , . . 't ilk w� s71 _ w f toy J DRAIN PIPE AT SLIP 19 10 11 Carolina Beach Marina Repair Specifications SECTION 6 Description: This section deals with the bulkhead and walkway on the south side of the marina. Storm Damage Repairs: The bulkhead and walkway is in excellent condition. We noted slight rot of some of the wailers, but the wailers do not need to be replaced at this time. They should be monitored and maintained along with the rest of the bulkhead. There was a small sink hole in the street at the southeast corner of the marina. This area should be filled with well compacted soil to ensure proper support for the walkway and street. The storm washed out this area as described in section 5. The new bulkhead at the Sweetwater Café site must be tied into the south side bulkhead as well. 11 Carolina Beach Marina Repair Specifications CONCLUSION Hurricane Floyd caused damage to the bulkheads, walkways, and the surrounding area. Soils were eroded or washed away on all sides of the marina. The bulkhead under the Sweetwater Café failed in two areas. The deteriorated members on the west side bulkhead were compromised. The west side walkway and east side sun deck were displaced. Extensive repairs are required at the Sweetwater Café site and the west side bulkhead. New bulkheads should be built in both of those areas. Our drawings show the locations of the repair items and details associated with those repairs, but this report and those drawings should not be a substitute for the bidding contractor visiting the site. If you have any questions, please contact our office. Regards, ®Q®'e® eeoeo •,, o,��pd:*J/,7y:Dyyy• (a'CARD '`,r i�� COts'• Est4,4 ESSio V v o 0.1 olmes, P.E. a SEAL gac • 9.2 16336 lc, 'Ij' Jes, E.I.T. • a'°MER G :ddw 12 Carolina Beach Marina Repair Specifications Attachments The following attachments are reduced drawings. The full size 24" x 36" drawings are being issued with this report. The reduced drawings are provided for convenience. The full size drawings should be consulted for determining repair needs. C 13 • • • • _I INVOICE INVOICE INVOICE AMOUNT DEDUCTION TOTAL ACCOUNT NUMBER DESCRIPTION NUMBER DATE 356600.74 CAMA Permit repairs to 11/21/00 $100.00 Municipal Marina 7 ///7 ((- L ) (-/ q ___ ( ) ice/ / ( ; , . PLEASE DETACH ABOVE REMITTANCE VOUCHER TOWN OF CAROLINA BEACH No 025286 BEFORE DEPOSITING 1121 NORTH LAKE PARK BLVD.,CAROLINA BEACH, NC 28428 BMX 025286 4GPR0 4- annc�aan4in{and TronCompany NO C CAROLINA BEACH,NC ? 4� 66-112 _ 531 41. 'O v 1 TI-r caCI DATE CHECK NO. AMOUNT 11/21/00 25286 $100.00** CENTRAL DEPOSITORY PAY TO THE ORDER OF TOWN OF CAROLINA BEACH Provision for the payment of this check(or draft)`I en ma a by appropriation duly NC Division of Coastal Management made,pursuant to the Local Oovemmenl Budge nd fiscal ntrol Act.' ' F INAN OF C 7 ,t. / , II'025286111 1:053LOLL2 Li: 52L58971,6L11' ;!,„,,I, .,,„„,. i i„i,,,,,uu l • .,-.I I i:.i,i.i.i.c) ,11 0i L)PATTERN-ARTIFICIAL WATERMARK ON REVERSE SIDE-MISSING F EAR'hi II dn. 0 , .