Loading...
HomeMy WebLinkAbout19990292 Ver 1_COMPLETE FILE_19990421State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director MEMORANDUM TO: Doug Huggett, DCM FROM: John Dorney, DW Al?• NC ENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES June 18, 1999 RE: Water Quality Comments Buddy's Intracoastal Marina Brunswick County DWQ Project # 990292 DWQ has no objections to the project plans to construct a nine-slip docking facility within an existing marina. Please call me at 733-1786 if you have any questions. cc: Wilmington DWQ Regional Office John Dorney Central Files 990292.dcm Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Kerr T. Stevens, Director Mr. Buddy Wiles Buddy's Intracoastal Marina 8 Bahama Drive Wrightsville Beach, NC, 28480 Dear Mr. Wiles: Subject: Application for 401 DWQ # 990292 Brunswick County Water Quality Certification PAYMENT RECEIVED On March 18, 1999, your application for a 401 Water Quality Certification for Buddy's Intracoastal Marina in Brunswick County was received by the N.C. Division of Water Quality. The Division will begin to review the project for eventual decision. However, please be aware that beginning January 1, 1999 that the N.C. General Assembly passed legislation requiring payment of a fee of $200.00 for this project. The 401 Certification cannot be issued until this fee is paid. Until that time, your application will remain on hold as incomplete. Please call Cyndi Bell at 919-733-1786 if you have any questions. ere, R. Ddrney I I cc: Central Files Wilmington DWQ Regional Office Wilmington Field Office US Army Corps of Engineers Cyndi Bell Wetland File 4 • • NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES March 31, 1999 Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper State of North Carolina I Department of Environment and Natural Resources Wilmington Regional Office Division of Coastal Management James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Donna D. Moffitt, Director ku; a DENFt NORM rT!ANc) LINA DEPARTMENT OF VIRONME NATURAL RESOURCES TO: CAMA Major Permit Review Agencies FROM: Ed Brooks, DCM/WIRO THRU: Doug Huggett, DCM/Raleigh PAY ENT RE: Buddy's Intracoastal Marina Application RECEIVED DATE: March 23, 1999 ` A major permit application review packet was recently sent to you for Shandy Lane POA. Included in this review packet were two plats, one labeled at the bottom as "Option 1 " and the other labeled "Option 2". `option 2" should not have been circulated fpr reb"?tv. Therefore, "Option 2" should not be considered: Please remove this outdated plat from your packet. Thank you for your immediate attention to this matter, and I apologize for any inconvenience this may have caused. DH/ cc: John Parker, DCM/Raleigh Doug Huggett, DCM/Raleigh Ann Hines, LPO/New Hanover Co. Jeff Richter, COE Bob Stroud, DCM/WIRO E. F. Brooks, DCM/WIRO John Dorney, DWQ/Raleigh Zoe Bruner, DCM/WIRO Land Resources/WIRO Community Assistance/WIRO Water Quality/WIRO Marine Fisheries/DMC/WIRO 127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone 910-395-3900 FAX 910-350.2004 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper State of North Carolina Department of Environment and Natural Resources Wilmington Regional Office Division of Coastal Management James B. Hunt, Jr., Governor Wayne McDevitt, Secretary Donna D. Moffitt, Director TO: CAMA Major Permit Review Agencies FROM: Jerry A. Parker N? RE: Buddy's Intracoastal Marina Application DATE: March 22, 1999 1 • • NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES 3 W9 ; .i 77"T i_?,r?ib5 ??, ko 91At-f1 01Yf L'tr A major permit application review packet was recently sent to you for Jerry Hailey under the project name, Buddy's Intracoastal Marina. Included in this review packet were three plats which have been revised and should not have been circulated for review. Therefore, the following plats should not be considered: The plat of the pier configuration showing a receipt date of January 26, 1999 by East Coast Environmental (M. Todd Ball) The plat dated January 26, 1999 drawn by land surveyor Stuart Benson, and The plat with the heading, "Buddy Karen Wiles" received February 08, 1999. Please remove these outdated plats from your packet. The revisions remain in your review packet. Thank you for your immediate attention to this matter, and I apologize for any inconvenience this may have caused. 127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone 910-395-3900 FAX 910-350.2004 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT APPLICANT'S NAME: Buddy's Intracoastal Marina 2. LOCATION OF PROJECT SITE: Property immediately west of high-rise bridge to Holden Beach on mainland side, adjacent to the AIWW near Holden Beach in Brunswick County Photo Index -1995:Photo 4-39 Gr 5,6 p,q JM:Photo 184-28 Gr 3,5 j,k 12L4:Photo 7-47 Gr 5, j,k State Plane Coordinates - X: 2224000 Y: 61600 3. INVESTIGATION TYPE: CAMA 4. INVESTIGATIVE PROCEDURE: Date of Site Visits March 16, 1999 Was Applicant Present - No 5. PROCESSING PROCEDURE: Appikatf6n Received -March 10, 1999 Office - Wilmington 6. SITE DESCRIPTION: (A) Local Land Use Plan - Brunswick County Land Classification From LUP -Transisitional (B) AEC(s) Involved: ES,CW, PT, EW ® Water Dependent: Yes (D) Intended Use: Commercial (E) Wastewater Treatment: Existing - Septic system Planned - Same (F) Type of Structures: Existing - Two story building, boat shed, garage, bulkhead and 18' X 64' deck Planned- Nine-slip docking facility. (G) Estimated Annual Rate of Erosion: N/A Source - N/A 7. HABITAT DESCRIPTION: [AREA] TIRRT'V:F.T) ATT T lPn TAM A I-Mn (A) Vegetated Wetlands (Coastal) Approx. 600 sq. ft. , but with no cover-age (B) Incorporated Estuarine Waters and 2,583 sq. ft. Public Trust Waters C Other W) !Dial area Disturbeu: L,.)?33 sq. ft. (E) Primary Nursery Area: No (F) Water Classification: SA Open: No 8. PROJECT SUNEVIARY - The applicant proposes to construct a nine-slip docking facility within the same footprint of a thirteen slip marina which the applicant recently dismantled for safety reasons. Buddy's Intracoastal Marina Page Two 9. PROTECT DESCRIPTION The project site is located off the causeway to Holden Beach immediately west of the high-rise bridge on the mainland side of the AIWW. The street address of the property is 1305 Cedar Landing Road in Holden Beach. The size of the entire tract is approximately one acre with an elevation of approximately 3 feet above mean sea level. Current man-made features on the tract include a two story building, boat shed, garage and a 18' X 64' deck which is partially over the water and covers what was once a concrete boat ramp. The entire 150 ft waterward boundary of the tract is bulkheaded and there are no wetlands landward of the bulkhead. The tract is covered by low lying grasses with large areas of bare sand and gravel that serve mostly as parking area for the buildings. The only coastal wetlands on the tract are a patch of Spartina alternijZora existing below mean high water between the existing bulkhead and a proposed 14''X 55' deck. The applicant proposes no plans to dredge nor cover the existing wetlands. A thirteen slip marina which existed within the same footprint of the facility proposed on this application was dismantled during the summer of 1998. The applicant cited damage from recent storms, general deterioration from age and safety concerns as the reasons for dismantling the old marina. The proposed nine-slip facility is an open water marina with no dredging required. The proposed configuration of the facility is a 14' X 55' deck adjacent and parallel to the existing building from which a 6' X 53' walkway will extend towards the AIWW. From the walkway, five 4' X 25' finger piers are proposed with three on the east side of the walkway and two on the west side. From the existing 18' X 64' dock, the applicant is proposing another 6' X 53' walkway towards the AIWW with three 3' X 25' finger piers all on the west side. The total distance of the outermost portion of the docking system will extend 81 feet from the bulkhead. All construction is proposed to be at least 15 feet inside each riparian corridor line and at least 80 feet from the nearshore edge of the AIWW. The applicant wishes to offer fuel purchase, provisions for transient docking and docking for those desiring to purchase fuel. Fuel tanks are proposed to be located in an upland area within a concrete concealment with proper shutoff valves. The applicant proposes no washdowns nor any other type of discharges to the waters. The facility is proposed to be a no pump-out facility with no live- aboards and only transient docking. Two toilets located upland are proposed for patrons. Three "NO SEWAGE DISCHARGE" signs are proposed for the docking facility. The adjacent waters are closed to the taking of shellfish and are not designated primary nursery area by the Division of Marine Fisheries. Waters adjacent to the site are designated as SA waters by the Division of Environmental Management. 10. ANTICIPATED IMPACTS The project as proposed would incorporate 2,583 square feet of estuarine and public trust waters. The project meets the 1/4 rule, is at least 80 feet from the nearshore edge of the federally maintained channel and is at least 15 feet from either riparian corridor line. Since no dredging activity is proposed, bottom disturbing activity should be limited to that necessitated by the installation of pilings. Fuel spill possibilities would exist and are therefore a necessary consideration. Submitted by Jerry A. Parker Date:March 16, 1999 Office: Wihnington Form DCM-MP-1 UDAPPLICATION MAR 1 0 BY, Ulz? (To be completed by all applicants) b. Ci ,town, co pity or ar D 1. APPLICANT e a. Landowner: Name s:izz1 4/lel Address Lo ?'a City State Arc Zip Day Phone __ N- - ?Iw Fax 9/9 ?9 ?7 ?S,?7 b. Authorized Agent: c. Street ad re or nd7y ro number d. Is proposed work within city H is or planning jurisdiction? Yes No e. Name of body of water 7y t pro ect (e.g. river, creek, sound, bay),.- My 3. DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT Name a. Address y C&A? 4/ 1 City i U/ I t°i State /v a Zip Day Phone. Fax 916 r P c. Project name (if any) / NOTE: Perndt will be issued in name of kandowner(s), andlor project name. 2. LOCATION OF PROPOSED PROJECT i? L//?iS'G/f/G1c a. County List all development activities you propose (e.g. building a home, motel, marina, bulkhead, pier, and excavation and/Of filling activities. ,' U 9. J p b. Is the proposed activity maintenance of an existing project, new work, or both? c. Will the project be for public, private or c9mmercial use? oze.A ,.G oohv ?Zf//,L'Jr9 / d. Give a'brief description of purpose, use, methods of construction and daily operations of proposed project. If more space is needed, please attach additional pages. - 7-A" "am i-5 1/10L ZE D c .? Revised 03195 - Form DCM-MP-1 ECENE MAP, 1 0 1999 D DIV610& xisting wastewater ?r?atmenj acilities. AM 1k A4= K M, 4. LAND AND WATER COASTAL MAR , C fY m? CHARACTERISTICS a. Size of entire tract /d • z & n. Describe location and type of discharges to waters of the state. (For example, surface runoff, sanitary b. Size of individual lot(s) wastewater, industrial/commercial effluent, "wash dow jand residential discharges.) c. Approximate elevation of tract above MHW or 1.4 22 111XV611,11-? NWL d. Soil type s) and texture(s) of tract o. Descri existi g drinking water supply source. 4Z e. Vegetation on tract .S f. Man-made features now on tract ub? f ? do'6- e,) S. ADDITIONAL INFORMATION g. What is the CAMA Land Use Plan land In addition to the completed application form, the classification of the site. (Consult Ae local land use plan.) following items must be submitted: Conservation Transitional Developed Community • A copy of the deed (with state application only) or Rural Other other instrument under which the applicant claims title to the affected properties. If the applicant is not h. How is the tract zoned by local government? claiming to be the owner of said property, then forward a copy of the deed or other instrument under which the owner claims title, plus written permission i. Is the proposed project consistent with the applicable from the owner to carry out the project. zoning? Yes No (Anach zoning conpliance cersifieate, if applicable) • An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale in black j. Has a professional archaeological assessment been ink on an S 1/2" by II" white paper. (Refer to done for the tract? Yes No Coastal Resources Commission Rule 7J.0203 for a If yes, by whom? detailed description.) k. Is the project located in a National Registered Historic District or does it involve a National Register listed or eligible property? Yes No 1. Are there wetlands on the site? Yes No Coastal (marsh) Other If yes, has a delineation been conducted? `J (Attach doc unentation, if available) Please note that original drawings are preferred and only high quality copies will be accepted. Blue-fine prints or other larger plats are acceptable only if an adequate number of quality copies are provided by applicant. (Contact the U.S. Army Corps of Engineers regarding that agency's use of larger drawings.) A site or location map is a part of plat requirements and it must be sufficiently detailed to guide agency personnel unfamiliar with the area to the Revised 03!45 Form DCM-MP-1 site. Include highway or secondary road (SR) numbers, landmarks, and the like. • A Stormwater Certification, if one is necessary. • A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Upon signing this form, the applicant further certifies that such notice has been provided. Name Address Phone Name Address Phone Name Address Phone • A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. • A check for $250 made payable to the Department of Environment, Health, and Natural Resources (DEHNR) to cover the costs of processing the application. • A signed AEC hazard notice for projects in oceanfront and inlet areas. • A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A - 1 to 10) If the project involves the expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. MAR 1 0 1999 - 11 6. CE88 TWXA TMMSION TO ENTER ON LAND I understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to conditions and restrictions contained in the permit. I certify that to the best of my knowledge, the proposed activity complies with the State of North Carolina's approved Coastal Management Program and will be conducted in a manner consistent with such program. I certify that 1 am authorized to grant, and do in fact, grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. This is the IV day of ?, 19-Y. Print Name *Authorizze'd Signs e r ort Please indicate attachments pertaining to your proposed project. DCM MP-2 Excavation and Fill Information DCM MP-3 Upland Development ?DCM MP-4 Structures Information DCM MP-5 Bridges and Culverts DCM MP-6 Marina Development NOTE. Please sign and date each attachment in the space provided at the bottom of each form. 400 copies of this public document were printed at a total cost of $52.48 or $ .13 per copy. Revised 03195 Form DCM-MP-4 I V' 4 ? STRUCTURES , MAR 151999 (Construction within Public Trust Areas) COAST I IS,? ?r mAIJAGEMENT Attach this form to Joint Application for CAMA Major e. Mooring buoys Permit, Form DCM-MP-1. Be sure to complete all (1) _ Commercial -Community _ Private other sections of the Joint Application which relate to (2) Number this proposed project. (3) Description of buoy (Color, inscription, size, anchor, etc.) a. Dock(s) a Wor Pier(s) (1) - Commercial Community _ Private (2) Number (3) Length 5 3' (4) Width of water body (4) Width (o (5) Distance ' buoy(s) to be placed beyond (5) Finger Piers ? Yes No shoreline. C yk (i) Number 5 eA : q ,X ;Z5 ",4,v d (ii) Length _3 c--A. '3' x2g' f. Mooring structure (boatlift, mooring pilings, etc.) (»>) Width (1) _ Commercial -Community _ Private (6) Platform(s) ? Yes No (2) Number (i) Number / (3) Length i 17:T (ii) Length 55` (4) Width (iii) Width (7) Number of slips proposed 9 g. Other (Give complete description) (8) Proximity of structu a to adjacent riparian property lines 6- roK l* AI !S" (9) Width of water body 1?1P? 5 , Sc b, ieA (10) Water depth at waterward end of Ater at MLW or NWL _0 ' M/" sect b. Boathous? including covered lifts) (1) A///9' Commercial Private (2) Length !Jv'lX?; /N ?I'4 C?/4 $I /lfll?Zil(l{ (3) Width Ap 6cant oo Pro' Ject Name c. Groin (e.g. wood, sheetpile, etc.) signature (1) Number .:?- (2) Length(s) Date d. Breakwater (e.g. wood, s eetpile, etc.) (1) Length V-4- (2) Average distance from MHW, NWL or wetlands 1Vj± (3) Maximum dis???,ce beyond MHW, NWL or wetlands /VLi4 400 copies of this public document were printed at a total cost of $7.00 or $ .02 per copy. Revised 03/95 Form DCM-MP-6 MARINA MAR 151999 D DIV[S,_, . ?r ST A ?M A?? EVELOPW'NTcOA . AGEMENT (Required for the mooring of more than 10 vessels) Attach this form to Joint Application for CAMA Major Permit, Form DCM-MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. g. Typical. boat length A5 h. Maximum boat length a6, -- jg L MARINA CHARACTERISTICS a Chet elow the type oLrnarina proposed. t/ Commercial type, Public Residential Will th marina be open to the general public? Yes No i. Are any floating structures planned? =f= If so, describe 2. MARINA OPERATIONS ------------------ c. If there is residential development associated with a. the marina, how many units or lots are planned and how many are currently developed? Check all of the types Of services to be provided. Full service, including travel lift and/or rail ? Dockage, fuel, and marine supplies Dockage ("wet slips") only Number of slips .___I_ Dry storage Number of boats Boat ramp(s) Other (describe) e. Check below the proposed type of siting. Land cut and access channel Open water with dredging for basin and/or ? channel Open water, no dredging rewired Other (describe) f. Describe the typical boats to be served (for examDle, open runabout, charter boats, sail boats, mixed types). //"' t /J /VIGK- iL /?' .rc Revised 03/9:5 Check each of the following sanitary. facilities that will be included in the proposed project. Offte toiler ._1f?Toilets for patrons Number Location _ yp/I&V ? /!? Showers "j/' Boat holding tank pumpout Type and location b. Describe treatment type and disposal location for 211 sanitary w2szewater.. SE-PnG c. Describe the disposal of solid waste, fish offal and trash disposal. ??/{z ------------------ d. How will overboard discharge of sewage from boats be controlled? e. Give the location and number of "No Sewage Discharge" sigT? proposed. P"r11 Fz 'T- ca,?,%Z yr 8? Q. n 1 A- r- ., _ Form DCNI-NIP-6 f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products. g. Where will residue from vessel maintenance be disposed of Z A, tl 114 h. Give the number of channel markers and "No Wake" signs proposed. i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality. CQt CLGfei v- el eA, : x I. Describe design measures that promote boat basin flushing or circulation and that reduce water quality impacts. S'-g?& e k. What will be the mar' a policy on overnigbt and live-board dockage? o. Is the marina proposed within a primagy or secondary nursery area?. Yes No p. Is the marina proposed within an area men to shellfish harvesting? Yes ? No q. Give the location and number of mpout Available" signs proposed. 4AmUqnjt,6rPr,qWName J Signature Date ECSIVE MAR 10 1999 D ON OF COAS AILfM NAGEMENT Is the proposed marina located near any shellfish leases? Yes i,?No If yes, give the name and address of the leaseholder.- m. If this project is an expansion of an existing marina, what es of services are currently provided? 1 1/ ?-? ?t?f=7L /? /?G2? n. How many slips are now available? Revised 03195 ?d ZU /ev 7o? U o0 L 0?l,? ?,N y o. r? d 9q_ 4?4, ka4?? ol? R ECEHVE MAR 1 0 1999 DIVISION OF COASTAL MANAGEMENT 71 Awl- ?U ? ? g y6 ? tO J R ECENE MAR 1 0 1999 DIVISION OF COASTAL MANAGEMENT 7"X 8' RAL CAP 4 X 4 POST - 2 X 6 RAIL (TM - 2-3/4' MGH STRHNIGTN GALV. BOLTS W/ X OGz WAS-QS (AT NJT & BOLTrEAD END) 5'-07 Sr NOTE 6 W DG-14 X 6 6- MAX. DECKING SEE DG-13D FOR SIZING NAIL CAP TO POSTS W/ 300 GALV. NAILS. NAIL ONE 16D GALV. NAIL INTO TOP RAIL EVEZY 2-0' 1/2' GALV. CARRIAGE BOLT W/ WASH52S (AT NL T BOLT'I,EAD END) iq PIL° CAP 2 s_ S° DG-13D Q FOR SIZIN ° l_ 2 MAX G -- I o USE 2 HIGH STRENGTH z SEE NOTE 3 GALV. BOLTS W/ NUT E oGC WASH RS (AT NUT I; ° ° 3 X 8 TRANISV52SE BQ TI SAD END) - SEM NOTE 6 X- BRACE o 2 GALVANIZED BOLTS W/ 3' OGEE _ WASH5Z (S-= NOTE 6) > o° °o m w MlrNL 8' TIP - TIMBER PL-- SIZE F02 Pli LOAD e E)PoS+ ;2=- (S.= DG-13A.B & C) NOT_& L NAIL ALL JOINTS W/ 3OD GALV. NAILS B5 '0? EO TUB 2. NAIL D-CKING TO EACH STRING- 3. LS5: GALV. P-R21CAN° CLIPS AT A!1. INT?l02 ST2WG-sz COIMECTIONS. 4. ALL STRU'-J ?S TO B` EDUALLY SPACED & NO MOR= THAN 24' O.C. 5. LONG;M-DINAL X92ACING IS SIMILAR WHO iZ`C2'D. BY EDPOSLR5 E SITE CONDITION. 6. SE` DCr13° E DC-13F FOR CONNECTOR SIZING. 7. RAILS A;2-- TO SE INSTALLED EV-NLY S?ACED. WITH A MAXIMJM Ti-R ^' SPACING OF 67. 8. 7RANSVE2S` X-3RACIN^ IS ;25-ZED ED V1f?E TrE D?TH OF WAT5Z AT LOW CONDITIONS EXC-=S B' 02 WrE2E 2=-QU(Z-D BY EXPOSL2E f; SITE CONDITIONS. 9. VERTICJ c H-=C- 4T Si-DLLD E(LIAL WIDTH OF P IE2, lP TO A MAX- IMJM OF 8 ?T t 6 a a U 3 1 .1 Q s W`h Wit, a W C V? 1 ?a 3 0 e-N v, 4 V J ? ? J '` 't x x a 6? J:1 ATLANTIC INTRACOASTAL WATERWAY 3 N ^ IIMTIwC V= N = In 13u'-KHEAD ppp ' W ?N10 U(19 OM1 ? .AIM J.a01S p \ 1 \ c , m + Q C%k N W YQ \ vw,?? w U 7 o p 1 F- ?1 r ? Q r O 1a? U o \ ? 2, 7 \? T; Q W i7 Y, O ?` CJ 1 N N O\ 1 Z o. W ¦ iD r \ N 1 Off! 4; ?? 16 m t B W Y • zg • d N 2 p 8z 4 b 0 co - N CD W p p W W = W h ? m W WN` "'..I Z Q J < d 6 I t Q N ~ U 0 Q Q 40 O O m 3 ' ?•, W co O1 rn N N J in v- ri N PI) W 0 N J O H Q J J W m Z O art < Qz d W O o?sa p Z 3 a I 61 o p N 00OS 15 <pp < W;W-< W ii!!l111 o N w- Cy Z z C 1G il tD n. Om a v azw Z Z NU M W U Z 0O0 W W a?? -? w.U 2' X 8' RAIL CAP 4X4POST - 2 X 6 RAIL Cra3) - 2-3/4' HIGH ST 12ENGTH GALV. BOLTS W/ 3' OGEr= WASHERS (AT NUT E BOLTHEAD END) PILE CAP - Q SEE DG-13D FOR SIZING z_ o. SEr= NOTE 6 0 00 MLW NOTES 1. NAIL ALL JOINTS W/ 300 GALV. NAILS B5=ORE BOLTING 2 NAIL DECKING TO EACH STRINGER 3. USE GALV. HURRICANE CLIPS AT ALL INTERIOR STRINGER CONNECTIONS. 4. ALL STRINGERS TO BE EQUALLY SPACED E NO MORE THAN 24' O.C. 5. LONGITUDINAL X-BRACING IS SIMILAR WI$2E RECrD. BY D]POSURE E SITE CONDITIONS. 6. SEE DG-13F- & DG-13F: FOR CONNECTOR SIZING. 7. RAILS ARE TO BE INSTALLED EVENLY SPACED. WITH A MAXIMUM THROUGH SPACING OF 6. SCAB-SEE 2X6 6' MAX DECKING ?I GEER? FOR SIZING SEE NOTE 3 3 X 8 TRANSVERSE X- BRACE 2' 0 0 00 io NAIL CAP TO POSTS W/ 30D GALV. NAILS. NAIL ONE 16D GALV. NAIL INTO TOP RAIL EVERY 2-O' 1/2' GALV. CARRIAGE BOLT W/ WASHERS (AT NUT Z: BOLTI SAD END) USE 2 HIGH STRENGTH GALV. BOLTS W/ NUT E OGEE WASHERS (AT NUT E BOLTI-EAD END) - SEE NOTE 6 2 GALVANIZED BOLTS W/ 3' OGEE WASHER (SEE NOTE 6) - MIN. 8' TIP TIM>3M PILE SIZE FOR PILE LOAD E EXPOSURE (SEE DG-13A.B E C) 8. TRANSVERSE X-BRACING IS REQUIRED WI452E THE DEPTH OF WAT02 AT LOW CONDITIONS EXCEEDS 8' OR V4452E REQUIRED BY EXPOSURE E SITE CONDITIONS. 9. VERTICLE HEIGI-If SHOULD EQUAL WIDTH OF PIER, UP TO A MAX- IMUM OF 8 FEET v 5 r ?- r , . ,` S.S `. O O Ip ?•? j I i 0 i.7 M5 m d7 H ?1 m ? too DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 2 3. 4. 5. 6. APPLICANT'S NAME: Buddy's Intracoastal Marina LOCATION OF PROJECT SITE: Property immediately west of high-rise bridge to Holden Beach on mainland side, adjacent to the AIWW near Holden Beach in Brunswick County Photo Index - 1995:Photo 4-39 Gr 5,6 p,q 12$2:Photo 184-28 Gr 3,5 j,k P?0A 12$4:Photo 7-47 Gr 5, j,k P State Plane Coordinates - X: 2224000 Y: 61600 RINVESTIGATION TYPE: CAMA INVESTIGATIVE PROCEDURE: Date of Site Visits March 16, 1999 Was Applicant Present - No PROCESSING PROCEDURE: Application Received -March 10, 1999 Office - Wilmington SITE DESCRIPTION: (A) Local Land Use Plan - Brunswick County Land Classification From LUP -Transisitional (B) AEC(s) Involved: ES,CW, PT, EW m Water Dependent: Yes (D) Intended Use: Commercial (E) Wastewater Treatment: Existing - Septic system Planned - Same 3- d ??- 9 a f ?oId (F) Type of Structures: Existing - Two story building, boat shed, garage, bulkhead and 18' X 64' deck Planned- Nine-slip docking facility. (G) Estimated Annual Rate of Erosion: N/A Source - N/A 7. HABITAT DESCRIPTION: PR F.TN:RT) [AREA] FTT .T RTC TMPACTED (A) Vegetated Wetlands (Coastal) Approx. 600 sq.ft., but with no coverage (B) Incorporated Estuarine Waters and 2,583 sq. ft. Public Trust Waters (C Other (D) Total Area Disturbed: 2,583 sq. ft. (E) Primary Nursery Area: No (F) Water Classification: SA Open: No 8 PROJECT SUMMARY - The applicant proposes to construct a nine-slip docking facility within the same footprint of a thirteen slip marina which the applicant recently dismantled for safety reasons. Buddy's Intracoastal Marina Page Two 9. PROTECT DESCRIPTION The project site is located off the causeway to Holden Beach immediately west of the high-rise bridge on the mainland side of the AIWW. The street address of the property is 1305 Cedar Landing Road in Holden Beach. The size of the entire tract is approximately one acre with an elevation of approximately 3 feet above mean sea level. Current man-made features on the tract include a two story building, boat shed, garage and a 18' X 64' deck which is partially over the water and covers what was once a concrete boat ramp. The entire 150 ft waterward boundary of the tract is bulkheaded and there are no wetlands landward of the bulkhead. The tract is covered by low lying grasses with large areas of bare sand and gravel that serve mostly as parking area for the buildings. The only coastal wetlands on the tract are a patch of Spartina alterniflora existing below mean high water between the existing bulkhead and a proposed 14' X 55' deck. The applicant proposes no plans to dredge nor cover the existing wetlands. A thirteen slip marina which existed within the same footprint of the facility proposed on this application was dismantled during the summer of 1998. The applicant cited damage from recent storms, general deterioration from age and safety concerns as the reasons for dismantling the old marina. The proposed nine-slip facility is an open water marina with no dredging required. The proposed configuration of the facility is a 14' X 55' deck adjacent and parallel to the existing building from which a 6' X 53' walkway will extend towards the AIWW. From the walkway, five 4' X 25' finger piers are proposed with three on the east side of the walkway and two on the west side. From the existing 18' X 64' dock, the applicant is proposing another 6' X 53' walkway towards the AIWW with three 3' X 25' finger piers all on the west side. The total distance of the outermost portion of the docking system will extend 81 feet from the bulkhead. All construction is proposed to be at least 15 feet inside each riparian corridor line and at least 80 feet from the nearshore edge of the AIWW. The applicant wishes to offer fuel purchase, provisions for transient docking and docking for those desiring to purchase fuel. Fuel tanks are proposed to be located in an upland area within a concrete concealment with proper shutoff valves. The applicant proposes no washdowns nor any other type of discharges to the waters. The facility is proposed to be a no pump-out facility with no live- aboards and only transient docking. Two toilets located upland are proposed for patrons. Three "NO SEWAGE DISCHARGE" signs are proposed for the docking facility. The adjacent waters are closed to the taking of shellfish and are not designated primary nursery area by the Division of Marine Fisheries. Waters adjacent to the site are designated as SA waters by the Division of Environmental Management. 10. ANTICIPATED MPACTS The project as proposed would incorporate 2,583 square feet of estuarine and public trust waters. The project meets the 1/4 rule, is at least 80 feet from the nearshore edge of the federally maintained channel and is at least 15 feet from either riparian corridor line. Since no dredging activity is proposed, bottom disturbing activity should be limited to that necessitated by the installation of pilings. Fuel spill possibilities would exist and are therefore a necessary consideration. Submitted by Jerry A. Parker Date:March 16, 1999 Office: Wilmington Form DCM-MP-1 P P L I C A T 10 N MAR 1 0 1999 A (To be completed by all applicants) or arll l,? b. Ci , town, Comm nity C? ,f C? Q ' e 1. APPLICANT a. Landowner: Name ?lell d. Address dJfS e. City ? ' State ?G zip,2!25 /? . Day Phone 919" _ Fax 9/7l ?7 7(0 fo 117 c. Street address or econd ro number J , Is proposed work within city 1 its or planning jurisdiction? Yes No Name of body of water nearest project (e.g. river, creek, sound, bay) J 3. DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT b. Authorized Agent: Name rLft a. Address City State Aa Zip Day Phone Fax 916 c. Project name (if any) N07E. Permit will be issued in name of kodmmer(s), and/or project name. 2. LOCATION OF PROPOSED PROJECT a. County __. 4 l?/fs?Gl//?? List all development activities you propose (e.g. building a home, motel, marina, bulkhead, pier, and excavation and/o filling activities. i "2.)e ,Q 1 U , 17in b. Is the proposed activity maintenance of an existing project, new work, or both? c. Will the project be for p blic, private or commercial use? 'Ou.h /' c / d. Give a brief description of purpose, use, methods of construction and daily operations of proposed project. If more space is needed, please attach additional pages. 'mvw r 1i D loxf Revised 03/95 Form DCM-MEP-1 MAR 101999 acilities. ISIONwOF)escrib xisting wastewater ?tmen? ? 4. LAND AND WATER COASTAL. MANAG ? B pus i ; All CHARACTERISTICS 4/ a. Size of entire tract .,X,0.0 19/r A b. Size of individual lot(s) c. Approximate elevation of tract above MHW or NWL d. Soil typ s) and texture(s) of tract e. Vegetation on tract f. Man-made features now on tract -1v Ska r Lind.' , <-.4,,,1 4v4 a..w"-P,) a g. What is the CAMA Land Use Plan land classification of the site? (Consult the local kind use plan.) Conservation Transitional Developed Community Rural Other h. How is the tract zoned by local government? ('Dm,aeic/•? L- i. Is the proposed project consistent with the applicable zoning? Yes No (Attach zoning compliance certificate, if applicable) Has a professional done for the tract? If yes, by whom?. archaeological assess pent been Yes No k. Is the project located in a National Registered Historic District or does it involve a National Register listed or eligible property? Yes No 1. Are there wetlands on site? `Yes No Coastal (marsh) Other ? If yes, has a delineation been conducted? (Attach documentation, if available) n. Describe location and type of discharges to waters of the state. (For example, surface runoff, sanitary wastewater, industrial/commercial effluent, "wash dow " and residential discharges.) _zV2, o. Describe existi g drinking water supply source. 5. ADDITIONAL INFORMATION In addition to the completed application form, the following items must be submitted: • A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. If the applicant is not claiming to be the owner of said property, then forward a copy of the deed or other instrument under which the owner claims title, plus written permission from the owner to carry out the project. • An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale in black ink on an 8 112" by 11" white paper. (Refer to Coastal Resources Commission Rule 7J.0203 for a detailed description.) Please note that original drawings are preferred and only high quality copies will be accepted. Blue-line prints or other larger plats are acceptable only if an adequate number of quality copies are provided by applicant. (Contact the U.S. Army Corps of Engineers regarding that agency's use of larger drawings.) A site or location map is a part of plat requirements and it must be sufficiently detailed to guide agency personnel unfamiliar with the area to the Revised 03/95 Form DCM-MP-1 site. Include highway or secondary road (SR) numbers, landmarks, and the like. • A Stormwater Certification, if one is necessary. • A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Upon signing this form, the applicant further certifies that such notice has been provided. Name Address Phone Name Address Phone Name Address Phone in) E C E MAR 1 0 1999 D F" -11 6. CE?? &JWXA?WkMISSION TO ENTER ON LAND I understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to conditions and restrictions contained in the permit. I certify that to the best of my knowledge, the proposed activity complies with the State of North Carolina's approved Coastal Management Program and will be conducted in a manner consistent with such program. I certify that I am authorized to grant, and do in fact, grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. This is the day of ?V 19-2? • A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. • A check for $250 made payable to the Department of Environment, Health, and Natural Resources (DEHNR) to cover the costs of processing the application. • A signed AEC hazard notice for projects in oceanfront and inlet areas. • A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A - 1 to 10) If the project involves the expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. Print ;Name *Authorized Signs Agent Please indicate attachments pertaining to your proposed project. DCM MP-2 Excavation and Fill Information DCM MP-3 Upland Development ?DCM MP-4 Structures Information DCM MP-5 Bridges and Culverts DCM MP-6 Marina Development NOTE: Please sign and date each attachment in the space provided at the bottom of each form. 400 copies of this public document were printed at a total cost of $52.48 or $ .13 per copy. Revised 03/95 Form DCM-MP4 STRUCTURES (Construction within Public Trust Areas) Attach this form to Joint Application for CAMA Major Permit, Form DCM-MP-I. Be sure to complete all other sections of the Joint Application which relate to this proposed project. (1) _ Commercial Community _ Private (2) Number (3) Length 5 3' (4) Width ?a (5) Finger Piers ? Yes No (i) Number 5 eA : 'f x ;15 """ (ii) Length 3 r--A (iii) Width (6) Platform(s) ? Yes No (i) Number / (ii) Length 5 ` (iii) Width (7) Number of slips proposed 9 (8) Proximity of structure to adjacent riparian property lines G?R*R jh`ri' ?? (9) Width of water body AIee15 yS' Sc b,aeA (10) Water depth at waterward end of pter at MLW or NWL (0 1 memv .5e r t.% f! b. Boathousg including covered lifts) (1) A /?' Commercial Private (2) Length (3) Width Groin (e.g. wood, sheetpile, etc.) (1) Number (2) Length(s) d. Breakwater (e.g. wood, s eetpile, etc.) (1) Length e (2) Average distance from MHW, NWL or wetlands 1VZ± r- - (3) Maximum distappe beyond MHW, NWL or wetlands Y14 Tn) ? 0AR 151999 ) == D iVIS,? ?r COASTAL MANAGEMENT e. Mooring buoys (1) _ Commercial -Community _ Private (2) Number (3) Description of buoy (Color, inscription, size, anchor, etc.) (4) Width of water body (5) Distance ' buoy(s) to be placed beyond shoreline f. Mooring structure (boatlift, mooring pilings, etc.) (1) _ Commercial -Community _ Private (2) (3) Number Length 4 U4 (4) Width g. Other (Give complete description) Ap iicant Name Signature --?-- 15 -- yy Date 400 copies of this public document were printed at a total cost of $7.00 or $ .02 per copy. Dock(s) ar Wor Pier(s) Revised 03/95 Form DCM-MP-6 MARINA . `' ?V?A?t 151999 DEVELOPMENTCOASTALWt4 AGEMENT (Required for the mooring of more than 10 vessels) Attach this form to Joint Application for CAMA Major Permit, Form DCM-MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. g. Typical, boat length -- X6 yP h. Maximum boat length ??!n ! 3? L MARINA CHARACTERISTICS a. Cher elow the type .marina proposed. Commercial Public Residential b. Will th marina be open to the general public? Yes No c. If there is residential development associated with the marina, how many units or lots are planned and how many are currently developed? d. Check all of the types of services to be provided. Full service, including travel lift and/or rail ? Dockage, fuel, and marine supplies Dockage ("wet slips") only Number of slips Dry storage Number of boats Boat ramp(s) Other (describe) Check below the proposed type of siting. Land cut and access channel Open water with dredging for basin and/or channel Open water, no dredging required Other (describe) f. Describe the typical boats to be served (for example, open runabout, charter boats, sail boats, mixed types). l!I f Ye /D Revised 03195 i. Are any floating structures planned? If so, describe 2. MARINA OPERATIONS Check each of the following sanitary. facilities that will be included in the proposed project. Office toilets _kL'Toile*.s for patrons Number_ Location vP/m,;W Showers Boat holding tank pumpout Type and location b. Describe treatment type and d}isposal location for all sanitary wastewater. _-57 ;717C c. Describe the disposal of solid waste, fish offal and trash disposal. C?/! 5 tc Ffc?n'70vr d. How will overboard discharge of sewage from boats be controlled? e. Give the location and number of "No Sewage Discharge' signs proposed. P"I f Feet,?T- C'a,eV?. , A n; 0 ! A r- I-L4? _ Form DCM-MP-6 f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products. g. Where will-residue from vessel maintenance be disposed of ? h. Give the. number of channel markers and "No Wake" signs proposed. L Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality. j. Describe design measures that promote boat basin flushing or circulation and that reduce water quality impacts. k. What will be the marina policy on overnight and live-board dockage? 1. Is the proposed marina located near any shellfish leases? Yes No If yes, give the name and address of the leaseholder. m. If this project is an expansion of an existing marina, what types of services are currently provided? n. How many slips are now available? Revised 03195 o. Is the marina proposed within a primary or secondary nursery area? yes No p. Is the marina proposed within an area open to shellfish harvesting? Yes No q. Give the location and number of "Pumpout Available" signs proposed. Applk:ant or Project Name Signature Date Form DCNI-NIP-6 f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products. g. Where will residue from vessel maintenance be disposed of ? h. Give the number of channel markers and "No Wake" signs proposed. i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality. k' i,? eaw'-Z" J1Yi j. Describe design measures that promote boat basin flushing or circulation and that reduce water quality impacts. -5,ft e k. What will be the mar. a policy on ovem. ht and live-board dockage? 1. Is the proposed marina located near, any shellfish leases? Yes ?No If yes, give the name and address of the leaseholder. o. Is the marina proposed within a primary,-or secondary nursery area?. Yes No p. Is the marina proposed within an area 9pen to shellfish harvesting? Yes ? No q. Give the location and numb of "Pumpout Available" signs proposed. • Project Name Signature Date ECEZVE MAR 1 0 1999 D ON OF COASTALIM NAGEMENT m. If this project is an expansion of an existing marina, what es of services are currently provided? n. How many slips are now available? _ Revised 03195 MAR 1 0 1999 DIVISION OF COASTAL MANAGEMENT 7 X 8' RAL CAP 4 X 4 POST 2 X 6 RAL (TYP) 2-3/47 HIGH STPENGTH GALV. BOLTS W/ 3' OGE=- WASHERS (AT NUT E BOLTWAD END) PLL= CAP Q S= DG-13D o FOR SIZING z_ o. W >Z I k,- 11 M-W NOTE& L NAIL ALL JOINTS W/ 30D GALV. NAILS B5=02r BOLTING Z NAIL D_°C'.KING TO EACH STRING-5Z 3, l:S= GALV. 14 RRICAN= CLIPS AT ALL INTERIOR STRUNG COMECTIOIS. 4. ALL STRUVCRS TO B= ---CXJAIIY SPACE E NO MORE THAN 24. O.C. 5. LONGITUDINAL X-92ACING IS SIMILAR WHERE RE-aD. BY DWOSLRE E SIT= CONDITlOtSS 6. S.= DG-13; E DG-13F F02 CONNECTOR SIZING. 7. RAILS ARE TO !3= (INSTALLS EV04-Y SPACED WITH A MAXIMJM TH? ^' SPACING OF 6: SE-= NOTE 6 DWG DG-14 NAIL CAP TO POSTS VARIEARIIE; W/ 300 GALV. NAILS. NAL ONE! 16D GALV. NAIL INTO TOP RAIL EVERY 7-O' j IlT GALV. CARRIAGE BOLT W/ WASHERS (AT NJT E BOLTIF- A END) 2 X 6 b MAX `Q DECKIN3 in Vr.d- WV .w 1 FOR SIZING 2 SEE NOTE 3 WASHERS (AT NJT E 2 GALVANIZED BOLTS W/ 3' OGEE WASHER (SME NOTE 6) OQ MIN 8' TIP TIM35? PILE SIZE FOR Pll = LOAD E EXPOSLi? (S. DG-13A.B E C) o USE 2 HIGH STRENGTH GALV. BOLTS W/ NJT E OGEE 3 X 8 TRANSVERSE BOLZI-EAD ?1D) - S X- BRAC NOTE 6 E 8. TRANSV?S._ X-BRACING IS K-=CURED WHO TH= DEPTH OF WA75Z AT LOW CONDITIONS EXCEEDS 8' 02 WHERE R=-000M BY DCFOSL2E I; SIT= CONDITIONS. 9. VZ-32TIO E [-EIGHT SI a LL-D E'JAL WIDTH OF PIER, LP TO A MAX- IM„MOF8F= T ATLANTIC INTRACOASTAL WATERWAY II ? ? 3 N ? 1 O ? Aim"" V= N n H N OOD gULKF1EAD ???. ?m . QUf18 m O?JI r ?/M AHMS OM1 m N N o a U Q 'r r- f5 N \ 1 W ? (,? c0 N N O .? v N w O ? U O O _ r- -RIP Q d W 3 L) t7 ?L x 1 O U N N 04 O\ x , Z d• o. ul r ID \ N 1 Q N ~ U U Q Q io O I N 10 (V r O m i; . vi < ? d X ?g yZ. 0 cl Z3 ?S a < c jU Z E y ?? I ND h m < < Z???(7?] <pl CD I- a? c? a w ?W Z N U 2 TWO W Y z0 }m Zo Z m- O O W U N W WZ ? W W N W W :3-ccL "O"? Q J J W m Z Q o u 0 Z U co rj N Q cn co J rn 1- a N N I Qk Z O* O W w as J _W ti i 2' X W RAIL CAP 4 X 4 POST 2 X 6 RAIL (TYP) - 2-3/4' HIGH STRENGTH GALV. BOLTS W/ 3' OGEE WASHE12S (AT NUT & BOLTHEAD END) PILE CAP - Q SEE DG-13D FOR SIZING z o, I ?- SEE NOTE 6 DWG DG-114 2X6 6'MAX. DECKING STRINGER SEE DG-13D FOR SIZING 2 0 0 Z MAX r 0 >I roo MLW NOTES 1. NAIL ALL JOINTS W/ 30D GALV. NAILS BEFORE BOLTING 2 NAIL DECKING TO EACH STRINGER 3. USE GALV. HURRICANE CLIPS AT ALL INTERIOR STRINGER CON%ECTIONS. 4. ALL STRINGERS TO BE EQUALLY SPACED is NO MORE THAN 24' O.C. 5. LONGITUDINAL X-BRACING IS SIMILAR WHERE Rem. BY EXPOSURE E SITE CONDITIONS. 6. SEE DG-13F- & DG-13F FOR CONNECTOR SIZING. 7. RAILS ARE TO Bl= INSTALLED EVENLY SPACED. MTN A MAXIMUM THROUGH SPACING OF 6. SEE NOTE 3 3 X 8 TRANSVERSE X- BRACE -1/ 00 NAIL CAP TO POSTS W/ 30D GALV. NAILS. NAIL ONE 16D GALV. NAIL INTO TOP RAIL EVERY Z-O' - I/Y GALV. CARRIAGE BOLT W/ WASH-RS (AT NUT BOLTI-EAD 6W) :Q m USE 2 HIGH STRENGTH GALV. BOLTS W/ NUT it OGEE WASHERS (AT NUT E BOLTHEAD END) - SM NOTE 6 2 GALVANIZED BOLTS W/ 3' OGEE WASHER (SEE NOTE 6) - MIN. 8' TIP TIMBER PILE SIZE FOR PILE LOAD & EXPOSURE (SEE DG-13A9 & C) 8. TRANSVERSE X-BRACING IS REQUIRED V44ERE THE DEPTH OF WATER AT LOW CONDITIONS EXCEEDS 9 OR WHE32E REQUIRED BY EXPOSURE & SITE CONDITIONS. 9. VERTICLE HEIGI-IT SI-IOUL.D EQUAL WIDTH OF PIER, UP TO A MAX- IMUM OF 8 FEET i 0o ,?05 ell q, Co c w U DI COASTA \ N\ l Dni, COASTAL ?r_ -MENT ? ? F?1.=?? 1 U 199y (j ?e? ;DEG -?-o?? • D C U?1 I l?I, {r? STAI 1:), Of `1ii 4i C. FJI ??`1T ,. i t`?? 1. ? (r ly f1 '. f t '? r ? S ? j ?• 4Y41 TI F? .t '?..,? tr•:'? t?jir?l ?i? H9 {, a t 1 (,1 ?'1 tl ? {{{l.. \4Yr?a1 6 (f`111?y'1? 1: a r??t. •?f? t)T ?A ?S b,.??t !7 ?, ;f? l1,e*V 1 Q?? 1w W ; t LJL q, D w U Dil OASTA--- v? 99 1 L CQASTAL tVlEl-u,k 'EMENT r1 ? - I I U ?. v ; L.) F'I_?, 1 0 1993 fj DIVIS"C OF' 1fEf JT 140 4 ??? ?l?" OED DRAWN BY I VA ' REVISED ?F+1??2'I•?`?'ya ,? ? !•i , ? ??l GI?*;?li,+ r•? ?Irr1?5i i h}T ? j } ? C DRAWING NUMBER m. I