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Home My WebLink About19880292 Ver 1_COMPLETE FILE_19880101 DIVISION OF ENVIRONMENTAL MANAGEMENT WATER QUALITY SECTION i Al 1,)4 Comments concernIng,an application for State Federal CAMA Permit(s).fro "r U IL A. PERMIT: This office cannot comment on this project until after the close of the Section 401 Certification Public Comments Period. This office has no objection to the issuance of the permit(s) for the proposed project with the following conditions: /x That the activity be conducted in such a manner as to prevent significant increases in turbidity outside the area of construction or construction- related discharge (increases of 25 NTU's or less are not considered significant). That the instream turbidity not be increased by more than 50 NTU's as a result of the proposed activity after a reasonable opportunity for dilu- tion And mixture. -- - That turbidity levels in shall not be increased by more than 10 NTU's as a result of the proposed activity after a reason- able opportunity for dilution and mixture. B. CERTIFICATION STATUS: Certification is not required for this project. Certification is required for this. project. - Such action to process the certification has been initiated. Proposed Certification will be acted on or after The proposed project is certified under Gen eral Certification- A) No. 1179 issued on January 25, D) No. 1431 issued on October 16, 1977, for sewer line construction 1980, for boat ramp construction. B) No. 1272 issued on November 10, E) No. 1664 issued on September 8, 1978, for bulkhead construction. 1983, for Rip-Rap Placement. C) No. 1273 issued on November 10, F) No. 1665 issued on September 19, 1978, for discharges of liquid 1983, for incidental bridge effluent from diked upland disposal construct ion. areas. WATER QUALITY SECTION DIVISION OF ENVIRONME NTAL MANAGEMENT MEMORANDUM DATE: TO: FROM: THROUGH: DIVISION OF ENVIRONMENTAL MANAGEMENT Bill Mills Operations Branch James H. Gregson3 Wilmington Regional Office Donald Safri Wilmington Regional Office oul 11 20 SUBJECT: Regional Office Review & Recommendations Application for Permit for Excavation and/or Fill 6iY- D ?S?o-tor- 4 d, dam- Cv - PROJECT DESCRIPTION: TZ-e ADJACENT WATER BODY: D-44 "erek CLASSIFICATION: $C Status: 1'le5l---6 The project has been reviewed to determine impacts to water quality. The appropriate comments below have been checked: (X) The project will/ ill not equire a 401 Water Quality Certification. ( ) The project complies with the General 401 Water Quality Certification # for (X) The proposed project should be done in such a way as to not cause the turbidity outside the immediate construction area to exceed ;75- NTU. This office has no objection to the project as proposed. JHG:mb cc: DCM -?AmE5 L- MF,iQecR CF, WiRO DIVISION OF COASTAL MANAGEMENT *Lat:34041110"N FIELD INVESTIGATION REPORT Long:77007119"W 1. APPLICANT'S NAME Port O'Swannsborough Partnership - Henry O. Schindelar, M.D. 2. LOCATION OF PROJECT SITE in the Town of Swansboro, on the White Oak River, at Church and Front Streets, Onslow County; * SEE 1-984 AERIAL PHOTOS, STRIP X27, FRAME @1132 @ G-12 . 3. 4. INVESTIGATION TYPE: DREDGE & FILL_ INVESTIGATIVE PROCEDURE: (A) DATES OF SITE VISIT 9-16-88 (B) WAS APPLICANT PRESENT NO CAMA X (ONLY) 9-23-88 NO 5. PROCESSING PROCEDURE: APPLICATION RECEIVED September 15, 1988 OFFICE Morehead City 6. SITE DESCRIPTION: (A) LOCAL LAND USE PLAN Town of Swansboro LAND CLASSIFICATION FROM LUP Developed/Conservation DEVELOPMENT CONSTRAINTS IDENTIFIED IN LUP SEE CAMA REVIEW SEC. (B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE X COASTAL WETLANDS PUBLIC TRUST WATERS X ESTUARINE WATERS X OTHER (C) WATER DEPENDENT: YES X NO (D) INTENDED USE: PUBLIC PRIVATE COMMERCIAL X (MARINA) (E) TYPE OF WASTE WATER T REATMENT: EXISTING City services PLANNED NONE bulkhead with riprap, (F) TYPE OF STRUCTURES: EXISTING 2 retail buildings PLANNED no buildings - just pier with 10 slips (G) ESTIMATED ANNUAL RATE OF EROSION -0- 7. HABITAT DESCRIPTION: (A) VEGETATED WETLANDS DREDGED FILLED OTHER NONE (B) NON-VEGETATED WETLANDS: surface water (C) OTHER: NONE SOURCE bulkhead (footprint) 3720 sq.ft (D) TOTAL AREA DISTURBED: Approximately 3,720 sq. ft. 8. PROJECT SUMMARY: To construct a fixed pier 74' long with a float- ing T-head platform measuring 5' wide x 120' long. Ten boat slip will be created with the installation of 11 mooring piles 105' waterward of the existing bulkhead. This is a commercial marina. * USGS 7.5 MIN. TOPO 'SWANSBORO' PR. 1983 FIELD INVESTIGATION REPORT - PORT O'SWANNSBOROUGH PARTNERSHIP - HENRY O. SCHINDELAR, M.D. PAGE #2 9. NARRATIVE DESCRIPTION: The project site is located on the White Oak River, below the Highway 24 Bridge, in the Town of Swansboro, at the intersection of Church and Front Streets, Onslow County. The applicant, Henry O. Schindelar, M.D., has submitted a permit request in the name of his business partnership known as Port O'Swannsborough. A mini-mall with retail sales characterizes the commercial activities on this 1.1 ac. tract of land. The project site faces east on the Swansboro waterfront with approximately 151 ln. ft. of concrete bulkhead and riprap stabilizing the shoreline. The applicant proposes to create a 10 slip commercial marina. Near the midpoint of the shoreline, the applicant proposes to construct a fixed pier approximately 74' waterward of the concrete bulkhead. A roof-covered deck measuring 16' x 16' (256 sq. ft.) will be constructed along the main leg of the pier, approximately 16' waterward of the bulkhead. The terminal end of the pier, will be fitted with a floating T-head platform measuring 5' wide x 120' long. A series of 11 offshore mooring piles will be installed to create 10 boat slips some 26' waterward of the floating dock. It is important to note that the pier-head design will allow for a 15' sideline setback on both sides of the project shoreline. The overall projection of the pier and mooring piles is 105' waterward of the concrete bulkhead. The water depths reported in this area range from 4' to 6' deep within the docking area. The maximum length of the docking facility is an important issue since the project is located in the proximity of the Atlantic Intracoastal Waterway, as well as a federal harbor and channel that terminates just downstream of the Highway 24 causeway bridge. Enclosed is a photocopy of the Swansboro basin and channel as taken from the Corps of Engineers Federal Project Book. The approximate location of the project (at the intersection of Church and Front Streets) is marked with a directional arrow. On the highground property, the applicant has not proposed any type of development associated with the water oriented marina. There will be no designated parking lot for the marina, other than the existing dirt area at the end of Church Street. There will be no restrooms or office-type buildings planned for construction. The workplat drawing sheet 2 of 3 shows a designated "common area" paralleling the bulkhead about 10' wide x 150' long. Resource information gathered from this office indicates that the surface waters of the White Oak River at the FIELD INVESTIGATION REPORT - PORT O'SWANNSBOROUGH PARTNERSHIP - HENRY O. SCHINDELAR, M.D. PAGE #3 project site are classified 'SC' and are closed to the' harvesting of shellfish. 10. ANTICIPATED IMPACTS: The applicant has designated the proposed 10 boat slips as a commercial marina. It appears that this can be accomplished without dredging or significant disruption to shallow water bottom lands in the White Oak River. In addition, there will be virtually no development.of the highground property, particularly within the CAMA 75' estuarine shoreline Area of Environmental Concern. The onsite field inspection revealed that the maximum length of the proposed pier will not extend beyond the established pier-head line along this section of the White Oak River. An imaginary line was drawn from the outer limits of the ice plant pier at 105' to the outer limits of the C. W. Casper Marina pier at 1301. The proposed pier falls well within that line. Interestingly, the pier just upstream from the project site, owned by a Mr. Rowe in Swansboro, is also 105' long measured from the MHW shoreline. The proposed dock facility should have no significant impact on navigation or the federal channel. CANA REVIEW SECTION: The land classification map for the Town of Swansboro shows the highground project site as "Developed", and the surface waters of the White Oak River as "Conservation". The project site/mini-mall is serviced by municipal water and sewer. The project site is in the Historical District of Swansboro and zoned "Commercial". A Special Use Permit may be required to operate a marina in this designated downtown zone. - - - - - - - - - - - - - - - PREPARED BY: JAMES L. MERCER DATE: OCTOBER 5, 1988 Please type or print. Carefully describe all an- ticipated development activities, including construc- tion, excavation, filling, paving, land clearing, and stormwater control. If the requested information is not relevant to your project, write N/A (not ap- plicable). Items 1-4 and 8-9 must be completed for all projects. I APPLICANT t rR: FART o'Swa.?.??.7yf7oK000aiM a. Name H,O. Scdn?r.tDE2 Address • C)V5"-921 City 6 A State ?JG Zip Day phone '119 - 39 S -25 9 Z _ x Landowner or Authorized agent b. Project name (if any c. If the applicant is not the landowner, also give the owner's name and address. ..2. LOCATION OF PROPOSED PROJECT : . a. Street address or secondary road number ci4u¢. A Z'T' @ >ryp- _ T S, b. City, town, community, or landmark 5VJA1?_?TZA , 1J c. County ot13 SL_0\- l d. Is proposed work within city limits or planning jurisdiction? ?:e Ell7 e. Name of body of water nearest project W KITE Ol?1C "1Z.1?lE:G? 3 DESCRIPTION AND PLANNED ..USE. OF PROPOSED PROJECT d. Describe the planned use of the project. 5 LI P ( poc-lej Q iZCfJ'j ?'L 4 1AND AND V,A""ER CHAR.A... STI S. a. Size of entire tract 161.51 X 317. M'+ b. Size of individual lot(s) N b&. c. Elevation of tract above mean sea level or Na- tional Geodetic Vertical Datum t d. Soil type(s) and texture(s) of tract e. Vegetation on tract 1--s?.wSGt-RECI -- w / G, tl-I?SS ? ?.? n S I? 2l? BPStffi? f. Man-made features now on tract- - G0 n•, r A r-AC-1 AL l TAIL 8L QG s g. What is the CAMA Land Use Plan Classifica- tion of the site? (Consult the local land use plan.) Conservation Transitional ti - Developed Community Rural Other h. How is the tract zoned by local government? Cep" M F=. 0X_( L- i. How are adjacent waters classified? SG j. Has a professional archaeological survey been carried out for the tract? . On If so, by whom? 5 UPLAND DEVELOPMENT`,` ! < •, Complete this section if the project includes any upland development. a. Type and number of buildings, facilities, or structures proposed b. a. Describe all development activities you propose c. (for examble, building a home, motel, marina, bulkhead, or pier). i , Cc41X G'y11DC- 1216V_ llo?. j (n d. DEC.I_ oN c 10 D0C.1C.1 Q?5 S PaC.E5 V/ r Loxzn N 6 ?=1C e. S 1 )C 120 If you plan to build a marina, also complete and attach Form DCM-MP-2. b. Is the proposed activity maintenance of an ex- isting project, new work, or both? t3 T. -= \cj c. Will the project be for community, private, or commercial use? Co ? ?? Aga .i r Number of lots or parcels _ Density (Give the number of and the units per acre.) residential units Size of area to be graded or disturbed If the proposed project will disturb more than one acre of land, the Division of Land Resources must receive an erosion and sedimen- tation control plan at least 30 days before land disturbing activity begins. If applicable, has a sedimentation and erosion control plan been submitted to the Division of Land Resources? Give the percentage of the tract within 75 feet of mean high water to be covered by im- permeable surfaces, such as pavement, buildings, or rooftops. g. List the materials, such as marl, paver stone, asphalt, or concrete, to be used for paved surfaces. h. If applicable, has a stormwater management plan been submitted to the Division of En- vironmental Management? i. Describe proposed sewage disposal ;nd/or waste water treatment facilities. j. Have these facilities received state or approval? k. Describe existing treatment facilities. 1. Describe location and type of discharges to waters of the state (for examplevsurface runoff, sanitary wastewater, industrial/commercial effluent, or "wash down"). m. Water supply source n. If the project is oceanfront development, describe the steps that will be taken to main- tain established public beach accessways or pro- vide new access. o. If the project is on the oceanfront, what will be the elevation above mean sea level of the first habitable floor? 6 EXCAVATION AND FILL INFORMATION a. Describe below the purpose of proposed excava- tion or fill activities (excluding bulkheads, which are covered in Section 7). Length Width Depth Access channel (MLW) or (NWL) Boat basin Other (break- water, pier, boat ramp, rock jetty) Fill placed in wetland or below MHW Upland fill areas local N?. 1 -4 L tJA OA b. Amount of material to be excavated from below water level in cubic yards NA c. Type of material Q Al. d. Does the area to be excavated include marsh- land, swamps, or other wetlands? k) O e. High ground excavation, in cubic yards PA. f. Dimensions of spoil disposal area 1-)Al- g. Location of spoil disposal area M& h. Do you claim title to the disposal area? NA, If not, attach a letter granting permission from the owner. L Will a disposal area be available for future maintenance?1 NA if so, where? QA j. Does the disposal area include any marshland, swampiland,'or water areas? 04 k. Will the fill material be placed below mean high water? 1. Amount of fill in cubic yards m. Type of fill material n. Source of fill material N? o. Will fill material be placed on marsh or other wetlands? NA p. Dimensions of the wetland to be filled 61 A. q. How will excavated or fill material be kept on site and erosion controlled? r. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? A-1DT1WUC .SGT s: Will wetlands be crossed in transporting equip- ment to the project site?W If yes, explain the steps that will be taken to lessen en- vironmental impacts. 7 SHORELINE STABILIZATION a. Length of bulkhead or riprap M b. Average distance waterward of mean hi h water or normal water level c. Shoreline erosion during preceding 12 opths, in feet d. Type of bulkhead material e. Amount of fill, in cubic yards, to be p a ed below mean high water f. Type of fill. material 8 ; A?DITIONAL 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 property. If the applicant is not claiming to be the owner of said property, then for- ward a copy of the deed or other instrument under which the owner claims title, plus written permis- sion from the owner to carry out the project. An accurate work plat (including plan view and cross sectional drawings) drawn to scale in black ink on 8 Vz x 11 white paper. (Refer to Coastal Resources Commission Rule 7).0203 for a detailed description.) Please note that original drawings are preferred and only high quality copies will be accep-tCd. Blue-line prints or other larger plats are acceptable only if 16 high quality copies are provided by the applicant. (Contact the U.S. Army Corps of Engineers regard- ing 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 per- sonnel unfamiliar with the area to the site. Include county road (SR) numbers, landmarks, and the like. A stormwater management plan, if applicable, that may have been developed in consultation with the Division of Environmental Management. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners. These individuals have 30 days in which to submit com- ments on the proposed project to the Division of Coastal Management. The applicant must advise the adjacent landowners of this opportunity by sen- ding a copy of the permit application to them by registered or certified mail. This notification is re- quired by G.S. 113-229(d). C1NC>t ll?tT-ri-eTti?-! Name Address SWts-1.?s130120, 1.X 2As84 Name s Address Name EV- COEL Address O WCC4-s ? e% A list of previous state or federal permits issued for work on the project tract. Include permit numbers permittee, and issuing dates. iA FJJ4J1f,)(0h) - A check for $100 made payable to the Depart- ment of Natural Resources and Community Development to,cover the costs of processing the application.)kc - 00$8 A signed AEC hazard notice for projects in ocean- front and inlet areas. A statement on the use of public funds. If the project involves the expenditure of public funds, at- tach a statement documenting compliance with the North Carolina Environmental Policy Act (N.C.G.S. 113A-1 to 10). 9 CERTIFICATION AND PERMIS SION TO ENTER ON LAND:'=`_. Any permit issued in response to this application will allow only the development described in the application. The project will be subject to condi- tions and restrictions contained in the permit. I certify that to the best of my knowledge, the pro- posed activity complies with the State of North Carolina's approved Coastal Management Program and will be conducted in a manner consistent with such program. 1 further 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 ap- plication and follow-up monitoring of project. This _is?the 3 C day of f?-?/1r?-S 19?_. X ? Lando r or Authorized agent Send the completed application materials to the Division of Coastal Management Office nearest you and the U.S. Army Corps of Engineers. See the map on the inside front cover for the appropriate DCM office and addresses and phone number. SEP 151968 --w------.----rte ------ 3 Form DCM-MP-l MARINA DEVELOPMENT Attach this form to the Application for Permits to ' a; ?` . O A ER MARINAOP 2 s Coastal Area. Be sure Develop in North Carolina ?y y( ., . to complete all other sections of that application which relate to this proposed project, including a. Check each of the following sanitary facilities upland areas, even if duplicative. All shore-based which will be included in the proposed project. facilities must be included in application and work Office toilets plats. Toilets for patrons Number 1 ' MARINA CHARACTERISTICS Location Showers _ Boat holding tank pumpout a. Check below the type of marina proposed. Type and location ? Commercial Public Residential b. Describe treatment type and location for all b. Will the marina be open to the general public? sanitary wastewater. t-Jl?. YE47 -SLIP 7-E 37&L.S c. If there is residential development associated with the marina, how many units or lots are c. Describe solid waste, fish offal, and trash planned? 0 0? 3?-= disposal. ?d d. Check all of the types of service to be provided. Full service, including travel d. How will overboard discharge of sewage from lift and/or rail boats be controlled? LoC??? D 14EAm?? Dockage, fuel, and marine supplies M -tTEl3? -Poll E Dockage ("wet slips") only J-]?l_1 . SEQ?IM p? rUD.4 Number of slips l U A_ _R%- C_«U Dry storage Number of boats e. Give the location and number of "No Sewage Boat ramp(s) Discharge" signs proposed. I - AT Other (describe) E?JTCl1i?' "TO ?I mil? e. Check below the proposed type of siting. Land cut and access channel f. Describe the special design, if applicable, for Open water with dredging for basin containing industrial type pollutants, such as and/or channel paint, sandblasting waste, and petroleum pro- Open water, no dredging required d ducts. hAl Other (describe) f. Describe the typical boats to be served (for ex- ample, open runabout, charter boats, sail boats, or mixed types). 5MEN-) E(qeQ?WQ Cot) g. Where will residue be disposed of? • 23 g. Typical boat length 1A L h. Maximum boat length - i. Are any floating buildings planned? h. Give the number of channel markers and "No y so, describe. Wake" signs proposed. WOE Note: Regulatory signs such as these require ad- ditional approval by the N.C. Wildlife Resources Commission. SEP 15 1988 A i. Give the location of fuel handling facilities and describe the safety measures planned to otect area water quality. j. Describe design measures that promote boat basin flushing or cir'c`ulla tion and reduce water quality impacts. L h- LA_ -Atu- Cl) a?n w1-r 11` l_1 ? 1 k. What will be the marina policy 0" overnight and live-board dockage? 1JoT AN. 1. Is the proposed marina located near any shellfish leases? I:?Q If so, give the name and address of the leaseholder. m. If this project is an expansion of an existing rnarina, what types of services are currently provided? n. How many slips are now available? ?. ACK-2 71 f - _ .. _. _ _ • -- 5 a \ 1.6} ? S••Ivadvls 1442 -i ' 14 ;f y'3 un FAS 2.3 7i f uu ? t 1.)f 41611 1 11.6 ?.? SWANSlOIIO? 976 r..I[ S \ •\ y 11.. , 16}. 17]7 ?•• ? 71 .:. . i•lp I 17 a ,, '' y 1610 }.1!}v JI:]f _ PROJECT t,aa 137° ? 11)} 5 Il10? J1{1{ttII. SITE 1!!I N13 (f l';A•Mrr, ` O ROCI'E !1'L ` 1631 t Gr1v1 Neck n9 londirtq i 1 / g., C'4 ? .? leio ?? I i I/ \ .° ^ I!R> ?,: 1130 '. ,7 1°F ?s.F /?~\ HAMMOCK'S BEACH c 7 7 le7] , /> 1311 STATE PARK Ia1 \= F ` !376 uoo y,. ! J7.1 9i / 1117 •e 1:03 .] ?. 23 -1V 13 3 1575 1363 309 57.3 .7 ISOr I` 1)n) .?SmdinO /s b 1 1 1603 rte, ` I)be Rwrell ? If0} O 1:01 I ).1 1.1 ? •7 p taw :1 fD t303 B AR /JVLET IA30 3 ? 1 Y) ISO .J/ \ "1106` J `KRRunlv.vn `i. Willis 1 car 172 boding .-i ?l ?IIIIII , m 1 rl 2 0 .ti 2 . ti J? MARINE CORPS BASE SCALE IN MILES rARy LOCATION MAP c?ek it U ROY. FARA'FLL 8. 4)' I ' Durk - WA C-1, x N i A - I ?? 5 19? r E L ? ?J r - - - - - - - - - - - - - - - - - - - - - Crvig h. c.d., Pkq C/ ! t7J 1 6 t , TRAPS . ? I Ba v R VF SMALL BOAT Syr), s D O C K I N G FAC I L I T Y Ierv . 1361 74 ' R)PFR )N).E, 613, E R[' FOR PORT O SWANNSBOROUGH `' A \ P.O. BOX 98 ON S LO W CO. F. "ry SWANSBORO, N.C. :' ?, CMFDWfK Allr, IgRR SHEET I OF 3 o 0 0 0 o X1000 ON I1d0IA J OZI X Si q s - p lV + C , w ?Q Wp 3W 0 CC " 3 1 7c 'L Via. -409L = i wa x1 - f 1' in; 0 0 0 0; _ t: ..i N z z N ONi QU ?diua: w x 04' . x;m 00 m 00 z -jx OGOZ a ? , - ---- c _-a 20 2 G 1i Q _ t t 1,. i 3 IS INOUJ 17 v V38V NOWW 00 .L ye? ?o W m Y m v W N J c7 Z C W xa F- ?? w; ca d CFO 0 CM I r? N 17 J J W 3 W N } W IL LL- O 0 a dg a Y V 0 p0 W Q W W Q W a U a no: gN S E P 15 1988 --------------------- l EXISRT. . t 5.2 EXIST..- WALL ROOF ALL SIDES OPEN RAMP RAIL-1 1 N A w ?` p- M EXIST. M N fl RIPRAP PIER AND DOCK PROFILE SCALE: I" = 20' .. 6It 4% 4" POST TIE PILE ,.,FLOATING DOCK H.W. =t2.8 L.W. = 0.0 BOTTOM 2"x 8" STRINGERS dN 2=0" CENTER 2"x Ids (DOUBLE) o -v .t GALV. BOLT W/ WASHERS IA. TREATED PILE 8=0" CENTERS (MAX.) BOTTOM VARIES MIN. PENETRATION BELOW HARD BOTTOM TYPICAL PIER SECTION NOT TO SCALE -no-)r?0f-PM n s S;: p 15 148$ Ulm u u of ---------------------- SMALL BOAT DOCKING FACILITY FOR PORT 04 SWANNSBOROUGH P. 0. BOX 98 ONSLOW CO. SWANSBORO, N.C. AUG. 1986 'SHEET 3 OF 3 l 1-1 CORPS OF ENGINEERS U.S. ARMY k. -?-? lb . N.C.S.P.A. SOUTHPORT SMALL . -- - j -:. ?• BOAT HARBOR SOUTHPORT . - Y^.?. ...r r;:i' - -i, BOAT' !-•. '?'?` • M>S "'• ?I10' - f BASIN `° ? ? _ r s •y. t. , a+ .?-.? o - t . t r - ?^.i. t ` . i = . , 2 t ? -F • ' C --• 1:?? }a a?r F Wit. ?:. •CO.L) ?' '?r'??i?.r?f •1, ?1J ,l G?(.?ys. -! a1?-? , r r'1 _ ft'Y ?_??` ST ORAf BARRIER DETAILS OF CARDLNA STATE PORTS AUTHORITY SMALL BOAT HARBOR 8 SOUTHPORT BASIN, AT SOUTHPORT, N.C. - SCAy[ w PUT po o IoS Am m ?eD w em G.W" r Prww[d hA bd-dl.- ? Appose CM.r -d AAWAK N t; ar:: OAT ' P 1. RAM t ( D S? N.C.EEW. 113. X531 11 r N ??17?H?n.,?'4'? - •'? ? ? .;/? •r ?'?' ti ,a .{.1V'E "}Sjq ' ' OFELTIERREE1S DETAIL OF DETAi L TfCAtl ' Pt[T ' _ 2..i 4 FAIRFIELDlr/waP(TTEOAmIn?uKi[Eise?ResL aoeo ` ae? ?` °V` TS) wW[ a nAa *ZVOr v N+a .al b n[W inairw - ITtL 2 .' ?v t .'.. J ^^L 1 S 1 [ ¦ , S r frlvM ire 4ft".b nit ^py-aO-W a1`.-*0 v ; ? f Y {Yry rN X 114 T?"A 'S,'?':1C"T, lSS 1 of r{ ? } r ? •C 3 . -a'. 1t .r J• 4 5• J .L ?` " :1l /, T 5 •k4S: r" -r.t . . t 1.) 2 fa 4, _ ?! A > . > / t ' ' . Y x.+ y ..? ? k I ' •? C ' 7 Q * , z ( a : lr ; ?" ? r DETAIL 'OF SIDE •CHANNEL 8' 6ASIN ?• _s , CAROLINA REACH HARBOR / .. , - #IT 'SWANSBORO; dJ C - i ` r B c? aoo e"'ioo° a ,moo . - ' ?` °' • - ?. : bYrr 7A aaaPwPd i,am `bnP Ilan >i A,t7rwt ad AAMIY . - GY,nr Y A°Ae,vnd AM?sfen s1 ApproeM-"O.a.r N AMW. ATLANTIC INTRACOASTAL WATERWAY BETWEEN NORFOLK,VA. AND THE ST. JOHNS RIVER, FLA. MLW N.C.S.P.A. SMALL BOAT HARBOR S SOUTHPORT r _ t ( •' BOAT BASIN, FAIRFIELD-MATTAMUSKEET LAKE _?.,-?c ii d ? ??ARYIt'IG ?>, ?r"„?r'ldi I `.r ?-. am - : : : :?. • ? AREA, PELTIER CREEK, SIDE CHANNELS y r , . ;, ° : a BASIN AT SWANSBORO, CAROLINA BEACH HARBOR VARYING (WILMINGTON DISTRICT) CORPS OF ENGINEERS WILMINGTON, N. C. TYPICAL SECTION. '" MAP REVISED SEPTEMBER 1981 * U.S. GOVERNMENT PRINTING OFFICE: 1982--539-944 .(F5 OF ENGINEERS U.S. ARMY ?- 1b . lLCf.RA. SOUTHPORT SMALL .. ' ?, ,•ti,"? . A ' BOAT HAR,SOR souT?IPORr BOAT BASM •+' ?` ?? eY1FJr "'dc's, ' 'ti ?".G?'{ 'i ?. ? it L7t2z?i: + r ' ' ? }.?, ' •, • ??'b* ?7+c•'L??`- 3_'1Xi ..1 ' _Y: ? +??•?•_ 'ra _ ...1 .. ,.'? 1 . kd ? 7Sa_ i.}?? N • r ??r. t ? Sa ?\ ( N ?? ?-?tNitip.: ?•. Wis.. 4 RAMP N.C. E 8 W. t .r ?lr?`t % G LO ?l DETAIL OF L ;•;DETAIL; OF ?EL?fIER ?REFK __ FAIRFIELD-MATTAMUSKEET LAKE 4?; " 5898 y "'• ',m:''i yea y 1! 2 t..eJet.cp w,ttx HTCRCrrs, ? .O • 4J t . ? i i i sma. • rr.rr r>An' er a r,}:oi +..irs• l l: ' -? f 1 •') t ,'': _ L?{r i Yrj ., } ` `. cri .?.' ; aZr• r, p1'\ ?•„? Y?? ?j S?? p i .i '•• rf >. DETAIL IDF' 'w ?HANNLL & BASIN ' ??'+ t I v CAROLRJA BEACH HARBOR.. 9kT 'SWANSBCAD "'N C r ?t li k'Y? J / U sm a oo?.?e q t:'o: j3'-_+1- 4. +. ;yrai'[ ?'r?..t FM lti1 , ? k?. :?7:tk _,. rr g•: eae =.? Sao -'f.. - .g. - _ '. - ti ,:.', x ? .: ?'•' ^'_''` ati., - > :., pr.r a. •?..w:.e `?Inw +i.•+?ee.• sJ `?, '' '' •' _ ?• awN N AM,Y ? Mr- Y .r.wM ,.:14•.dM I sA O.w/ ? Alxe'. ATLANTIC INTRACOASTAL WATERWAY BETWEEN NORFOLK,VA. AND THE ST. JOHNS RIVER, FLA. N.C.S.P.A. SMALL BOAT HARBOR BI SOUTHPORT BOAT BASIN, FAIRFIELD-MATTAMUSKEET LAKE AREA, PELTIER CREEK, SIDE CHANNEL lk 3 VARYING BASIN AT SWANSBORO, CAROLINA BEACH HARBOR t (WILMINGTON DISTRICT) CORPS OF ENGINEERS WILMINGTON,N.C. JYPICAL SECTION 11 MAP REVISED SEPTEMBER 1981 u.b. Uvvt rKrJmLNT PRINTING OFFICE: 1932-339-944 DETAILS OF GW7LNA STATE PORTS AUTH1 BOR HARBOR 5 SOUTHPORT SIN, AT SOUTHPORT. N.C. 89.1,9m ee Zo s. en e m . e. ee5