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HomeMy WebLinkAbout 110-96 Morton, Bruce & BillyPermit Class NEW STATE Department of Em X Major DevelopmeI pursuant to NCGS X Excavation and/or Resources Concern e rniisuarit to NCGS 113-229 Permit Number 110-96 Issued to Bruce D. & Billy E. Morton 136 Shell Rock Cir., Hubert. NC 28539 authorizing development in Onslow County at AIW W, upland basin off of, at the end of SR1503 at Shell Rock Landing , as requested in the permittee's application dated4/15/96 including attachedwork-plan drawings planview dated 1/15/95 (rec. 4/23/96) and 4 cross -sections dated received 4/23/96. This permit, issued on - a- 9 b , is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void. Maintenance Excavation 1) In order to protect estuarine resources, including juvenile shrimp and finfish populations in the adjacent high quality waters, no excavation may take place between April 1 and September 30 without prior approval of the Division of Coastal Management. 2) Prior to, and during the excavation, a sediment curtain will be installed across the mouth of the basin and maintained so as to prevent sedimentation from reaching the AIW W. The curtain must remain in place for 24 hours after all excavation is complete to allow time for suspended sediments to settle. 3) The disposal area will be constructed a sufficient distance from the mean high water level or any marsh to eliminate the possibility of dike erosion into or upon any marsh or surrounding waters. attached sheet for Additional This permit action may be appealed by the pemiittee or other qualified persons within twenty (20) days of the issuing date. An appeal requires resolution prior to work initiation or continuance, as the case may be. This permit must be accessible on -site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Departmental approval. All work must cease when the permit expires on December 31,1999 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DEHNR and the Chairman of the Coastal Resources Commission. oger . Sc recter, Director Division of Coastal Management This permit and its conditions are hereby accepted. Signature of Pennittee Permit Class Permit Number NEW STATE OFNORTMCAROLINA Department of Envtrrr6 �l oninent," •Health &Natural Resources Major Development jh an Area of.Envrroiimental Concern pursuant to NCGS _ Excavation and/or filling pursuant to NCGS 113-229 Issued to Bruce D. & Billy E. Morton,136 Shell Rock Cir., Hubert, NC 28539 110-96 authorizing development in Onslow County at AIW W, upland basin off of, at the end of SR1503 at Shell Rock Landing , as requested in the permittee's application dated4/15/96 including attached workplan drawings planview dated 1/15195 (rec. 4/23/96) and 4 cross -sections dated received 4/23/96. This permit, issued on '� — '.'A- 9 L is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void. Maintenance Excavation 1) In order to protect estuarine resources, including juvenile shrimp and fmfrsh populations in the adjacent high quality waters, no excavation may take place between April 1 and September 30 without prior approval of the Division of Coastal Management. 2) Prior to, and during the excavation, a sediment curtain will be installed across the mouth of the basin and maintained so as to prevent sedimentation from reaching the AIW W. The curtain must remain in place for 24 hours after all excavation is complete to allow time for suspended sediments to settle. 3) The disposal area will be constructed a sufficient distance from the mean high water level or any marsh to eliminate the possibility of dike erosion into or upon any marsh or surrounding waters. attached sheet for Additional This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. An appeal requires resolution prior to work initiation or continuance, as the case may be. This permit must be accessible on -site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Departmental approval. All work must cease when the permit expires on December 31.1999 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DEHNR and the Chairman of the Coastal Resources Commission. i oger . Scliecter, Director Division of Coastal Management This permit and its conditions are hereby accepted. Signature of Permittee Bruce D. & Billy E. Morton ADDITIONAL CONDITIONS Permit#110-96 Page 2 of 4 4) All excavated materials will be deposited a sufficient distance from the mean high water and landward of regularly or irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids into any marsh or surrounding waters. 5) The dike, backfill and spoil area will be properly graded and provided a ground cover sufficient to restrain erosion within thirty (30) working days of project completion. 6) The disposal area effluent will be contained by pipe, trough or similar device to a point at or beyond the near low water level to prevent gully erosion and unnecessary siltation. 7) Excavation will not exceed 4 feet below the elevation of mean low water (MI.,W). 8) The temporary placement or double -handling of excavated materials within waters or wetlands is not authorized. 9) The activity will be conducted in such a manner as to prevent a significant increase in turbidity outside the area of construction or construction -related discharge. Increases such that the turbidity in the waterbody is 25 NTUs or less in all saltwarer classes are not considered significant. NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan must be filed at least thirty (30) days prior to the beginning of any land -disturbing activity. Submit this plan to the Department of Environment, Health and Natural Resources, Land Quality Section, 127 Cardinal Drive Extension, Wilmington, NC 28405-3845. Bulkhead 10) The alignment of the proposed bulkhead must be staked by a representative of the Division of Coastal Management (DCM) within a maximum of thirty (30) days prior to the start of construction. Failure to initiate construction within thirty (30) days, or erosion of the shoreline by adverse weather conditions, will require the alignment to be restaked by DCM within a maximum of thirty (30) days prior to the new expected start of construction. 11) The bulkhead must be constructed prior to any backfilling activities. 12) The bulkhead must be structurally tight so as to prevent seepage of backfill materials through the structure. 13) The bulkhead will be positioned landward of the vegetated marsh, with the excpetion of a 10 foot by 15 foot old boat slip which is vegetated with saltmarsh. Bruce D. & Billy E. Morton ADDITIONAL CONDITIONS Permit #110-96 Page 4 of 4 or work, or injury which may be caused from existing or future operations undertaken by the United States in the public interest. 23) Permanent reflectors shall be attached to the pier on the AIWW in order to make it more visible during hours of darkness or inclement weather. Marina Dockage 24) In order to prevent closure of open shellfish waters, Shell Rock Landing may only provide wet slip anchorage for the number of boats stated in the application; i.e., 16 and none of these boats may be over 24', have cabins or heads. NOTE: The permittee and/or his contractor is urged to meet with a Division of Coastal Management representative prior to project initiation. NOTE: Future development on the permittee's property may require a modification of this permit. Contact a representative of this Division at (919) 726-7021 prior to commencement of any such activity for this determination. NOTE: If the permittee charges for fishing from the new pier on the AiWW, an Easement will be required from the Department of Administration, State Property office (telephone: 919/733-4346). Permit Class NEW - STATE Department of Env X '^ .r + _ Major Deveolpme. pursuant to NCGS X Excavation and/or Resources Concern Quaa1 `nc� �' ou'suant to NCGS 113-229 Issued to Bruce D. & Billy E. Morton,136 Shell Rock Cir., Hubert, NC 28539 Permit Number 110-96 authorizing development in Onslow County at AIW W, upland basin off of, at the end of SR1503 at Shell Rock Landing , as requested in the permittee's application dated4/15/96 including attached workplan drawings, planview dated 1/15/95 (rec. 4/23/96) and 4 cross -sections dated received 4/23/96. This permit, issued on '�e ^ Z-- —9 L is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to a fine, imprisonment or civil action; or may cause the permit to be null and void. Maintenance Excavation 1) In order to protect estuarine resources, including juvenile shrimp and fmfish populations in the adjacent high quality waters, no excavation may take place between April 1 and September 30 without prior approval of the Division of Coastal Management. 2) Prior to, and during the excavation, a sediment curtain will be installed across the mouth of the basin and maintained so as to prevent sedimentation from reaching the AIW W. The curtain must remain in place for 24 hours after all excavation is complete to allow time for suspended sediments to settle. 3) The disposal area will be constructed a sufficient distance from the mean high water level or any marsh to eliminate the possibility of dike erosion into or upon any marsh or surrounding waters. attached sheet for Additional This petmitLaction may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. An appeal requires resolution prior to work initiation or continuance, as the case may be. This permit must be accessible on -site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Departmental approval. All work must cease when the permit expires on December 31,1999 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DEHNR and the Chairman of the Coastal Resources Commission. i oger . Sc ecter, Director Division of Coastal Management This permit and its conditions are hereby accepted. Signature of Permittee Bruce D. & Billy E. Morton ADDITIONAL CONDITIONS Permit#110-96 Page 2 of 4 4) All excavated materials will be deposited a sufficient distance from the mean high water and landward of regularly or irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids into any marsh or surrounding waters. 5) The dike, backfill and spoil area will be properly graded and provided a ground cover sufficient to restrain erosion within thirty (30) working days of project completion. 6) The disposal area effluent will be contained by pipe, trough or similar device to a point at or beyond the near low water level to prevent gully erosion and unnecessary siltation. 7) Excavation will not exceed 4 feet below the elevation of mean low water (MLW). 8) The temporary placement or double -handling of excavated materials within waters or wetlands is not authorized. 9) The activity will be conducted in such a manner as to prevent a significant increase in turbidity outside the area of construction or construction -related discharge. Increases such that the turbidity in the waterbody is 25 NTUs or less in all saltwater classes are not considered significant. NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan must be filed at least thirty (30) days prior to the beginning of any land -disturbing activity. Submit this plan to the Department of Environment, Health and Natural Resources, Land Quality Section, 127 Cardinal Drive Extension, Wilmington, NC 28405-3845. Bulkhead 10) The alignment of the proposed bulkhead must be staked by a representative of the Division of Coastal Management (DCM) within a maximum of thirty (30) days prior to the start of construction. Failure to initiate construction within thirty (30) days, or erosion of the shoreline by adverse weather conditions, will require the alignment to be restaked by DCM within a maximum of thirty (30) days prior to the new expected start of construction. 11) The bulkhead must be constructed prior to any backfilling activities. 12) The bulkhead must be structurally tight so as to prevent seepage of backfill materials through the structure. 13) The bulkhead will be positioned landward of the vegetated marsh, with the excpetion of a 10 foot by 15 foot old boat slip which is vegetated with saltmarsh. Bruce D. & Billy E. Morton Permit#110-96 Page 3 of 4 ADDITIONAL CONDITIONS 14) All backfill materials will be obtained from a highground source and confined landward of the permitted bulkhead. NOTE: The fill associated with this project has been authorized by the Division of Environmental Management under General Water Quality Certification No. 3025. Riu� Installation 15) The riprap material must be free from loose dirt or any other pollutant. It must be of a size sufficient to prevent its movement from the site by wave or current action. Piers 16) This permit authorizes only the docks, piers, and other structures and uses located in or over the water that are expressly and specifically set forth in the permit application. No other structures, whether floating or stationary, may become a permanent part of this docking facility without permit modification. No non -water dependent uses of structures may be conducted on, in, or over public trust waters without permit modification. 17) The dock and associated structures shall have a minimum setback distance of 15' between any parts of the structure and the adjacent property lines as extended perpendicular to the channel into the water at the points where they intersect the shoreline. 18) The new pier on the AIWW shall not exceed a total distance of 65' beyond the mean high water line and shall not be greater than six (6) feet in water including the "T" section. No permanent docking is authorized at this pier. General 19) No attempt will be made by the permittee to prevent the full and free use by the public of all navigable waters at or adjacent to the authorized work. 20) The authorized structure and associated activity must not cause an unacceptable interference with navigation. 21) The permittee must install and maintain, at his expense, any signal lights and signals prescribed by the U. S. Coast Guard, through regulations or otherwise, on authorized facilities. 22) This permit does not authorize the interference with any existing or proposed Federal project, and, the permittee will not be entitled to compensation for damage to the authorized structure Bruce D. & Billy E. Morton ADDITIONAL CONDITIONS Permit #110-96 Page 4 of 4 or work, or injury which may be caused from existing or future operations undertaken by the United States in the public interest. 23) Permanent reflectors shall be attached to the pier on the A1WW in order to make it more visible during hours of darkness or inclement weather. Marina Docka¢e 24) In order to prevent closure of open shellfish waters, Shell Rock Landing may only provide wet slip anchorage for the number of boats stated in the application; i.e., 16 and none of these boats may be over 24', have cabins or heads. NOTE: The permittee and/or his contractor is urged to meet with a Division of Coastal Management representative prior to project initiation. NOTE: Future development on the permittee's property may require a modification of this permit. Contact a representative of this Division at (919) 726-7021 prior to commencement of any such activity for this determination. NOTE: If the permittee charges for fishing from the new pier on the AIWW, an Easement will be required from the Department of Administration, State Property office (telephone: 919/733-4346). Form DCM-MP-1 APPLICATION (To be completed by all applicants) b. City, town, community or landmark 1. APPLICANT -<hellaoclz LANAIN1 a. Landowner: Name 13avice D rYloQtorv�Li�llY 6. riblt}p/� 910 3%-2170 " Address 13L Shellenct< [e., City _ H u-bee + State N C Zip 2>SS39 Day Phone 910 3c16 2170 Fax 41D- 31-►7-241PA b. Authorized Agent: Name Address City State Zip Fax Day Phone c. Project name (if any) NOM Pernur will be issued in ww of lando r(s), and/or pwjea ww. 2. LOCATION OF PROPOSED PROJECT a. County e7NSInui c. Street address or secondary road number S-halc2clISo3 Shelke<K.4,9t4ttee d. Is proposed work within city limits or planning jurisdiction? Yesy_ No e. Name of body of water nearest project (e.g. river, creek, sound, bay) I IJIegcoPgf?tI W6+crLd&!$ 3. DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT a. List all development activities you propose (e.g. building a home, motel, marina, bulkhead, pier, and excavation and/or filling activities. I ICA" dUt er)s+INICe %e +ta,WWut) L3ulkkeAd.f2emove+Repe„¢ ni2e K-s W)Aori RORi RAit'd' J&UA*11 Dee,e w 4k Is the proposed activity maintenance of an existing project, new work, or both? Ruth c. Will the project be for public, private or commercial use? Pe,yAae 4-eo6NmeALe,a 1 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. E i.sis..o1 CArn p s Sw -s wl 2MA4 Qftev.P +. DAev. I,sa Fes. CQA IwJell A AM�sS p..nbenu� U40 A" h-1VAt LualeN SeA1..RII �O �. u.se.t �• OCUS A CG.681A� A� I AAtQAUv QV Revised 03/95 996 -111 Form DCM-MP-1 4. LAND AND WATER CHARACTERISTICS a. Size of entire tract Ppata�t. /® A erae6 b. Size of individual lot(s) w I A c. Approximate elevation of tract above MHW or NWL 74-n 10 gen4 d. Soil type(s) and texture(s) of tract will DRAItLe,a .sat,.$,. 42Adae el e. Vegetation on tract 4:arsta f. Man-made features now on tract 0 AMAsy:h+s RnaAG#,p— fUela.e— DfttAaleA AaAwAO g. What is the CAMA Land Use Plan land classification of the site? (Consult the local lane use plan) Conservation ✓ Transitional Developed Community Rural Other h. How is the tract zoby local government? 5Fi/Oi?w i. Is the proposed project consistent with the applicable zoning? Yes w­ No (Attach zoning compliance certificate, if applicable) j. Has a professional archaeological assessment been done for the tract? Yes S/ No If yes, by whom? 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) _v4' Other If yes, has a delineation been conducted? N8 (Atach documentation; if available) i - 4 t:. Revised 03/95 m. Describe existing wastewatertreatmentfacilities. n. Describe location and type of discharges to waters of the state. (For example, surface runoff, sanitary wastewater, industrial/commercial effluent, "wash down" and residential discharges.) NeNe- o. Describe existinghinking water supply source. rA+CIl- 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 tide, 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 1/2" 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 Form DCM-MP-1 4. LAND AND WATER CHARACTERISTICS a. Size of entire tract Agaa>z 16 A eae 5 b. Size of individual lot(s) w 1A c. Approximate elevation of tract above MHW or NWL 7 %b Ic feed d. Soil type(s) and texture(s) of tract Will DR&JUP 15egmeel e. Vegetation on tract i<pg. sa f. Man-made features now on tract Q Amy 514 W+- f3neA�A��— t)otl�s— Dao ngeA 4eAwA115 g. What is the CAMA Land Use Plan land classification of the site? (Consak the total laid use plan.) Conservation ✓ Transitional Developed Community Rural Other h. How is the tract zoned by local government? SA c t?w i. Is the proposed project consistent with the applicable zoning? Yes e- No (Attach zoning conphim a eernficate, if applicable) j. Has a professional archaeological assessment been done for the tract? Yes _w' No If yes, by whom? 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) ve' Other If yes, has a delineation been conducted? W (Attach documentation if available) m. Describe existing wastewater treatment facilities. .Sew a 6,.4+dtAs Goa-. Gam' eht3 n. Describe location and type of discharges to waters of the state. (For example, surface runoff, sanitary wastewater, industrial/commercial effluent, "wash down" and residential discharges.) N d ut' o" Describe existingAinking water supply source. i • • ` sl•t-erL S. 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 1/2" by II" 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 1 !' 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 Kn a a a f'- t-(j A S Address i al S ,uj aecic Le Phone 1•iy� NG. -2-s5m • 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. Revised 03195 6. CERTIFICATION AND PERMISSION 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 i ! day of Read , 19—iL. Print Name G2 ucp D.ffiaal- Ai +01l\j4 r, .Meth Signa u7r 0.- rmdowner or Authorized Agent Please indicate attachments pertaining to your proposed project. DCM MP-2 Excavation and Fill Information ✓ CM 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. APR 2 3 1996� ,! w.........................yI Form DCM-MP-2 EXCAVATION AND FILL (Except bridges and culverts) 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 that relate to this proposed project. Describe below the purpose of proposed excavation or fill activities. All values to be given in feet. Access channel (MLW) or (NWL) Canal Boat basin Boat ramp Rock groin Rock breakwater Other (Excluding shomlim stabilization) Revised 03195 Average Final Existhig Project Length Width Depth Depth Azz r Yev t f. N � iS 3Ho 3ss9 1. EXCAVATION a. Amount of material to be excavated from below MHW or NWL in cubic yards b. Type of material to be excavated Cr. . c c. Does the area to be excavated include coastal wetlands (marsh), submerged aquatic vegetation (SAVs) or other wetlands? _ Yes _ No d. Highground excavation in cubic yards 2. DISPOSAL OF EXCAVATED MATERIAL a. Location of disposal area b. Dimensions of disposal area t "0 a ^ c. Do you claim title to disposal area? ,L Yes _ No If no, attach a letter granting permission from the owner. d. Will a disposal area be available for future maintenance? Yes _ No If yes, where? JL t t =R219(96- � li U Form DCM-MP-2 e. Does the disposal area include any coastal wetlands (marsh), SAVs or other wetlands? Yes ✓ No f. Does the disposal include any area in the water? Yes e/ No a. Type of shoreline stabilization ,' Bulkhead Riprap b. Length A U Ftl c. Average distance waterward of MHW or NWL 6 d. Maximum distance waterward of MHW or NWL � a If yes, (1) Amount of material to be placed in the water (2) Dimensions of fill area (3) Purpose of fill b. Will fill material be placed in coastal wetlands (marsh), SAVs or other wetlands? Yes ✓ No If yes, (1) Dimensions of fill area (2) Purpose of fill 5. GENERAL. a. How will excavated or fill material be kept on site e. Shoreline erosion during preceding 12 months and erosion controlled? Placed o9Lyc A,,k aasa r^AV 0,f:+, '4+ Ir+le+ -"O 94;44 ?Aw5 j &V4J_ rtA/Ntd A, R 16C2.M ANk use (Source oflnlfo/IMflon) P"Al VA) 6bcov/s4-IAAJ OF SCR�Pni- f. Type of bulkhead or riprap material i?0l;Aa4%A t1ile.o �VLISAI¢i-eeab io0 re�wsa.�i^... R1paAp saoa�) g. Amount of fill in cubic yards to be placed below water level (1) Riprap (2) Bulkhead backfill h. Type of fill material i. Source of fill material 4. OTHER FILL ACTIVITIES (Excluding Shoreline Stabilization) a. Will fill material be brought to site? Yes ✓ No b. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? 41Z,;e4ex Joe'IA' Ly fAa7 Le. Able 10 u6c Dftl)N� c. Will wetlands be cr3ssed in transporting equipment to project site? —Yes ✓ No If yes, explain steps that will be taken to lessen environmental impacts. Revised 03195_ _, - - I Form DCM-MP-2 e. Does the disposal area include any coastal wetlands (marsh), SAVs or other wetlands? Yes ✓ No f. Does the disposal include any area in the water! Yes v/ No 3. SHORELINE STABILIZATION a. Type of shoreline stabilization Bulkhead Riprap b. Length G 3D F41 c. Average distance waterward of MHW or NWL O d. Maximum distance waterward of MHW or NWL -O If yes, (1) Amount of material to be placed in the water (2) Dimensions of fill area (3) Purpose of fill b. Will fill material be placed in (marsh), SAVs or other wetlands? Yes ✓r No If yes, (1) Dimensions of fill area (2) Purpose of fill Mewo a '7� coastal wetlands a. How will excavated or fill material be kept on site e. Shoreline erosion during preceding 12 months and erosion controlled? Plated iArvt A,4Ati 4avde=7 MAg t F+. q(7+ JtAlei1 - 70 90A�I'�h b 61^1 A".il to -k'4)fved & ee.» A"JL Lisa (sourceofinformadon) PusawAl of Seeee'i. f. Type of bulkhead or riprap material f3ul IeAgA.4 01+Ate PV115Alf4V®nJeel �a r•w.✓a.et+.. R IPQAP CS }ONE) g. Amount of fill in cubic yards to be placed below water level (1) Riprap (2) Bulkhead backfill h. Type of fill material i. Source of fill material 4. OTHER FILL ACTIVITIES (Excluding Shoreline Stabilization) a. Will fill material be brought to site? Yes ✓ No z— b. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? 1 fR.Ycea deed4._ b� +w97 de Able +O uSc Da e4 ll N� c. Will wetlands be cr5ssed in transporting equipment to project site? _Yes ✓ No If yes, explain steps that will be taken to lessen environmental impacts. Date ReAsed 03195 ,. ,.-.. Form DCM-MP-3 UPLAND DEVELOPMENT (Construction and/or land disturbing activities) Attach this form to Joint Application for CAMA Major h. Permit, Form DCM-MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. a. Type and number of buildings, facilities, units or structures proposed 1e /amo.S�ah+s.Sdrne 6thiveaghAVe Srnwll rk°lea Line b. Number of lots or parcels 2 JhAeml b c. Density (give the number of residential units and the units per acre) 04 d. Size of area to be grad filled or disturbed including roads, ditches, etc. 100 at 1®® -"Oae_ i e. If the proposed project will disturb more than one acre of land, the Division of Land Resources must receive an erosion and sedimentation 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? Yes ✓ No If yes, date submitted f. List the materials (such as marl, paver stone, asphalt, or concrete) to be used for paved surfaces. D be us, -A tnf w PanC.r�i° 0 C"% bAt g. Give the percentage of the tract within 75 feet of MHW or NWL, or within 575 feet in the case of an Outstanding Resource Water, to be covered by impervious and/or built -upon surfaces, such as pavement, buildings, rooftops, or to be used for vehicular driveways or parking. &0 °/m Projects that require a CAMA Major Development Permit may also require a Stormwater Certification. Has a site development plan been submitted to the Division of Environmental Management for review? Yes /" No If yes, date submitted Describe proposed method of sewage disposal. 1,e4i-Ne -I-ArJtAh Have the facilities described in Item i. above received state or local approval? ,a ° s (Attach appropriate documentation) Ng, N eJ :5,w4e (A 4 k. Describe location and type of proposed discharges to waters of the state (for example, surface runoff, sanitary wastewater, industrial/commercial effluent, "wash down" and residential discharges). Describe proposed drinking water supply source (e.g. well, community, public system, etc.) in. Will water be impounded? If yes, how many acres? _ Yes ✓ No n. If the project is a oceanfront development, when was the lot(s) platted and recorded? L . 1—,19 AN Applicant or ect Name Signature �I Date Revised 03/95 3 ? Form DCM-MP4 II't- y s` STRUCTURES (Construction within Public Trust Areas) 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) an or Pier(s) (1) commercial _Community _ Private (2) Number f (3) Length /v30 (4) Width of water body (4) Width yFt. (5) Distance buoy(s) to be placed beyond (5) Finger Piers ✓ Yes _No shoreline (i) Number (ii) Length � f. Mooring structure (boatlift, mooring pilings, etc.) (iii) Width .5 (1) _ Commercial _Community , Private (6) Platform(s) _ Yes &o,' No (2) Number (i) Number (3) Length (ii) Length (4) Width (iii) Width (7) Number of slips proposed 1 L g. Other (Give wnpkte dsrcripfim) (8) Proximity of structure to adjacent riparian property lines (9) Width of water body (10) Water depth at waterward end of pier at MLW or NWL A/eLW b. Boathouse (including covered lifts) (1) Commercial Private (2) Length �eo<<y7.�61errForo.a'�.11, E.Ms�f (3) Width Applie nt or Proj Name c. Groin (e.g. wood, sheetpile, etc.)��?fn Signature (1) Number (2) Length(s) /-5- I 1'0 ate 9 Breakwater (e.g, (1) Length (2) Average wetlands. (3) Maximum wetlands _ wood, sheetpile, etc.) distance from MHW, NWL or distance beyond MHW, NWL or APR 2 3 1996 Revised 03/95 w.�.w.................. Kr Form DCM-MP-6 MARINA DEVELOPMENT (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. 1. MARINA CHARACTERISTICS a. Check below the type of marina proposed. v Commercial _ Public _ Residential b. Will the 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 ITa Dry storage Number of boats _J— Boat ramp(s) Other (describe) Fx,% `,Nf4 Qk c jg- %avQp,) 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 required ✓ Other (describe) [t 1twr+ Dvf Gxis�aj 4A2 /3AA1 -+ — f. Describe the typical boats to be served (for example, open runabout, charter boats, sail boats, mixed types). l2 u rr B6n,rts Typical boat length 5 + r X :) 7-4 h. Maximum boat length o2 2 t i. Are any floating structures planned? N4 If so, describe _ 2. MARINA OPERATIONS a. Check each of the following sanitary facilities that will be included in the proposed project. o Office toilets r Toilets for patrons Number n Location Q Showers n Boat holding tank pumpout Type and location ovo 15emihi-irs 4OFf1N@A b. Describe treatment type and disposal location for all sanitary wastewater. N / A c. Describe the disposal of solid waste, fish offal and trash disposal. r+)r*' d. How will overboard discharge of sewage from boats be controlled? N Al e. Give the location and number of "No Sewage Discharge" signs proposed. t, "R Revised 03195 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 ? .11 h. Give the number of channel markers and "No Wake" signs proposed. � f ii i. 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.�r.• k. What will be the marina policy on overnight and live -board dockage? r%c I. Is the proposed marina located near any shellfish leases? Yes _v,` 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? ! r o. Is the marina proposed within a primary or secondary nursery area? Yes y, No p. Is the marina proposed within an area open to shellfish harvesting? Yes wr No q. Give the location and number of "Pumpout Available" signs proposed. P ': el Ch /5 sJpa 1 9 C� Date D - Srxsttrl) risl , Pies 1" fgei v+ pF Exlstlr SeA WO) j-e-AicN8I"I fOsi^¢ct, L,.,w we+ -a d -ek A i Nct O F P, e n- � s ct fn ex 3 f- i" Tl � Pt. n I, 25' r-c+ %riots t/A+ea urn . RKA MpawK 4W D4,etti . -T L- Fint "S (>) <n Is 1m}eNAe_�'aa Ube bi CPJOIA A"4 thy 601r, T_+ will be tAv Sin, let,�161 AS f, cRb dbu N tk, W ►y - TI%e_ wnik will 4 I 1je- Ayd'`r„ Gill) da 6'Xgv'.Theat wttl b� NO bocci APR 2 3 1996 Revised 03/95 yOXI66 K 3 = 4" cube Yae, +a he Ae-e1l.1 -r.+A I Co6)L yds -4a 6r .Daedi5rJ 1 114 Cubsc y4s APR 2 3 1996 I J +--- 9cce5s C h ��v1�el lb4,41 CLAD.- Y).6 -I-o In &- DaeA9 eA 5D X 160 X3" =-S�s C�6', yds +a 6� deedgcd 3 *p pe C^Lt?VnT�l 555' cubkc. yci s APR 2 8 1996 �.nw...........wwwwN�wwi/0. „�.._ 2A61N u llSx 60 x z= 6,11 c�db,c yds +;o be. De-ek,ea Tnt,al Cubic YA64A %e howo qel 3 U c„ 6%e yes APR 2 3 190-6 �NYt� �!� �• •n .a �`id f. � � yy _ .. . �li _.. �.. �.H. .a. )S 1�As1 rJ = 5Qc4ii (u f egh vi 80 Y 125X 3.= 12000able YJL -l-e le Daelcjrk 3 To Se Eaic vpAed 'T,4AI ev61, .�p ape'AeII 1400 Gu1.,� mesh Iry � APR 2 3 1996 ` 1 DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS P.O. BOX 1890 WILMINGTON, NORTH CAROLINA 28402-1890 NEVLYTO ArrEHIgN OF August 16, 1996 Regulatory Branch Action ID No. 199603574 and State Permit No. 110-96 Bruce D. and Billy E. Morton 136 Shellrock Landing Road Hubert, North Carolina 28539 Dear Messrs. Morton: Reference your application for a Department of the Army permit to construct a bulkhead, excavate 1,125 square feet of marsh and 24,370 square feet of non -vegetated shallow bottom, rip -rap a channel and construct a fishing pier at the Shell Rock Landing Campground, adjacent to the Intracoastal Waterway, near Hubert, Onslow County, North Carolina. Your proposal has been reviewed and found to be consistent with the provisions and objectives of general permit No. 198000291. Therefore, you may commence construction activity in strict accordance with applicable State authorization and the enclosed plan. Failure to comply with the State authorization or conditions of the general permit could result in civil and/or administrative penalties. If any change in your work is required because of unforeseen or altered conditions or for any other reason, plans revised to show the change must be sent promptly to this office and the North Carolina Division of Coastal Management prior to performing any such change or alteration. Such action is necessary as revised plans must be reviewed and the authorization modified. Questions or comments may be addressed to Mr. Jeff Richter, Wilmington Field Office, Regulatory Branch, telephone (910) 251-4636. Sincerely, G. Wayne Wright Chief, Regulatory Branch Enclosure LLENO AUG 21 iV.% WitSIAL MANAGEMENT µ n f Copies Furnished (with plan): Chief, Source Data Unit NOAA/National Ocean Service Attn: Sharon Tear N/CS261 1315 East-West Hwy., RM 7316 Silver Spring, Maryland 20910-3282 Mr. John Dorney Division of Water Quality North Carolina Department of Environment, Health and Natural Resources 4401 Reedy Creek Road Raleigh, North Carolina 27607 Mr. Thomas Welborn, Chief Wetlands Regulatory Section - Region IV Wetlands, Oceans and Watersheds Branch U.S. Environmental Protection Agency 345 Courtland Street Atlanta, Georgia 30365 Mr. John Parker J Division of Coastal Management North Carolina Department of Environment, Health and Natural Resources Post Office Box 27687 Raleigh, North Carolina 27611-7687 Mr. John Hefner U.S. Fish and Wildlife Service Fish and Wildlife Enhancement Post Office Box 33726 Raleigh, North Carolina 27636-3726 Mr. Larry Hardy National Marine Fisheries Service Pivers Island Beaufort, North Carolina 28516 Mr. Charles Jones, District Manager Morehead City Regional Office North Carolina Division of Coastal Management 3441 Arendell Street Post Office Box 769 Morehead City, North Carolina 28557 State of North Carolina Department of Environment, ,Health and Natural Resources Division of Coastal Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary Roger N. Schecter, Director August 6, 1996 Mr. Bruce D. Morton Mr. Billy E. Morton 136 Shell Rock Cir. Hubert, NC 28539 Dear Sir: EDEHNFR The enclosed permit constitutes authorization under the Coastal Area Management Act, and where applicable, the State Dredge and Fill Law, for you to proceed with your project proposal. The original (buff -colored form) is retained by you and it must be available on site when the project is inspected for compliance. Please sign both the original and the copy and return the copy to this office in the enclosed envelope. Signing the permit and proceeding means you have waived your right of appeal described below. If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS 113A-121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter 150B with the Office of Administrative Hearings, P.O. Drawer 11666, Raleigh, NC 27611, (919) 733-2698 within twenty (20) days of this decision on your permit. You should also be aware that if another qualified party submits a valid objection to the issuance of this permit within twenty (20) days, the matter must be resolved prior to work initiation. The Coastal Resources Commission makes the final decision on any appeal. The project plan is subject to those conditions appearing on the permit forth. Otherwise, all work must be carried out in accordance with your application. Modifications, time extensions, and future maintenance require additional approval. Please read your permit carefully prior to starting work and review all project plans, as approved. If you are having the work done by a contractor, it would be to your benefit to be sure that he fully understands all permit requirements. From time to time, Department personnel will visit the project site. To facilitate this review, we request that you complete and mail the enclosed Notice Card just prior to work initiation. However, if questions arise concerning permit conditions, environmental safeguards, or problem areas, you may contact Department personnel at any time for assistance. By working in accordance with the permit, you will be helping to protect our vitally important coastal resources. Very sincerely, John R. Parker, Jr. Major Permits Processing Coordinator JRP:jr/amw Enclosure P.O. Box 27687. FAX 919-733-1495 Raleigh, North Carolina 27611-7687 l� ��U An Equal Opportunity/Affirmative Action Employer Voice 919-733-2293 60% recycled/10% post -consumer paper DIVISION OF COASTAL MANAGEMENT APPLICATION TRANSMITTAL/PROCESSING RECORD A) a APPLICANT: Bruce D. Morton & Billy E. Morton COUNTY: Onslow (Shell Rock Landing Campground) LOCATION OF PROJECT: a highground boat basin off of the AIWW @ the end of SR1503 (Shell Rock Landing Road), near the community of Bear Creek DATE APPLICATION RECEIVED COMPLETE BY FIELD: April 26, 1996 FIELD RECOMMENDATION: Attached - NO To Be Forwarded - YES CONSISTENCY DETERMINATION: Attached - NO To Be Forwarded - YES it FIELD REPRESENTATIVE: Jim Mercer TRICT OFFICE: Morehead DISTRICT MANAGER REVIEW.= l EO s`? DATE APPLICATION RECEIVED IN RM PUBLIC NOTICE REC'D: ADJ. RIP. PROP NOTICES REC'D: APPLICATION ASSIGNED TO: a C) 75 DAY DEADLINE: MAIL OUT DATE: f Y FEDERAL DUE DATE: Y..1 iyyb 1' FEEREC'D:$ END OFADTICE DATE: DEED REC'D: 1,e,z ON: S_ — �— 9 1- 150 DAY DEADLINE: STATE DUE DATE: / yc FED. COMMENTS REC'D: -7 - 1 5 — 9 Z PERMIT FINAL ACTION: ISSUE DENY DRAFT ON `,>_ / �-- 9� AGENCY DATE COMMENTS RETURNED OBJECTIONS YES NO NOTES Coastal Management Dist. Office C 5-- � _ J` Div. of Community Assistance _I Land Quality Section Div. of Env. Management State Property Office J J Div. of Archives & History Div. of Env. Health Div. of Highways_ I � Wildlife Resources Commission Div. of Water Resources Div. of Marine Fisheries MEMORANDUM• TO: JOHN R. PARKER FROM: JAMES L. MERCER SUBJECT: COMMENTS & RECOMMENDATIONS BRUCE D. MORTON & BILLY M. MORTON SHELLROCK LANDING CAMPGROUND AIWW / ONSLOW CO DATE: May 9, 1996 I have worked exclusively with Mr. Bruce Morton on his renovation requirements with regards to the current CAMA Use Standards. As outlined in the field report, the existing highground boat basin was originally permitted and dug some 17 years ago. Although the maintenance excavation and the bulkhead construction involves the direct loss of some 1,685 square feet of saltmarsh cordgrass, the overall size and shape of the basin will remain the same. In addition, the applicant states that there will be no increase in the number of slips and that no more than 16 boats will be allowed to permanently tie-up to the new docking structure. A few last minute technical matters need to be resolved: 1) a letter of permission from Mrs. Patricia Matthews who is Mr. Morton's sister since he proposes to bulkhead and backfill a 30 foot section of her property. This is an issue which I did not pick-up until recently, and I have asked Mr. Morton to provide the with the necessary documentation. 2) On the day that he submitted the application package, Mr. Morton penciled a fishing pier on the project drawings. Will the new fishing pier at the marina require a SEPA review? 3) I have just located a cultural resource site on the "Hubert" quadrangle near the project. The site is listed as "ON 30" and I have mentioned it to Mark Matthis. I have attached an applicable note to my list of permit conditions. I support the issuance of the LAMA / Dredge & Fill permit to authorize the proposed activities. The following conditions are for your consideration: #1 All proposed development and associated construction must be done in accordance with the permitted workplat drawing(s) as originally submitted and stamped RECEIVED on April 23, 1996. #2 All construction must conform to the North Carolina Building Code requirements and all other Local, State and Federal regulations. #3 Any change or changes in the plans for development, construction, or land use activities will require a re- evaluation and modification of this permit. COMMENTS & RECOMMENDATIONS BRUCE D. MORTON 6 BILLY E. MORTON ,SBELLROCR LANDING CAMPGROUND MAY 61 1996 #4 In order to prevent sedimentation, a vegetated buffer zone must be maintained between all disturbed areas and the adjacent waterbody or marsh. In this case, a 30 foot wide buffer has been accepted. #5 Prior to initiating any land -disturbing activities, a barrier line of filter cloth, staked hay bales, or burlap must be installed between the land -disturbing activity and the adjacent marsh or water areas, until such time as the area1ias been properly stabilized with a vegetated cover. #6 Pursuant to 15 NCAC, Subchapter 7J.0406(b), this permit may not be assigned, transferred, sold or otherwise disposed or to a third -party. #7 The amount of built -upon area shall be limited to no more than 25% of the AEC area of the land to be developed; in this case, 30,666. ft. or approximately 20%. #8 Stormwater collection systems are prohibited. \� v #9 A 30' buffer zone must be provided from the Mean High water line. v #10 Excavation will not exceed -4 feet below the Mean Low water level. #11 3 The alignment of the proposed bulkhead must be staked by a representative of the Division of Coastal Management (DCM) within a maximum of thirty (30) days prior to the start of construction. Failure to initiate construction within thirty (30) days, or erosion of the shoreline by adverse weather conditions, will require the alignment to be re -staked by DCM within a maximum of thirty (30) days prior to the new expected start of construction. \Z�1Z #12 The riprap material must be free from loose dirt or any other pollutant. It must be of a size sufficient to prevent its movement from the site by wave or current action. #13 The riprap material must consist of clean rock or masonry materials such as, but not limited to, granite or broken \Z concrete. Materials such as tires, car bodies, scrap metal, paper products, tree limbs, wood debris, organic material or similar material, are not considered riprap. #14 The bulkhead must be constructed prior to any backfilling activities. Y/ COMMENTS & RECOMMENDATIONS BRUCE D. MORTON & SILLY E. MORTON ,SHELLROCR LANDING CAMPGROUND MAY 6, 1996 \ 15 The bulkhead must be structurally tight so as to prevent seepage of backfill materials through the structure. \_#16 The temporary placement or double -handling of excavated materials within waters or wetlands is not authorized. #17 All excavated materials will be confined above mean high water and landward of regularly or irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spill- over of solids into any marsh or surrounding waters. 4 #18 The disposal area will be constructed a sufficient distance from the mean high water level or any marsh to eliminate the possibility of dike erosion into or upon any marsh or surrounding waters. 5 #19 The dike, backfill and spoil area will be properly graded and provided a ground cover sufficient to restrain erosion within thirty (30).working days of project completion. 16 #20 This permit authorizes only the docks, piers, and other structures and uses located in or over the water that are expressly and specifically set forth in the permit �%Sti. application. No other structures, whether floating or stationary, may become a permanent part of this docking facility without permit modification. No non -water dependent uses of structures may be conducted on, in, or over public trust waters without permit modification. / #21 The dock and associated structures shall have a minimum Q setback distance of 15' between any parts of the structure and the adjacent property lines as extended perpendicular to the channel into the water at the points where they intersect the shoreline. f� #22 No attempt will be made by the permittee to prevent the full �'— and free use by the public of all navigable waters at or adjacent to the authorized work. #23 The authorized structure .and associated activity must not cause an unacceptable interference with navigation. ZC C #24 The permittee must install and maintain, at his expense, any signal lights and signals prescribed by the U.S. Coast Guard, through regulations or otherwise, on authorized facilities. BRUCE D. MORTON & BILLY E. MORTON . BHEL'LROCR LANDING CAMPGROUND .MAY 6, 1996 #25 This permit does not authorize the interference with any existing or proposed Federal project, and, the permittee will 2 not be entitled to compensation for damage to the authorized structure or work, or injury which may be caused from existing or future operations undertaken by the United States in the public interest. 2 #26 Permanent reflectors should be attached to the structure in order to make it more visible during hours of darkness or inclement weather. NOTE: The project site is located in an area having a high probability of containing cultural resources such as artifacts, human remains, etc. If such materials are encountered, the permittee must immediately stop work and notify the District Engineer, Wilmington Corps of Engineers at (919) 251-4629 and the N.C. Division of Coastal Management at (919) 726-7021. NOTE: A copy of this permit is being forwarded to the Department Z of Administration (DOA), State Property Office, from which you must receive an easement prior to proceeding with your project. Contact a representative of the DOA at (919) 733-4346 for more information about easements. NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This Plan must be filed at least thirty (30) days prior to the beginning of any land -disturbing activity. Submit this Plan to the Department of Environment, Health and Natural Resources, Land Quality Section, Wilmington. J NOTE: The permittee and/or his contractor is urged to meet with Division of Coastal Management prior to project initiation. I v NOTE: Future development on the permittee's property may require a modification of this permit. Contact a representative of this Division at (919) 726-7021 prior to commencement of any such activity for this determination. cc: Charles S. Jones Jeff Richter State of North Carolina Department of Environment, Health and Natural Resources Division of Coastal Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary Roger N. Schecter, Director May 1, 1996 MEMORANDUM: TO: Kathy B. Vinson, District Planner Division of Coastal Management FROM: John R. Parker, Jr. Major Permits Processing Coordinator C) FEE HNFR SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: Bruce D. Morton & Billy E. Morton (Shell Rock Landing Campground) Project Location: a highground boat basin off of the AIWW @ the end of SR1503 (Shell Rock Landing Road), near the community of Bear Creek Proposed Project: to refurbish the existing boat basin at the campground by conducting maintenance dredging and constructing replacement docks, boat ramps, and new bulkheads around the basin Please indicate below your office's position or viewpoint on the proposed project and return this form by May 21, 1996. If you have any questions regarding the proposed project, please contact Jim Mercer at (919) 726- 7021. When appropriate, in-depth comments with supporting data is requested. REPLY: 'J V_ This office has no objection to the project as proposed. dBmM S a 7'ye&.6 C . This office has no comment on the proposed project. This office approves of the project only if the recommended changes are incorporated. See attached. This office objects to the project for reasons described in the MAY 23 1996 Cu SIGNED- DATE S urlerMANAGEMENT obb, 3S ., ore ea ity, North r Ina o Telephone 919-726-7021 FAX 919-247-3330 An Equal Opportunity Affirmative Action Employer 50%recycled/ 10%post-consumer paper _ G J 4 _ 4 Ak 14 TO: John Parker FROM: Kathy Vinson SUBJECT: Consistency Determination, Bruce D. Morton & Billy E. Morton (Shell Rock Landing Campground), Onslow County DATE: May 22, 1996 The applicants propose to refurbish an existing boat basin at the Shell Rock Landing Campground by conducting maintenance dredging and constructing replacement docks, boat ramps and new bulkheads around the basin. Currently there are 16 boat slips in the basin. According to the application, the proposed work will provide 16 slips, with no increase in capacity. The project is located off the AIWW, at the end of SR 1503 (Shell Rock Landing Road), near the Bear Creek community in Onslow County. Areas of Environmental Concern (AECs) impacted by the work include the ORW Estuarine Shoreline, Estuarine Waters and Coastal Wetlands. Waters at the project site are classified as SA-ORW and are open to the harvesting of shellfish. The area is not a Primary Nursery Area. I have reviewed this proposal for consistency with the 1991 Onslow County Land Use Plan (LUP) Update and offer the following comments. The general area of the project is classified as Limited Transition, while the AECs impacted by the proposed work are classified as Conservation. The Onslow County Land Use Plan describes the Limited Transition classification as suitable for mixed uses, including commercial purposes (Page 261). The Conservation classification is discussed on Pages 263-265 of the LUP. Onslow County allows uses consistent with the 15A NCAC 7H Use Standards in the Estuarine Shoreline, Estuarine Waters and Coastal Wetlands AECs. Relevant policies contained in the Plan include Resource Protection Policies for AECs (Pages 203-208), which reiterate the County's concurrence with state standards for development. These policies also state that within ORW waters, all development must be consistent with the appropriate ORW Management Plan. Additionally, Onslow County prohibits any marina expansion within the Bear Island and Stump Sound ORWs. Onslow County has determined that the addition of even a single slip constitutes an expansion (Page 207). Fragile Areas policies contained on Pages 212-214 reiterate Onslow Couhty's prohibition against marina expansion in ORW areas. Bulkhead Installation Policies are found on Page 221 and allow bulkheads which are consistent with the 7H Use Standards. Provided no increase in docking capa beyond the existing 16 slips is created by the work, and p ovided all ate requirements are satisfied, this project appears o be consiste with the 1991 Onslow County Land Use Plan Update. cc: Preston Pate Charles Jones Reid Tunstall State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director APPROVAL of 401 Water Quality Certification Mr. Bruce Morton and Billy Morton 136 Sheilrock Lane Huber, NC 28539 Dear Mr. Morton: ATa* ID FE F1 June 8, 1996 Onslow County DEM Project # 960415 You have our approval to place fill material in 1,100 square feet of wetlands or waters for the purpose of refurbish a boat basin by maintenance dredging and constructing new docks, ramps and bulkheads at Shell Rock Landing of SR 1503), as you described in your application dated 3 May 1996. After revie g your apply ation, we have decided that this fill is covered by General Water Quality Ce�cati Number 3025. This approval is only valid for sign that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. For this approval to be valid, you must follow the conditions listed in the attached certification. In addition, you should get any other federal, state or local permits before you go ahead with your project. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Environmental Management under Section 401 of the Clean Water Act. If you have any questions, please telephone John Domey at 919-733- 1786. Sincerely, C"CIFIVE9 eston�r. P.E.Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Wilmington Field Office Wilmington DEM Regional Office Mr. John Domey Central Files John Parker; DCM 960415.1tr Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer • 50% recycled/l0% post consumer paper w To: John Dorney Environmental Sciences Branch DIVISION OF ENVIRONMENTAL MANAGEMENT CAMA MAJOR PERMIT APPLICATION REVIEW REGIONAL OFFICE STAFF REPORT AND RECOMMENDATIONS REVIEWER: GREGSON WQ SUPERVISOR: ADKINS DATE: May 28, 19% WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING PERMTT YR: 96 PERMIT NO.: 960415 COUNTY: Onslow PROJECT NAME: Bruce D. Morton & Billy E. Morton (Shell Rock Landing Campground) PROJECT TYPE: Boat Basin PERMIT TYPE: CAMA COE #: N/A DOT#: N/A RCD FROM CDA: DCM DATE FROM CDA: May 3, 1996 REG OFFICE: WiRO RIVER AND SUB BASIN#: 030501 *STREAM OR ADJACENT WATER BODY: AIWW CLASS: SA ORW STREAM INDEX #: 19-41-(15.5) *OPEN OR CLOSED: Open WL IMPACT: N/A WL TYPE: SM WL REQUESTED: 0.012 WL ACR EST: Yes n WL SCORE: N/A MITIGATION: N/A MITIGATION TYPE: N/A O �O MITIGATION SIZE: N/A RATING SHEET ATTACIIED?: N/A RECOMMENDATION:ISSUE S er STORMWATER PLAN REQ'D: Yes IF YES, DATE APPROVED: PROJECT DESCRIPTION: The applicant proposes to refurbish an existing boat basin. WATER QUALITY CERT. (401) CERT. REQ'D: Yes IF YES, TYPE: General Certifica ion #302 SEWAGE DISPOSAL TYPE OF DISPOSAL PROPOSED: Existing Septic Tanks TO BE PERMITTED BY: N/A IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE: N/A WATER/WETLAND FILL AREA OF FILL - WATER: WETLq. ft. IS FELL ELIMINATING A SIGNIFI USE? No IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS OF RESOURCE? No IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? Yes 960415.may Page Two RECOMMENDED CONDITIONS OR PERMIT RESTRICTIONS: That the project be done in such a manner so as to not cause turbidity outside the immediate construction area to exceed 25 NTU. cc: Central Files Wilmington Regional Office Files DCM-Charles Jones John Parker YRECEIVE� JUN ons�A ,WRE MEN" m o� oot o� a hbhh" DATE Dffl". I My iin S",f!l, Rock I u [I fic 1.,1 zll,,111-11, fol ('f i1!- Jl C: K I 1" ("3 f State of North Carolina Department of Environment, Health and Natural Resources Division of Coastal Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary Roger N. Schecter, Director May 1, 1996 MEMORANDUM: TO: Mr. Charles Gardner, Director Division of Land Resources FROM: John R. Parker, Jr. Major Permits Processing Coordinator /\ �:' C) FEE rL, -INFO 92 MAY 0 3 1996 JU DIVISION OF COASTAL MANAGEMENT SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: Bruce D. Morton & Billy E. Morton (Shell Rock Landing Campground) Project Location: a highground boat basin off of the AIWW Q the end of SR1503 (Shell Rock Landing Road), near the community of Bear Creek Proposed Project: to refurbish the existing boat basin at the campground by conducting maintenance dredging and constructing replacement docks, boat ramps, and new bulkheads around the basin Please indicate below your agency's position or viewpoint on the proposed project and return this form by 21, 1996. If you have any questions regarding the proposed project, please contact Jim M 3f' 7021. When appropriate, in-depth comments with supporting data is requested. RECENEO 7 1996 ..,,,.crGt. REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. rwEJTe:.orJ LE20Sra!) CflJteoc PvF,v 4PG/20vgr_ Musr at3E7Arn�1� Foe- T,als P2DJtCT. This agency objects to the project for reasons described in the attached comments. SIGNED DATE /"1A`L L 199 6 _ x en e o ea ity, North o elepho 919-7267021 FAX 919-247-3330 An Equal Opportunity Affirmative Action Employer 50%recycled/ 10%post-consumer paper r State of North Carolina Department of Environment, Health and Natural Resources Division of Coastal Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary Roger N. Schecter, Director May 10, 1996 MEMORANDUM TO: Mr. Charles R. Fullwood, Jr., Director Wildlife Resources Commission Attn: Habitat Conservation Program ryczlm SUBJECT: John Parker, Jr. Major Permits Processing Coordinator �w ®EHNFR CAMA/DREDGE & FILL Permit Application Review APPLICANT: Bruce D. & Billy E. Morton/Shell Rock Landing Campground PROJECT LOCATION: End of SR1503 (Shell Rock Landing Rd..), Onslow Co. PROPOSED PROJECT: To refurbish the existing boat basn, etc. RECEIVED MAY 221996 COASTAL MANAGEMENT Please indicate below your agency's position or viewpoint on the proposed and return this form by May 31, 1996. If you have any questions regarding the proposed project, please contact John Parker at 733- 2293. When appropriate, in-depth comments with supporting data are requested. REPLY This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project, only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. Signed , wuzip P,,,51.,1—'i,+.:p, comd:..�Date 6-AI-5(a Ncu�uc- May 21, 1993 P.O. Box27687, ��y� FAX 919-733-1495 Raleigh, North Carolina 27611-7687 N�� CAn Equal Opportunity/Affirmative Action Employer Voice 919-733-2293 50% recycled/10% post -consumer paper ® North Carolina Wildlife Resources Commission KN 512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391 Charles R. Fullwood, Executive Director MEMORANDUM TO: John R- Parker, Jr., Coordinator Major Permits Processing Section Division of Coastal Management, DEHNR 2 FROM: 1i3 William Wescott, Coastal Coordinator Habitat Conservation Program DATE: May 21, 1996 SUBJECT: CAMA/Dredge and Fill Permit Application for Bruce & Billy Morton/Shell Rock Landing Campground, end of SR1503, Onslow County. Biologists on the Wildlife Resources Commission staff have reviewed this permit application and are familiar with habitat values of the project area. A site visit was conducted on May 20, 1996. Our comments are provided in accordance with provisions of the Coastal Area Management Act (G.S. 113A-100 through 113A-128), as amended, and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661 et seq.). The applicant proposes to maintenance dredge a man-made basin, construct new docks, boat ramp, and new bulkheads around the basin. The waters at the site are classified as SA-ORW and are open to shellfish harvest. The adverse impact anticipated to result from the project is turbidity associated with dredging. Elevated turbidity could reduce water quality and stress marine organisms in the area, particularly during warm weather. Excessive turbidity could be detrimental to the larval stage of marine organisms. Considering the quality of the water and the estuarine system, we request a dredging moratorium between April 1 and September 30. According to the maps provided with the application, the mou o asin is approxmrately 80 ft. wide. The project site can be isolated from adjacent surface waters by positioning a silt curtain/boom across the mouth of the basin. The silt curtain/boom should be installed prior to dredging and remain in place for a minimum of 72 hours after dredging is complete. We appreciate the opportunity to review and comment on this project. If you need further assistance or additional information, please contact William Wescott at (919) 9274016. State of North Carolina Department of Environment, Health and Natural Resources v Division of Marine Fisheries 1 ANNUMMMUMOdIL A� James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary Bruce L. Freeman, Director 23 May 1996 MEMORANDUM TO: John R. Parker, Jr. Major Permits Processing Coordinator FROM: P.A. Wojciechowski/.�l'l�j SUBJECT: CAMA/DREDGE & FILL Permit Application Bruce D. Morton & Billy E. Morton (Shell Rock Landing Campground) Attached is the Division's reply for the above referenced project. If you have any questions, please don't hesitate to contact me. PAW/bc P.O. Box 769, Morehead City, North Carolina 28557-0769 Telephone 919-726-7021 FAX 919-726-0254 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper VFW. State of North Carolina 17 Department of Environment, WYWA Health and Natural Resources • Division of Coastal Management . )A James B. Hunt, Jr., Governor � - Jonathan B. Howes, Secretary C) E H N F1 Roger N. Schecter, Director FD �11D May 1, 1996IggMEMORANDUM: R./SUBLANDS TO: Mr. Bruce L. Freeman, Director Division of Marine Fisheries FROM: John R. Parker, Jr. Major Permits Processing Coordinator SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: Bruce D. Morton & Billy E. Morton (Shell Rock Landing Campground) Project Location: a highground boat basin off of the AIWW Q the end of SR1503 (Shell Rock Landing Road), near the community of Bear Creek Proposed Project: to refurbish the existing boat basin at the campground by conducting maintenance dredging and constructing replacement docks, boat ramps, and new bulkheads around the basin Please indicate below your agency's position or viewpoint on the proposed project and return this form by May 21, 1996. If you have any questions regarding the proposed project, please contact Jim Mercer at (919) 726- 7021. When appropriate, in-depth comments with supporting data is requested. J REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objectsV the project for reasons described in the attached comments. SIGNED /�/ / / DATE oC d ✓L1 wL 41 G P.O. Box 769, 3441 Arendell St., Morehead City, North Carolina 28557 Courier #11-12-09 Telephone 919-726-7021 FAX 919-247-3330 An Equal Opportunity Affirmative Action Employer 60% recycled/ 10% post -consumer paper State of North Carolina Department of Environment, Health and Natural Resources Division of Coastal Management James B. Hunt, Jr., Governor Jonathan B, Howes, Secretary Roger N. Schecter, Director May 15, 1996 MEMORANDUM TO: P. A. "Ski" Wojciechowski Division of Marine Fisheries A1t INA [:)EHNFR �I Li7iR./SUBLANDS 1 FROM: John Parker o RFcFIVEO � Major Permits Processing Coordinator MAY 21 i;,96 SUBJECT: CAMA/Dredge and Fill Permit Application Review MAW `ryVtNT APPLICANT: Bruce D. & Billy E. Morton/Sheil Rock Landing Cam PROJECT LOCATION: End of SR1503 (Shell Rock Landing Rd.), Onslow Co. PROPOSED PROJECT: To refurbish the existing boat basin, etc. Please indicate below your agency's position or findings on the proposed project as it relates to matters of public trust. If you have any questions regarding the proposed project, contact John Parker at 733-2293 or the DCM field representative for the project. This form should be used only for tracking and intra-agency commenting. REPLY There are no known public trust conflicts with the project location or design. There appear to be public trust conflicts that require additional investigation. Approximately _ days additional review time is needed. s� It is recommended that changes be made to the project to reduce or eliminate public trust conflicts, as discussed in the attached memo. G✓E AIAX0 ?' ff^pw /F •6 IV447viv 0'W- a'" '•f�faSL 4/tacx • O. n, a*ra�' h'.sr i+-e �i✓/.r.Frr iii TaJsE .Oi+-�.�,on 7Y cc,�.7ic r�i1< �dr, SignedDate 771VAt ifwh Crited'%O,Lf of //L1ifc ,.s0-.0 SL�4A'/rTiLd /f � /vv...9/7' �.•ry j ••�� O.,(.«-r/a.. cscLJ /E"T� . c�ti.rtcT P.O. Box 27687, �`y- FAX 919-733-1495 Raleigh, North Carolina 27611-7687 Nr� C An Equal Opportunity/Afflmxfte Action Employer Voice 919-733-2293 50% recycled/ 10% post -consumer paper State of North Carolina Department of Environment, Health and Natural Resources Division of Coastal Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary Roger N. Schecter, Director May 31, 1996 u ul::►4T TO: Mr. Joe Henderson, Acting Director State Property Office Department of Administration FROM: SUBJECT: John Parker, Jr. Major Permits Processing Coordinator 1� IDEHNR CAMA/DREDGE & FILL Permit Application Review APPLICANT: Bruce D. & Billy E. Morton/Shell Rock Landing Campground PROJECT LOCATION: End of SR1503 (Shell Rock Landing Rd.), Onslow Co. PROPOSED PROJECT: To refurbish the existing boat basin, etc. REC NEO MAY 311996 Cukz,i i'1 MANAGEMENT Please indicate below your agency's position or viewpoint on the proposed project and return this form by May 31, 1"6. If you have any questions regarding the proposed project, please contact John Parker at 733-2293. When appropriate, in-depth comments with supporting data are requested. REPLY This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project, only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. Signed / � G�c.�--- (,J Date5PLO I P.O. Box 27687, zlw�y� FAX 919-733-1495 Raleigh, North Carolina 27611-7687 An Equal Opportunity/Affirmative Action Employer Voice 919-733-2293 50% recycled/ 10% post -consumer paper State of North Carolina Department of Environment, Health and Natural Resources Divisi6n of Coastal Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary Roger N. Schecter, Director u TWA U1 y1XV0 u TO: FROM: SUBJECT: May 31, 1996 Mr. Larry R. Goode, Phd., P.E. Highway Administrator Division of Highways John Parker, Jr. Major Permits Processing Coordinator A � IDEHNFR CAMA/DREDGE & FILL Permit Application Review APPLICANT: Bruce D. & Billy E. Morton/Shell Rock Landing Campground PROJECT LOCATION: End of SR1503 (Shell Rock Landing Rd.), Onslow Co. PROPOSED PROJECT: To refurbish the existing boat basin, etc. Please indicate below your agency's position or viewpoint on the proposed project and return this form by May 31,1996. If you have any questions regarding the proposed project, please contact Jo t 733-2293. When appropriate, in-depth comments with supporting data are requested. _, w /44 i u REPLY This agency has no objection to the project as proposed � 21 1 96 MANAGEMENT This agency has no comment on the proposed project. This agency approves of the project, only if the recommended incorporated. See attached. This agen obj is the project for reasons described in the attached comments. Signed Cam/" Date Jr )C1�91�� P.O. Box 27687, �`�FAX 919-733-1495 Raleigh, North CaroYna 27611-7687 N 4 C An Equal FAX Action Employer Volce 919-733-229350% recycled/ 10% post -consumer paper IV State of North Carolina Department of Environment, Health and Natural Resources Division of Coastal Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary Roger N. Schecter, Director May 1, 1996 Iul»13 C�] TO: Mr. William A. McNeil, Director Division of Community Assistance FROM: John R. Parker, Jr. Major Permits Processing Coordinator AT •�' 1:3FEE HNF1 MAY 0 3 1996 DIVISION OF COASTAL MANAGE SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: Bruce D. Morton & Billy E. Morton (Shell Rock Landing Campgrm' Project Location: a highground boat basin off of the AIWW @ the end of SR1503 Road), near the community of Bear Creek Y' 4 RECOVED MAY14 1996 C,0&iTAL MM O EWNT Proposed Project: to refurbish the existing boat basin at the campground by conducting maintenance dredging and constructing replacement docks, boat ramps, and new bulkheads around the basin Please indicate below your agency's position or viewpoint on the proposed project and return this form by May 21, 1996. If you have any questions regarding the proposed project, please contact Jim Mercer at (919) 726- 7021. When appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. SIGNED DATE o ox ren a ore ea City, North Caroinourier Telephone 919-726-7021 FAX 919-247-3330 An Equal opportunity Affirmative Action Employer 50%recycled/ 10%post-consumer paper State of North Carolina Department of Environment, Health and Natural Resources Division of Coastal Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary Roger N. Schecter, Director MEMORANDUM TO: FROM: SUBJECT: APPLICANT: May 31, 1996 Ms. Renee Gledhill -Early Environmental Review Coordinator Division of Archives and History John Parker, Jr. Major Permits Processing Coordinator AL r� ter_ ®EHNF;Z CAMA/DREDGE & FILL Permit Application R c� EO JUN 7 1996 COASM NMNAGEMEW Bruce D. & Billy E. Morton/Shell Rock Landing Campground PROJECT LOCATION: End of SR1503 (Shell Rock Landing Rd.), Onslow Co. PROPOSED PROJECT: To refurbish the existing boat basin, etc. Please indicate below your agency's position or viewpoint on the proposed project and return this form by May 31,1996. If you have any questions regarding the proposed project, please contact John Parker at 733-2293. When appropriate, in-depth comments with supporting data are requested. REPLY This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project, only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. Signedg(ALZ - ✓/ Date �'1S/� P.O. Box 27687. y�FAX 919-733-1495 Raleigh, North Carolina 27611-7687 Nir -C An Equal Opportunity/Affirmative Action Employer Voice 919-733-22930".9120aw. 50% recycled/10% post -consumer paper a. State of North Carolina Department of Environment, Health and Natural Resources Division of Coastal Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary Roger N. Schecter, Director May 31, 1996 MEMORANDUM TO: Mr. John Sutherland, Chief Water Planning Section Division of Water Resources FROM: John Parker, Jr. Major Permits Processing Coordinator EDEHNFR DMS0J 0-F VVATER RESWRCL'$ SUBJECT: CAMA/DREDGE & FILL Permit Application Review APPLICANT: Bruce D. & Billy E. Morton/She11 Rock Landing Campground PROJECT LOCATION: End of SR1503 (Shell Rock Landing Road), Onslow Co. PROPOSED PROJECT: To refurbish the existing boat basin, etc. Please indicate below your agency's position or viewpoint on the proposed project and return May 31,1996. If you have any questions regarding the proposed project, please contact e 733-2293. When appropriate, in-depth comments with supporting data are requested. ft��E"490 J00,r�`��Nt REPLY This agency has no objection to the project as proposed. v k This agency has no comment on the proposed project. This agency approves of the project, only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. Signed Date P.O. Box 27687, N�`y. FAX 919-733-1496 Raleigh, North Carolina 27611-7687 An Equal Opportunity/Afflrmattve Acton Employer Voice919-733-22937!R7 50%recycled/10%post-consumer paper DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: Bruce D. Morton and Billy E. Morton / Shell Rock Landing Campground 2. LOCATION OF PROJECT SITE: A highground boat basin off the AIWW, at the end of SR #1503 (Shell Rock Landing Road) near the Bear Creek Community in Onslow County. Photo Index - 1995: Strip #33 Frame #422 @ J&K-2 1984: Strip #27 Frame #1135 @ D&E-8 1989: Strip #165 Frame #8 @ H&I-14 1978: Strip #24 Frame #121 @ K&L-19 State Plane Coordinates - X: 2569100 Y: 333200 USGS 7.5 MIN. TOPOGRAPHIC QUADRANGLE "HUBERT" PR 1971 3. INVESTIGATION TYPE: CAMA / Dredge & Fill 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 26 April 1996 Was Applicant Present - No 5. PROCESSING PROCEDURE: Application Received - April 23, 1996 Office - Morehead City 6. SITE DESCRIPTION: (A) ,, Local Land Use Plan - Onslow County Land Use Plan Up -date 1992 Land Classification From LUP - Limited Transition / Conservation (B) AEC(s) Involved: Estuarine Shoreline (ORW), Estuarine Waters, Coastal Wetlands (C) Water Dependent: Yes (D) Intended Use: Commercial Boat Basin at Campground. (E) Wastewater Treatment: Existing - Septic Systems for Campsites Planned - None (F) Type of Structures: Existing - Boat Basin, Ramp, Docks, Bulkhead Planned Replace Docks, Ramp, Bulkheads, New Fishing Pier (G) Estimated Annual Rate of Erosion: 2 to 3 feet Source - Personal Observations 7. HABITAT DESCRIPTION: DREDGED FILLED OTHER (A) Vegetated Wetlands Saltmarsh cordgrass / Bulkhead / Excavation 1,125 sq. ft. 560 sq. ft. (B) Non -Vegetated Wetlands Boat Basin / Channel 24,370 sq. ft. Fishing Pier / AIWW 774 sq. ft. Riprap / Channel 540 sq. ft. (C) Other Highground / Spoil 13,000 sq. ft. / Riprap Beach 600 sq. ft. (D) Total Area Disturbed: Approximately 4 Acres (E) Primary Nursery Area: No (F) Water Classification: SA / Open / ORW FIELD INVESTIGATION REPORT: Bruce D. Morton and Billy E. Morton Shell Rock Landing Campground PAGE #2 8. PROJECT SUMMARY: The applicant proposes to refurbish the existing boat basin at the campground by conducting maintenance dredging and constructing replacement docks, boat ramps and new bulkheads around the basin. 9. NARRATIVE DESCRIPTION: The project site known as the Shell Rock Landing Campground is located about 4 miles southwest of Swansboro at the end of State Road #1503 which is also known as the Shell Rock Landing Road in Onslow County. The project site consists of two deeded tracks of land owned by the respective applicants. The property contains approximately 3.52 acres of land adjacent to the Atlantic Intracoastal Waterway situated between Queens Creek and Saunder Creek near the community of Bear Creek. The rural vicinity around Shell Rock Landing is an un- zoned, unincorporated area in Onslow County. Like most other rural areas in Onslow County, the project site is serviced by the county drinking water system. The entire project site is located within the 575 Fr. Estuarine Shoreline AEC that adjoins the Outstanding Resource Waters (ORW) along this section of the sound. The surface waters are also classified as "SA" and they are "open" to the harvesting of shellfish. The aerial photographs referenced on the front of this report provides a 17 year historical sequence of the project site from 1978 to 1995. The focal point of the property and the subject of the CAMA / Dredge & Fill application is the man-made boat basin originally excavated into the highground. The project was first authorized in November of 1970 by the Corps of Engineers Permit No. 265. Misters Morton, have operated and maintained the property as a commercial boat ramp and campground for the past several years. There are 16 boat slips in the basin. Although seven of the old finger piers will be removed, the application states that only 16 wet slips will be provide upon completion of the project. The emphasis of the proposed project is to restore the usable water depths in the basin and stabilize the interior shoreline with bulkheads. A late addition to the workplat drawing and applicant's permit request includes the construction of a "fishing pier" on the primary shoreline providing pedestrian access to the surface waters immediately adjacent to the A1WW. As proposed, the require maintenance dredging / excavation has been divided into 4 sections: "A" is the northern leg of the basin with the shallowest water depths and the most saltmarsh cordgrass involved; "B" is the entrance channel connecting the basin with the open waters adjacent to the AIWW; "C" and "D" make up the east leg of the basin and provide access to the boat ramp. The combined area of the basin is approximately 24,370 sq. ft. or about 0.56 acres. The maintenance activities will restore an overall water depth of -4 FT. on mean low tide. Some of the excavation near the boat ramp and around the shoreline will be accomplished by a equipment such as a backhoe. Other section of the basin will be dredged by using a small hydraulic pump. The estimated spoil materials some 1,734 cubic yards of mud and sand will place in the highground disposal area on the north side of the basin. The spoil area is a large open grassed field that slope towards the basin. The project plans show the area will be dike with a vegetated berm. Maintenance dredging will displace about 1,125 square feet of marsh grass dominated by saltmarsh cordgrass. FIELD INVESTIGATION REPORT: Bruce D. Morton and Billy E. Morton Shell Rock Landing Campground PAGE k2 Once of maintenance dredging has been accomplished, the shoreline will be stabilized with bulkhead. Along the north side of basin "C" and "D", about 100 feet of new bulkhead will be installed. In order to create a straight alignment, the new bulkhead will cut off an small boat slip measuring 10 ft. by. 15 ft. and occupied by saltmarsh. Elsewhere _ along 'the alignment, the bulkhead should be installed landward of the narrow fringe (1.5 ft.) of marsh that skirts the shoreline. The same marsh grass situation occurs along the shoreline in section "A". As proposed, approximately 255 feet of new bulkhead will be installed landward of the fringe marsh grass. All of the existing forger -piers along the new bulkhead will be removed. The workplat drawing also calls for the construction of a new dock running parallel to the bulkhead in basin section "A" and "B". Approximately 406 feet of dock measuring 6 feet wide will connect access to the boat ramp. In combination with the maintenance excavation, the new dock will allow 16 boats 20 to 25 feet long to be tied to the new structure. The existing boat ramp is located at the east end of basin "D". The 12 foot wide ramp is in disrepair and the applicant proposes to not only resurface the ramp but expand it to a full 18 feet wide.. A small area of marsh grass on the side of the ramp will be displaced by the new launching facility. The last item being proposed is a fishing pier to be locate on the primary shoreline adjacent. to the AIWW. The overall length of the pier will be 55 feet and this includes a 6 ft. wide by 80 ft. long T-Head platform. Although the water depths are shown to be -3 ft. on mean low tide, the new pier appears to be within 15 feet of the of the AIWW. There is no red channel marker near the proposed pier and so the workplat drawing was corrected by this office using a black marker. 10. ANTICIPATED IMPACTS:. The proposed project will displace approximately 1,685 square feet of saltmarsh cordgrass within the man-made boat basin. The build up of sediments and marsh vegetation in the basin has been allowed to occur since the basin was originally permitted about 26 years ago. The actual maintenance dredging will restore the -4 foot water depth over approximately 24,370 square feet on subaqueous bottomland. The new fishing pier on the AIWW will occupy an estimated 774 square feet of estuarine surface waters on the Outstanding Resource Waters in this section of the Western Bogue Sound ORW. If the overall length of the pier does not exceed the length of the other pier along the same shoreline; it should not pose a problem to navigation. PREPARED BY: JAMES L. MERCER DATE: APRIL 30, 1996 fit ceSs C h i�el �n x into x3' 0 rb4441 l vItt- vL15 4-b cUb1G ycl } �H � 4j4* Cub%c x yY pO•�Y�r�,l. � q{RSn t±,Ci 7 s r1 0 .y.. � QD 1f W � �• �.� _... i -box cub%c DaeA_),-A ", "TAM) be baeJge-1 34b Cuh%e AS M Lid so u To4al CAie-yj, }p bC Amelvi lstoo cula;t- Y-" �Ql,'s 'VaRke1k— TO: PERMIT REVIEW AGENCIES FROM: JAMES L. MERCE SUBJECT: WORKPLAT DRAWINGS SHELLROCK LANDING CAMPGROUND BRUCE MORTON AND BILLY MORTON ONSLOW CO. DATE: May 2, 1996 The enclosed workplat drawings for the referenced project were inadvertently left out of the package that was mailed to you earlier in this week. Sorry for the mix-up and thanks for your help. O Q � {�1f^•f�r�• rf{rFrS i 4, t�/} 7, ri DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS P.O. BOX 1890 WILMINGTON, NORTH CAROLINA 28402-1890 REPLY TO ATrENrK)N OF July 29, 1996 Regulatory Branch Action ID No. 199603574 Mr. John Parker Division of Coastal Management North Carolina Department of Environment, Health, and Natural Resources Post Office Box 27687 Raleigh, North Carolina 27611-7687 Dear Mr. Parker: Reference the application of Bruce D. and Billy E. Morton for a Department of the Army permit to construct a bulkhead, excavate 24,370 square feet of non -vegetated shallow bottom, rip -rap a channel and construct a fishing pier at the Shell Rock Landing Campground, adjacent to the Intracoastal Waterway, near Hubert, Onslow County, North Carolina. The initial application requested authorization for dredging approximately 1,125 square feet of vegetated marsh. Correspondence received from the applicant since the initial application states that no marsh will be excavated. This is in keeping with recommendations from the National Marine Fisheries Service and has been noted in the following permit condition recommendations. The Federal agencies have completed review of the proposal as presented by the application and your field investigation report. We recommend that the following conditions be included in the State authorization: 1. All work authorized by this permit must be performed in strict compliance with the permit plans. 2. The bulkhead will be positioned landward of the vegetated marsh, with the exception of a 10 foot by 15 foot old boat slip (as identified in the bio report) which is vegetated with saltmarsh. 3. All backfill materials will be obtained from a highground source and confined landward of the permitted bulkhead. 4. All excavated materials will be confined landward of the mean high water (MHW) elevation contour and any regularly or irregularly flooded vegetated wetlands within adequate dikes or other retaining structures to prevent spillover of solids into any vegetated wetlands or surrounding waters. 5. No excavated or fill materials will be placed at an temporarily) in any vegetated wetlands or waters. 6. No vegetated wetlands will be excavated or filled, exception of the 10 by 15 foot old boat slip to be filled. n 7. Excavation will not exceed 4 feet below the elevation of mean low water (MLW). B. The permittee's scheme of development, of which the authorized work is a part, contemplates the presence of structures and their attendant utilities on lands subject to an easement in favor of the United States for the operation, maintenance, improvement, and enlargement of the Atlantic Intracoastal Waterway (AIWW). Accordingly, the permittee will be required to remove such structures and improvements at his own expense in the event that, in the judgment of the U.S. Army Corps of Engineers acting on behalf of the United States, the lands are needed at any time for any purpose within the scope of the easement. Permanent buildings will not be constructed within the easement. 9. The bulkhead's backfill material will be clean and free of any pollutants except in trace quantities. Metal products, organic materials, or unsightly debris will not be used. 10. No attempt will be made by the permittee to prevent the full and free use by the public of all navigable waters at or adjacent to the authorized work. Use of the permitted activity must not interfere with the public's right to free navigation on all navigable waters of the United States. 11. The permittee will maintain the authorized work in good condition and in conformance with the terms and conditions of this permit. The permittee is not relieved of this requirement if he abandons the permitted activity without having it transferred to a third party. 12. The activity will be conducted in such a manner as to prevent a .. significant increase in turbidity outside the area of construction or ., construction -related discharge. Increases such that the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not considered significant. 13. This Department of the Army permit does not obviate the need to obtain other Federal, State, or local authorizations required by law. 14. This permit does not grant any property rights or exclusive privileges. 15. In issuing this permit, the Federal Government does not assume any liability for: a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. b. Damages to the permitted project or uses thereof as a result of current or future Federal activities initiated on behalf of the general public. c. Damages to other permitted or unpermitted activities or structures caused by the authorized activity. 2 d. Design and construction deficiencies associated with the permitted work. e. Damage claims associated with any future modification, suspension, or revocation of this permit. Questions or comments may be addressed to the undersigned at telephone (910) 251-4636. Sincerely, h�of f,C:cter Project Manager Wilmington Regulatory Field Office Copies Furnished: Mr. John Dorney Division of Water Quality North Carolina Department of Environment, Health, and Natural Resources 4401 Reedy Creek Road Raleigh, North Carolina 27607 Mr. John Hefner U.S. Fish and Wildlife Service Fish and Wildlife Enhancement Post Office Box 33726 Raleigh, North Carolina 27636-3726 Mr. Larry Hardy National Marine Fisheries Service Pivers Island Beaufort, North Carolina 28516 Mr. Thomas Welborn, Chief Wetlands Regulatory Section - Region IV Wetlands, Oceans and Watersheds Branch U.S. Environmental Protection Agency 345 Courtland Street Atlanta, Georgia 30365 Mr. Charles Jones, District Manager Morehead City Regional Office North Carolina Division of Coastal Management 3441 Arendell Street Post Office Box 769 Morehead City, North Carolina 28557 Blind Copy Furnished: CESAW-CO-RS/Ramel 3 ix a Nol June 10, 1996 Jeffrey H. Richter Project Manager Willmington Regulatory Field Office Reference : Action ID No. 199603574 Dear Mr. Richter: I received your letter requesting addition information to be in full compliance with the MOA. A. Information regarding any other alternatives to the work for which 1 have applied and justification that the selected plan is the least damaging to water or wetland areas. Response: I had Jim Mercer (CAMA) meet with me prior to submitting the application for permit. During the site evaluation Mr. Mercer made recommendations as to the best methods to reduce any damage to the water or wetlands. I agreed to apply as instructed and have done so. In our meetings I cannot recall any alternatives that could be used. that would be more affective. 3. Steps taken for appropriate_ and practical steps to reduce :'ti�tland losses. Response: No wetlands will reed to be crossed to perform construction and repairs. The excavated material will be placed in a diked area, screened, with a overflow. The permit request the installation of bulkhead and using riprap to control erosion from tide and wave action from passing large motorcraft. I expect no wetland, loss or damage. SENT 'gv:r,Irr_ c;cn 7iszrict 1-15-H : 10:51 USACE-3eg, 8rar,r,h-+ 1# 4 C. Mitigation�r all unavoidable adverse impacts remaining after all appropriate and practical minimization has been completed. Response: Over the years marsh grass has established itself along the edge of the shoreline. As the drawings show, most of the marsh that has been established will be left with a five foot buffer to allow it to protect the shoreline. it was recommended by Mr. Flercer to remove a minimal amount on the north side of the basin to enable the construction of the bulkhead and stop erosion that would continue even though the marsh would remain. Mr. Mercer and Myself have agreed to leave all - marsh as is except as noted on the drawing, If further assistance is needed Z will cooperate fully. Sincerely, t _ Bruce D Morton L SE^Jt BY:,A, _s rict 7-15-96 r 10:51 USAGE —Reg, Srancn— ;4 2 I S �q9� • s • �n • L REPLY TO ATTENTION OF DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS P.O. BOX 1890 WILMINGTON, NORTH CAROUNA28402-1890 , �L-0� 3, 1qq (o Regulatory Branch _ Action ID. Applicant 1(,L o� �\1-1 �- Waterway (i \`�� County Lna,\ .� Type Work Mr. Larry Hardy National Marine Fisheries Service, NOAA Fr✓cr3 I=land Beaufort, North Carolina 28516 Field Supervisor Fish and Wildlife Enhancement U.S. Fish and Wildlife Service Post Office Box 33726 Raleigh, North Carolina 27636-3726 Mr. Thomas Welborn, Chief Wetlands Regulatory Section -Region IV Wetlands, oceans and Watersheds Branch U.S. Environmental Protection Agency 345 Courtland Street Atlanta, Georgia 30365 Gentlemen Mr. John Parker Division of Coastal Management North Carolina Department of Environment, Health and Natural Resources Post Office Box 27687 Raleigh, North Carolina 27611-7687 ��lc- ha�ICS JOY1�5 �oCthf.gc� C'�4 Regional office Division of Coastal Management North Carolina Department of Environment, Health and Natural Resourc s �os't oa cL ox _X �L Pursuant to Action ID No. 198000291, the CAMA-Corps general permit/processing agreement, a State Field Investigation Report is enclosed. Your commecn \ck?s and/or recommendations would be appreciated on or before �U Questions or comments may be addressed to y+ r—I' Regulatory Branch, L.i 1mT,.a"*ar Field Office, telephone (qIO) �5�- 4[031Q Sincerely, Jeffrey H- Richter Project Manager Wilmington Regulatory Field Vf�ice'U:Enclosure N 1996 F C' ` JAL MAt1AGEMENT W DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS P.O. BOX 1890 WILMINGTON, NORTH CAROLINA28402.1890 REPLY To ATrENn0NOF June 3, 1996 Regulatory Branch Action ID No. 199603574 Mr. John Dorney Division of Environmental Management North Carolina Department of Environment, Health and Natural Resources 4401 Reedy Creek Road Raleigh, North Carolina 27611-7687 Dear Mr. Dorney: Enclosed is the application of Bruce D. and Billy E. Morton for Department of the Army authorization and a State Water Quality Certification to construct a bulkhead, excavate 1,125 square feet of marsh and 24,370 square feet of non -vegetated shallow bottom, rip -rap a channel and construct a fishing pier at the Shell Rock Landing Campground, adjacent to the Intracoastal Waterway, near Hubert, Onslow County, North Carolina. Your receipt of this letter verifies your acceptance of a valid request for certification in accordance with Section 325.2(b)(ii) of our administrative regulations. We are considering authorizing the proposed activity pursuant to Section 404 of the Clean Water Act, and we have determined that a water quality certification is required under the provisions of Section 401 of the same law. A Department of the Army permit will not be granted until the certification has been obtained or waived. According to our administrative regulations, 60 days is reasonable for State action. Therefore, if you have not acted on the request, or asked for an extension of time, by August 2, 1996, the District Engineer will deem that waiver has occurred. Questions or comments may be addressed to the undersigned at telephone (910) 251-4636. Sincerely, Jeffrey H. Richter Project Manager Wilmington Regulatory Field Office Enclosure Copies Furnished (without enclosure): rCONA M,`Mr. John Parker £pUEg Division of Coastal ManagementNorth Carolina Department of 21996 Environment, Health andNatural ResourcesM£NT Post Office Box 27687 Raleigh, North Carolina 27611-7687 DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS P.O. BOX 1890 WILMINGTON, NORTH CAROLINA 28402-1890 FEPLY TO ATrermow OF June 3. 1996 Regulatory Branch Action ID No. 199603574 Messrs. Bruce D. and Billy E. Morton 136 Shellrock Landing Road Hubert, North Carolina 28539 Dear Messrs. Morton: On February 11, 1991, we renewed general permit No. 198000291 (copy enclosed), which provides Federal authorization for construction activities that receive authorization from the State of North Carolina. A review of your application received June 3, 1996, for Department of the Army authorization to construct a bulkhead, excavate 1,125 square feet of marsh and 24,370 square feet of non -vegetated shallow bottom, rip -rap a channel and construct a fishing pier at the Shell Rock Landing Campground, adjacent to the Intracoastal Waterway, near Hubert, Onslow County, North Carolina, indicates it to be a candidate for Federal authorization under this general permit. Accordingly, the administrative processing of your application will be accomplished by the North Carolina Division of Coastal Management. Comments from Federal review agencies will be furnished to the State. If your application must be withdrawn from this general permit process for any reason, you will be informed regarding its further management. If there are no unresolved differences in State -Federal positions or policies, the final action taken on your application by the State will result in your receiving written notice from us that your application is consistent with the general permit and you may commence your activity. Only after receiving such confirmation should you begin work. On February 6, 1990, the DA and the U.S. Environmental Protection Agency (EPA) signed a memorandum of agreement (MOA) establishing procedures to determine the type and level of mitigation necessary to comply with the Clean Water Act Section 404(b)(1) Guidelines. This MOA provides for first, avoiding impacts to waters and wetlands through the selection of the least damaging, practical alternative; second, taking appropriate and practical steps to minimize impacts on waters and wetlands; and finally, compensating for any remaining unavoidable impacts to the extent appropriate and practical. To enable us to process your application in full compliance with this MOA, we request that you provide the following additional information: a. Permits for work within wetlands or other special aquatic sites are available only if the proposed work is the least environmentally damaging, practicable alternative. Please furnish information regarding any other alternatives, including upland alternatives, to the work for which you have applied and provide justification that your selected plan is the least damaging to water or wetland areas. 'rRfce � p JUN 1996 MANAGEMENT b. It is necessary for you to have taken all appropriate and practical steps to reduce wetland losses. Please show all that you have done, especially regarding development and modification of plans and proposed construction techniques, to reduce adverse impacts. C. The MOA requires that appropriate and practical mitigation will be required for all unavoidable adverse impacts remaining after all appropriate and practical minimization has been employed. Please show your plan to mitigate for the projected, unavoidable loss of waters or wetlands or provide information as to the absence of any such appropriate and practical measures. This information is essential to our expeditious processing of your application and it should be forwarded to us by June 17, 1996. Also, a copy of this information must be sent to the North Carolina Division of Environmental Management to enable them to adequately evaluate your application for a Water Quality Certification pursuant to Section 401 of the Clean Water Act. Your application, pursuant to Section 10 of the River and Harbor Act and Section 404 of the Clean Water Act, has been assigned Action ID No. 199603574. It will be coordinated by the undersigned at telephone (910) 251-4636. Sincerely, Jeffrey H. Richter Project Manager Wilmington Regulatory Field Office Enclosure /Copies Furnished (without enclosure): Mr. John Parker Division of Coastal Management North Carolina Department of Environment, Health and Natural Resources Post Office Box 27687 Raleigh, North Carolina 27611-7687 Mr. John Dorney Water Quality Section Division of Environmental Management North Carolina Department of Environment, Health and Natural Resources 4401 Reedy Creek Road Raleigh, North Carolina 27607 Mr. John Hefner U.S. Fish and Wildlife service Fish and Wildlife Enhancement Post Office Box 33726 Raleigh, North Carolina 27636-3726 Mr. Larry Hardy National Marine Fisheries Service Habitat Conservation Division Pivers Island Beaufort, North Carolina 28516 Mr. Thomas Welborn, Chief Wetlands Regulatory Section -Region IV Wetlands, Oceans and Watersheds Branch U.S. Environmental Protection Agency 345 Courtland Street Atlanta, Georgia 30365 Mr. Charles Jones, District Manager Morehead City Regional Office North Carolina Division of Coastal Management Post Office Box 769 Morehead City, North Carolina 28557 Mr. Bob Stroud, District Manager Wilmington Regional Office North Carolina Division of Coastal Management 127 Cardinal Drive Extension Wilmington, North Carolina 28405-3845 UNITED STATES DEPARTMENT OF COMMERCE National Oceanic and Atmospheric Administration NATIONAL MARINE FISHERIES SERVICE Southeast Regional Office 9721 Executive Center Drive North St. Petersburg, Florida 33702 June 17, 1996 Colonel Robert J. Sperberg rMANA'GEMENT 2District Engineer, Wilmington District SIAL Department of the Army, Corps of Engineers ivEOP. 0. Box 1890 IVEOWilmington, North Carolina 28402-1890 996 41 Attention Jeff Richter Dear Colonel Sperberg: In accordance with Part II, Section 4 of the current Memorandum of Agreement between the Departments of Commerce and the Army, I am offering the following comments on permit application 199603574(GP) dated June 3, 1996. The applicants, Bruce D. and Billy E. Morton, propose to excavate and fill wetlands adjacent to the Atlantic Intracoastal Waterway (AIWW) near the Bear Creek community in Onslow County, North Carolina. The purpose of the work is to improve the facilities at an existing boat basin. The project site is an existing 0.56 acre boat basin located on a 3.52 acre tract adjacent to the AIWW. The applicants propose to use a hydraulic dredge and a backhoe to perform maintenance dredging of the basin to a depth of four feet at mean low water. The estimated 1,734 cubic yards of excavated material will be placed in a diked upland disposal site. Approximately, 355 linear feet of new bulkhead will be constructed around the perimeter of the basin. Some 400 feet of a 6-foot-wide dock will be constructed along with widening of the existing 12-foot-wide boat ramp to 18 feet. In addition, a new 55-foot-long by 6-foot-wide pier with a 6-foot-wide by 80-foot-long T-Head platform at the end will be constructed adjacent to the AIWW. Based on a June 12, 1996, on -site inspection, we are concerned that this work will result in the loss of a small but important area of saltmarsh cordgrass (Spartina alterniflora). These wetlands provide nutrients, habitat, and water quality maintenance functions that are important for the continued production of National Marine Fisheries Service trust resources. Finfish and shellfish of commercial, recreational, and ecological importance that are found in the project area include spotted seatrout (Cynoscion nebulosus), 1Wiegert, R.G. and B.J. Freeman. 1990. Tidal salt marshes of the southeast Atlantic coast: a community profile. U.S. Fish and Wildl. Serv. Biol. Rep. 85(7.29). 70 pp. bluefish (Pnmatomus galtatrix), flounders (Paralichthvs spp.), Atlantic menhaden (grevoortia tyrannus), striped mullet (Muail cephalus), killifish (Fundulus het eroclitus)I hard clams (Mercenaria mercenaria), American oyster (Crassostrea virainica), and blue crab (Callinectes sanidus). Furthermore, the project is located adjacent to an area of the AIWW designated by the North Carolina Division of Environmental Management as outstanding Resource Waters and is currently open to the harvest of shellfish. We do not object to some degree of maintenance of the existing facility but believe that this work can be accomplished with a minimal loss of vegetated wetlands., However, since no site plan was provided with the public notice, it is impossible to evaluate the extent of the proposed work to determine if alternatives that would minimize wetland losses are available. Therefore, we recommend that federal authorization of this project not be granted. When an adequate site plan depicting the proposed work is provided, we will reassess our position on this project. We appreciate the opportunity to provide these comments. Sincer , Andr as Mager r. Gv Assistant Regional Director Habitat Conservation Division cc: FWS, ATLA, GA FWS, Raleigh, NC EPA, ATLA, GA NCDEHNR, Raleigh, NC NCDEHNR, Morehead City, NC SAFMC, Charleston, SC F/SE02 pl>JACEIv'I' 'RIPARIAN LF*iTJO4 NEFtS ST:+T£Y N1 General Statute 113-229 reouires that riparian landowners with property adjoining a proposed excavatior: and/or. fill. project he given thirty (30) days in which to conunent on the project. Thi,s form allows the adjacent riparian landowner to express dither: (1) That: h4 objects to the project; or, (2) That he does not object and desires to waive his right to the 30-day period so -thl.t the processing of the application car.progress more rapidly. Ot course, the adjacent riparian landowner need hot sign this form at all. i(� he so chcoses. r �iic?tCi{). ItF.� L,�S , am an adiaacent ` - -�-- �` riparian property c•.,r.o;_ and have seen a ccpy of the aaplicatic.-• submitted by P::r-�c ?�j 1 l �V LNG �n---- dated 19 wherein, said apolicart rr:quests a -ermit to excavate, fill, or otherwise alter the land or water edja^ant to ny property. I have no objection to the p_ojcet, as urezently -- and hereby waive tt;at. right of objection as pro-vided in General Statute 113-229. Z'have oL;•ections to t_he project as i..ese.a;ly propc_­ef -- - and cor-rents are atta?hed. Signaturce 0 !,c;a.e nt Riparr. r. _axc� ner L TE:__ )g -' Ltiu Cr%:•i ' �P TS TO, of COciSte:i h!df13^yH^2n' P. o. L :: 27667 Raleigh., NC: 27611 JUL. 1 S 'Pro C M f •, �`9�"G `ter'.. I �................. . . ...... . . T M-If 0 r-I du rA fv PtrjkCA4)4pj 'rot 1l Al ae ut 4-�'l I F�4!r I Is 1 1 14' �.Jkfd" Oleo iq fj Rd �i!'z IN 1 17* 1W IFY 44 . A, State of North Carolina Department of Environment, Health and Natural Resources A • Division of Coastal Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary E)E H N FR Roger N. Schecter, Director July 10, 1996 Mr. Bruce D. Morton Mr. Billy E. Morton 136 Shell Rock Creek Hubert, NC 28539 Dear Sirs: This letter is with reference to your application for a Coastal Area Management Act Major Development and State Dredge and Fill permit to carry out construction on property located off the AIWW, at the end of SRI503 (Shell Rock Landing Road), in Onslow County. Although processing of the application is nearing completion, additional time is needed for this office to complete the review and make a decision on your request. Therefore, it is necessary that the standard review time be extended. An additional 75 days is provided by G.S. 113A-122(c) which would make September 19, 1996 the new deadline for reaching a decision on your request. However, we expect to take action prior to that time and will do so as soon as possible. In the interim, if you have any question on the status of your application, do not hesitate to contact this office. Very sincerely, "\'Q�Qolr�— Jo)�i�F-Parker, Jr. Major Permits Processing Coordinator JRP:jr/aw cc: M. Jim Mercer DCM-Morehead City P.O. Box 27687, Raleigh, North Carolina 27611-7687 �`;6 N a Cf FAX 919-733-1495 An Equal Opportunity/Affirmative Action Employer Voice 919-733-2293 50% recycled/10% post -consumer paper State of North Carolina Department of Environment, Health and Natural Resources • • Division of Coastal Management James B. Hunt, Jr., Governor Jonathan B. Howes, secretary E H N R Roger N. Schecter, Director May 1, 1996 Shell Rock Landing Campground c/o Bruce Morton & Billy Morton 136 Shell Rock Creek Hubert, NC 28539 Dear Messrs. Morton: Ile Division of Coastal Management hereby acknowledges receipt of your application for State approval for development of your property.located at the end of SR1503 (Shell Rock Landing Road), off the AIW W, near the community of Bear Creek, Onslow County. It was received on April 26, 1996, and appears to be adequate for processing at this time. The projected deadline for making a decision is July 11, 1996. An additional 75-day review period is provided by law when such time is necessary to complete the review. If you have not been notified of a final action by the initial deadline stated above, you should consider the review period extended. Under those circumstances, this letter will serve as your notice of an extended review. However, an additional letter will be provided on or about the 75th day. NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed development. Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the property of your proposed development. You should post this notice at a conspicuous point along your property where it can be observed from a public road. Some examples would be: Nailing the notice card to a telephone pole or tree along the road right -of --way fronting your property; or at a point along the road right -of --way where a private road would lead one into your property. Failure to post this notice could result in an incomplete application. An onsite inspection will be made, and if additional information is required, you will be contacted by the appropriate State or Federal agency. Please contact me if you have any questions and notify me in writing if you wish to receive a copy of my field report and/or comments from reviewing agencies. Cordially yours, I— L. Mercer Field Representative JLM/dh Enclosure cc: John Parker Charles S. Jones P.O. Box 769, 3441 Arendell St., Morehead City, North Carolina 28557 Courier #11-12-09 Telephone 919-726-7021 FAX 919-247-3330 An Equal Opportunity Affirmative Action Employer 60%recycled/ 10%post-consumer paper r-R,. � yta?v, �p aj� i. �' i1� �K, i" r �, " ?•}f �' r �• y v i I APR,2 3 1996�III P.IIC 2-�->•,-r,�) ly NORTH CAROLINA . ONSLOW COUNTY The foregoing cortificato of Stewart F. Kleinman, V Notary Public of Hartford County, Connecticut, is cortifiod to be correct. This iantrumont'vas presented for regictratio thid day and hour and duly recorded in the office of the Register of Deeds of Onslow County, North Carolina, in Book 408 at Page 141'. • , This the 17 day of September, A. D. 1971 at•12 o'clock Noon. Nildrod H. Thomas, Register of Deeds. ApRRpKfIfdNApppA'pa!NpNrpppCl7NApG+NAfiOpNGpNII pppApAp NpppNppK7NpppdpppN:I RpFpp i%pppfJpppl7pAppptiNF P. H. DORTON AND WIFE , TO Sept. 17, 1971 BILLY E. HORTON STATE OF NORTH CAROLINA ONSLOW COUNTY WARRANTY DEED THIS DEED, Dade thin 15th day of September, 1971, by P. H. .Horton and wife, Oven P. for of Onalov County and State of North Carolina, of the first part, to Billy E. Horton of Onslov County nod State of North Carolina, of the second part; WITH SSETH, That said parties of the first part for and in consideration of Ton Dollars 0dother valuable to them paid by have bargained,said and soldparty byf the second these presents the receipt ofwhich inhereby. acknovledgod, bargain, soil and convey to said party of the second part, his hairs and assigns, subje to the life estate hereinafter reserved by the parties of the first part, a certain tra or parcel of land in Swansboro Township, OnDlow County, State of North Carolina, bounds as follows, viz: BEGINNING at an iron stake ahero the Western right of way of N. C. Secondary Road No. 1503 intersects the Southern proposed right of way of D 60 foot road. Said iron stake being located South 54 dogrees 52 minutes West 30.0 feot•from a point in the center llr of N. C. Secondary Road 1503. Said point in center lino being located 1,618.75 foot fr the center line of d 15 inch culvert whon measured along the center line of N. C. Secor Road No. 1503 in a Southwardly diroctlyyy'and said culvott being located approximately 0, miles South of 11. C.•Secondary Road 1506, Thence from the described beginning and aloe the said Western right of way of N. C. Secondary Road 1503 South 35 degrees 08 minutes East 100.36 foot to an iron stake, Henry Horton's corner; thence along Henry Morton's line South 62 degrees 15 minutes West 337.8 feet to an Iron stake; thence South 22 de- grees 10 minutes East 311.18 feet to an iron stake; thence continuing the same course South 22 degrees 10 minutes East 205.85 feet to a point in the Northern right of Day 01 the Intracoastal natervay; thence along said right of way South 59 degrees 23 minutes beat 191.17 feet to a point; thence leaving said right of way and along Bruce Morton's lino North 22 degrees 10 minutes West 215.49 feet to an iron stake; thence continuing the same course North 22 'degrees 10 minutes West 411.18 feet to an iron stake in the s{ proposed right of way of a 60 foot road; thence along said right of way North 62 degra 15 minutes East 504.4 feet to the point of beginning, containing 3.4 acres and subject to a canal easement Dhich is located from the said beginning point as follows: North 6: degrees 15 minutes East 504.4 feet from an iron stake. Said iron stake being locotod 'North 22 degrees 10 minutes West 341.18 feet from D point in the center lino of said 'canal easement. Thence along the center line of said canal easement North 56 degrees j 20 minutes East 192.99 feet to a point in the Henry Horton line. Recorded in Dead Boo] i 230, Page 134 of tho.Onalow County Registry and surveyed by Barden Lanior, Registered 'Surveyor on September 13, 1971. !There is hereby reserved to the parties of the first part, to each and to the survivor ! and to the above described property, o life estate, , li TO HAVE AND TO HOLD subject to the life estates hereinabove reserved the aforesaid tra{ j or parcel of land, and all privileges and appurtenances thereto belonging to the said r party of the second part, his heirs and assigns in fee simple forever. And the said parties of the first part for themselves, their heirs, aseigns,•executora p'and administrators, covenant with said party of the second part, his heirs and aneigna that they are seized of said promises in fee, and have the right to convoy the same in �7fee -Dimple; that the same are free and clear from all encumbrances, and that they will warrant and defend the said title to the same againat the lawful claims of all persona J whomsoevor. IN TESTIMONY WHEREOF,' the said parties of the f iret part have hereunto oat their hands and seal the day and year above written. 97 - STAMPED AND CANCELLED P. 11. Morton ,(SEAL) -REV. STAMPS AFFIXED" $1.00 0•xon P. Horton (SEAL) NORTH CAROLINA ON91.Ob COUNTY ' I, Hartha G. White, a Notary Public in kind for the said County and State do hereby car that P. H. Norton and Oven P. Morton, bio-vife, personally appeared before mo this day and acknowledged the duo execution of the foregoing dead of conveyance. Witness my hand and notarial goal this 17th day of September, 1971. Martha G. Whito Hy commission expires: 28th day of October, 1974. 11. P. Seal. / Gl c'.�,Q)�ti roc y STATE OF NORTH CAROLINA ONSLOW COUNTY a Notary Public in and for County, North Carolina, do hereby certify that 2,0 :o,MORTON and wife, OWEN P. MORTON, personally appeared b'e'fa:r',,me this day and acknowledged the due execution of the `r •: „:Cprdgojng deed of conveyance. c,.WITNESS my hand and notarial seal this the,day of - .1982. ...... '• �l4'/'(!frI71 _ (SEAL) ((Notary Public My commission expires: Y_C4 / FC-1 NORTH CAROLINA, ONSLOW COUNTY The foregoing certificate of' Pamela D. Holland is certified to be correct. The information was presented for registration this day and hour and duly recorded in the office of the Register of Deeds of Onslow County, North Carolina, in Book 635 , page 859 This the 3 day of • November , 1982, at 4:40 o'clock P M. i ''i / c` -z` /L�, N �yv�� �' —(SEAL) Register of Deeds ------------------------------------------------------ -2- "1 > ='d APR 2 3 1996 }j y�Mirr.prrrrw►►►rrr►►►►niriMY1+A° bou 635P.tGE 859 Prepared by ZENNIE L. RIGGS, Attorney at Law TO TJU OYf!CE STATE OF NORTH CAROLINA DATE- --- ....... 1!47.-_3..... 19--- k2 DEED WITHOUT WA&YN CX $ COIZINS. Tlf- ONSLOW COUNTY ^,,,t THIS DEED, ma lc a��u entered into this o� day or em, 1982, by and between P. H. MORTON and wife, OWEN P. MORTON, of Onslow County, State of North Carolina, parties of the first part, to OWEN PARKER MORTON and BRUCE D. MORTON, of Onslow County, State of North Carolina, parties of the second part; WITNESSETH: That said parties of the first part for and in consideration of Ten Dollars ($10.00) and other valuable considerations, to them paid by said parties of the second part, the receipt of which is hereby acknowledged, have bargained and sold, and by these presents do bargain, sell and convey to OWEN PARKER MORTON, for and during her life time and to BRUCE D. MORTON, his heirs and assigns, the vested remainder in fee simple, a certain tract or parcel of land in Swansboro Township, Onslow County, State of North Carolina, and more particularly described as follows: Beginning at a iron stake in the Westwardly right- of-way line of SR 1503 (said iron stake lying Southwardly when measured along the center line of SR 1503, approximately 1100 feet from the center of the interesection of SR 1503 and SR 1546; said beginning iron stake also being the Northeast corner of the William W. Fowler tract of land); running thence along the Westwardly right-of-way line of SR 1503 North 35051' West 132.90 feet to an iron pipe (Billy Morton's Southeast corner); running thence with the line of Billy Morton South 6216' West 337.8 feet to an iron pipe; running thence South 22119' East 435.72 feet to an iron pipe; running thence North 71054' East 320.62 feet to an iron stake, corner of William W. Fowler; running thence North 35020' West 193.85 feet to an iron stake, continuing thence North 35°51' West 160 feet to an iron pipe; running thence North 59028' est eet to an iron pipe located in the Wes n right-of-way line of SR 1503, the beginning. TO HAVE AND TO HOLD the aforesaid tract or parcel of land, and all privileges and appurtenances thereto belonging to the said OWEN PARKER MORTON for and during her life time, then to BRUCE D. MORTON, his heirs and assigns, the vested remainder in fee simple. IN TESTIMONY WHEREOF, the said parties of the first part have hereunto set their hands and seals the day and year first above written. I i/i.�1'/ sr' (SEAL) �P. H. Morton ,.J �t \..~_. •.t...K iCf�tiiF•'.. fi.Ll...c, ._ ''�E .•j�(�.�r I I� r GUI 2 APR,2 3 1935 (} NORTH CAROLINA ONSLOW COUNTY ' ' The foregoing certificate of Stewart 17. Kleinman, V. Notary Public of Hartford County."' Connecticut, is certified to be correct. Thin inoirument'wam presented for regietratli thid day and hour and duly recorded in the office of the Reglstor of Deeds of Onslov County, North Carolina,. in Rook 408 at P290 141'. , Thin the 17 day of September, A. D. 1971 at,12 o'clock Noon. Mildred H. Thomas, Register of Deeds. pNtlprYNppN7StYf7ppp�pp+7mppfIFMCNq#'dlpfifJpNdBpNdpflNpNppgppNgN7lpNgRNppppppONfipgYNF1NANpplip#pppNp P. H. HORTON AND WIFE TO Sept. 17, 1971 BILLY E. HORTON STATE OF NORTH CAROLINA ONSLOW COUNTY WARRANTY DEED I� T1f79 DEED, Undo this 15t4 day o4 September, 1871, by P. H. Horton and wife, Chen P. VA of Onalov County and State of North Carolina, of the first part, to Billy E. Morton of a Onslow County and State of North Carolina, of the second part: vWITNESSETH That said parties of the first part for and in consideration of Ton Dollar j ($10.00) end other valuable considerations, to them paid by said party of the second p the receipt of which in hereby, ncknaw ledge d, have bargained, snd sold by these present " bargain, sell and convey to said party of the second part, hLa heirs and assigns, sub] Ir to the life estate hereinafter reserved by the parties of the first part, a certain tr ij or parcel of land in Swausboro Township, Onalov County, State Of Horth Carolina, house as follows, viz: Ij BEGINNING at an iron stake where the Western right of may o4 H. C. Secondary Rood No. 1503 intersects the Southern proposed right of way of a 60 foot road. Said iron stake IIbeing located South 54 degrees 52 minutes West 30.0 feet`•from a point in the center li of N. C. Secondary Bond 1503. Said point 1n center lino being located 1,618.75 fact f it the center line of a 15 inch culvert when measured along the center line of N. C. Secc I Road No. 1503 in a Southwardly directlyband said culvett being located approximately C jj miles South of N. C.,Secondary Road 1506. Thence from the described beginning and etc 11 the said Western right of way of N. C. Secondary Road 1503 South 35 degrees 08 minutes N East 100.36 feet to an iron stake, Henry Morton's corner; thence along Henry Morton's line South 62 degrees 15 minutes West 337.8 feet to an iron stake; thence South 22 de- 1 green 10 minutes East 311.18 feet to an iron stake; thence continuing the name course d South 22 degrees 10 minutes East 205.85 feet to a Point in the Northern right of way c p the Intracoastal watervay; thence along said right of way South 59 degrees 23 minutes jlWent 191.17 feet to a point; thence leaving said right of may and along Bruce Horton'e line North 22 degrees 10 minutes West 215.49 foot to an iron stake; thence continuing ' the same course North 22 degrees 10 minutes West 411.18 feet to an iron stoke in the e proposed right of may of a 60 Soot road; thence along said right of way North 62 degrt 15 minutes East 504.4 feet to the point of beginning, containing 3.4 acres and subjecl to a canal easement which is located from the said beginning point no follows; North I degrees 15 minutes East 504.4 feet from an iron stake. Said iron stake being located '''North 22 degrees 10 minutes West 341.18 feet from a point in the center lino of said • canal easement. Thence along the center line of said canal easement North 56 degrees 20 minutes East 192.99 feet to a point in the Henry Horton line. Recorded in Deed Be( 230, Page 134 of the Onslov County Registry and survoyod by Barden Lanier, Registered t'Surveyor on September 13, 1971. r'Thero is hereby reserved to the parties of the first part, to each and to the survivor and to the abovedescribed property, a life estate. TO IIAVE AND T'O HOLD subject to the life estates horeinabove reserved the aforesaid tri ,,I or parcel of land, and all privileges and appurtenances thereto belonging to the said party of the second part, his hairs and assigns in foe simple forever. And the said parties of the first part for themselves, Choir heirs, aeelgns,•executori It and administrators, covenant with said party of the second part, hie heirs and nonigni that they are seized of said promises in fee, and have the right to convey the same i foo-pimple; that the same are free and clear from all encumbrances, and that they w11 warrant and defend the said title to the name against the lawful claims of all puroom whomsoovor. I IN TESTIMONY WHEREOF,* the said part Ina of the ,f irst part have horounto not their hand and seal the day and year above vrittan. • STAMPED AND CANCELLED P. It. Morton ,(SEAL) ,REV. STAMPS AFFIXED" $1.00 omen P. Morton (SEAL) NORTH CAROLINA ONSLOW COUNTY I, Hartha G. White, a Notary Public in and for the said County and State do hereby cc that P. H. Morton and Cvon P. Morton, hia•vife, personally appeared before no this da and acknowledged the due execution of the foregoing doed of conveyance. Witness my hand and notarial seal this 17th day of September, 1971. Martha G, Whito My commission expires: N. P. Seal. 7J, J7 bQ ,ti 28th day of October, 1974. ate. �.i'f. • . � i . STATE OF NORTH CAROLINA ONSLOW COUNTY I,a Notary Public in and for County., North Carolina, do hereby certify that rE'o, :%MORTON and wife, OWEN P. MORTON, personally appeared lme this day and acknowledged the due execution of the X'0tQoixig deed of conveyance. c;.:WITNESS my hand and notarial seal this the, day ' of 1982. (SEAL) ((Notary Public My commission expires: � _C4 / FY° NORTH CAROLINA, ONSLOW COUNTY The foregoing certificate of Pamela D. Holland is certified'to be correct. The information was presented for registration this day and hour and duly recorded in the office of the Register of Deeds of Onslow County, North Carolina, in Book. 635 , page 859 This the 3 day of • November 1982, at 4:40 o'clock P M. i al IYu�Yy� ` i (SEAL) Register of Deeds -2-. i; i� �ii V APId 2 �3 19�& ¢g18a6eaJ0tirUL➢baaNbarra»»'r booK 635FAIA59 i,;Prepared by. ZENNIE L. RIGGS, Attorney at Law TO TJU, OYiPICE STATE OF NORTH CAROLINA DATE ............ L-.._...1 ..... 19 ... i4P, DEED WITHOUT W�RAU1 COLL1IaS,A-f - ONSLOW COUNTY THIS DEED, mails anu entered into this d day or U-Y., 1982, by and between P. H. MORTON and wife, OWEN P. MORTON, of'Onslow County, State of North Carolina, parties of the first part, to OWEN PARKER MORTON and BRUCE D. MORTON, of Onslow County, State of North Carolina, parties of -the second part; WITNESSETH: That said parties of•the first part for and in consideration of Ten Dollars ($10.00) and other valuable considerations, to them paid by said parties of the second part, the receipt of which is hereby acknowledged, have bargained and sold, and by these presents do bargain, sell and convey to OWEN PARKER MORTON, for and during her life time and to BRUCE D. MORTON, his heirs and assigns, the vested remainder in fee simple, a certain tract or parcel of land in Swansboro Township, Onslow County, State of North Carolina, and more particularly described as follows: Beginning at a iron stake in the Westwardly right- of-way line of SR 1503 (said iron stake lying Southwardly when measured along the center line of SR 1503, approximately 1100 feet from the center of the interesection of SR 1503 and SR 1546; said beginning iron stake also being the Northeast corner of the William W. Fowler tract of land); running thence along the Westwardly right-of-way line of SR 1503 North 35051' West 132.90 feet to an iron pipe (Billy Morton's Southeast corner); running thence with the line of Billy Morton South 6206' West 337.8 feet to an iron pipe'; running thence South 22019' East 435.72 feet to an iron pipe; running thence North 71°54' East 320.62 feet to an iron stake, corner of William W. Fowler; running thence North 35120' West 193.85 feet to an iron stake, continuing thence North 35°51' West 160 feet to an iron pipe; G�St l running thence North 59°28' (Vest feet to an J iron pipe located in the Wes rn right-of-way line of SR 1503, the beginning. TO HAVE AND TO HOLD the aforesaid tract or parcel of land, and all privileges and appurtenances thereto belonging to the said OWEN PARKER MORTON for and during her life time, then to BRUCE D. MORTON, his heirs and assigns, the vested remainder in fee simple. IN TESTIMONY WHEREOF, the said parties of the first part have hereunto set their hands and seals the day and year first above written. (SEAL) j °P. H. Morton STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE. CERTIFIED MAIL FEE, AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES law (heart). 1. If you want this receipt postmarked, stick the gummed stub to the right of the return address w leering the receipt atiachVd and present the article at a post office service window or hand it to d your rural carrier (no extra chattel. 2. If you do not want this receipt postmarked, stick the gummed stub to the right of the return a' address of the article, date, detach and retain the receipt, and mail the article. V 3. If you want a return receipt, Wll1e the certified mall number and your 08mB and edition M a A return receipt card, Form 3811, and attach it to the front of the article by means of the gummed 2 ends 8 span prmits. Otherwise, affix to beck of article. Endorse front of rode RETURN RECEIPT REQUESTED adjacent to the number. G 4. H you want delivery restricted to the addressee, or to an authorized agent of the addressee, endorse RESTRICTED DELIVERY on the front of the article. 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If ti return receipt is requested, check the applicable blocks in item I of Form 3811, h a• fi. Save this receipt and present it if you make inquiry. 102595-93-z-04 Co L 0 pl 0 Z 783 1.74 963 Receipt for Certified Mail — No Insurance Coverage Provided Do not use for International Mail (See Reverse) Sent �P P.O tale and ZIP Code Poet $ /i— D Certified Fee w Special Delivery Fee Restricted Delivery Fee Return Receipt Showing to Whom & Date D.In erad �— Return Receipt Showing to Whom, Date, and Addressee's Address �O TOTAL Postage & Fees 7 Postmark or Date � s )Jt STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE, CERTIFIED MAIL FEE, AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES Isx front) 1. If you want this receipt postmarked, stick the gummed stub to the right of the return address leaving the receipt attached and present the article at a pest office service window or hand it to your rural carrier Inn extra charge). 2. If you do not want this receipt postmarked, stick the gummed stub to the right of the return address of the article, date, detach and retain the receipt, and mall the article. 3. If you want a return receipt, write the certified mail number and your name and address on a return receipt card, Form 3311, and attach it to the front of the article by means of the gummed ads it space punks. Otherwise, affix to back of article. Endorse front of article RETURN RECEIPT REQUESTED adjacent to the number. 4. If you went delivery restricted to the addressee, or to an authorized agent of the addressee, 5 endorse RESTRICTED DELIVERY on the front of the article. E 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If LL' return receipt is requested, check the applicable blocks in item I of Form 3611. l a' 6. Save this receipt and present it if you make inquiry. 102595-93-z-047e i Z 783.174 .964 Receipt for Certified Mail No Insurance Coverage Provided Do not use for International Mail (See Reverse) seny,c 7 v/J /O StrZ and o. P.O.,, hate and,.;15Code E-1,29 Postage $ Certified Fee Spacial Delivery Fee Restricted Delivery Fee Return Receipt Showing to Whom & Data Delivered Return Receipt Showing to Whom, Date, and Addressee's Address TOTAL Postage , & Fees n �J L C Postmark or Date STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE, CERTIFIED MAIL FEE, AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES law ftwtl. 1. If you went this receipt postmarked, stick the gummed stub to the right of the return address m v leaving the receipt attachAd and present the article at a post office service window or hand it to m your rural carrier bW extra charge). � 2. If you do not want this receipt postmarked, stick the gummed stub to the right of the return rn address of the article, date, detach and retain the receipt, and mail the article. � 3. If you Went 8 return legipl. write the certified mall IIUmMr and your name and address 011 a L � return receipt card, Form 3811, and atlech it to the front of the article by means of the gummed g ends it space permits. Otherwise, affix to back of article. Endorse front of article RETURN RECEIPT REQUESTED adjacent to the number. OO 4. If you want delivery restricted to the addresses, or to an authorized agent of the addressee, DO (1) endorse RESTRICTED DELIVERY on the front of the article. E 5. Enter fees for the services requested in the appropriate spaces on the front at this receipt. If 0 - return receipt is requested, check the applicable blocks in item 1 of Form 3311. rn ; a fi. Save this receipt and present it if you make inquiry. 102595-93-Z-0478 Z 783 174 9.66 Receipt for Certified Mail No Insurance Coverage Provided a..�n Do not use for International Mail IS" Reverse) Sent 461 Street en No. C G P.0 Stet and ZIP Cod Postage Certified Fee / 1 Special Delivery Fee Restricted Dellyary Fee Return Receipt Snowing to Whom & Date Delivered Return Receipt Snowing to Whom, Date, and Addressee's Address TOTAL Postage $ & Fees Postmark or D e STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE, CERTIFIED MAIL FEE, AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES leave Iveetl 1. If you want this receipt postmarked, stick the gummed stub to the right of the return address leaving the receipt attached and present the article at a. post affice service window or hand it to your rural Carrier Ina extra charge). 2. If you do not want this receipt postmarked, stick the gummed stub to the right of the return address of the article, date, detach and retain the receipt, and mail he article. 3. If you want a return receipt, write the certified mail number and your mama and address on a return receipt card, Form 3811, and attach it to the front of the article by means of the gummed ends R space perwrts. Otherwise, affix to back of article. Endorses front of article RETURN RECEIPT REQUESTED adjacent to the number. 4. If you want delivery restricted to the addressee, or to an authorized agent of the addressee, g7d endorse RESTRICTED DELIVERY on the front of the article. E 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If 0 - return receipt is requested, check the applicable blocks in item 1 of Form 3811. N a 6. Save this receipt and present it if you make inquiry. 102595-93-z-0418 Z 783 174 965 Receipt for Certified Mail - No Insurance Coverage Provided .CAM Do not use for International Mail (See Reverse) se o /\ 6 % ��s Street antl No. E P. stet and ZIP Code 5 Postage A 9 Certified Fee Special Delivery Fee Restricted Delivery Fee Return Receipt Showing to Whom L Date Delivered Return Receipt Showing to Whom, I Date, and Addressee's Address r TOTAL Postage p 8 Fees $ �l Postmark or We 96Qr1 ADJACENT RIPARIAN LANDOWNERS STATEMENT General Statute 113-229 requires that riparian landowners with property adjoining a proposed excavation and/or fill project be given thirty (30) days in which to comment on the project. This form allows the adjacent riparian landowner to express either: (1) That he objects to the project; or, (2) That he does not object and desires to waive his right to the 30-day period so that the processing of the application can progress more rapidly. Of course, the adjacent riparian landowner need not sign this form at all if he so chooses. I, j�J4kJC J(+ WaRtorA am an adjacent riparian property owner and have seen a copy of the application submitted by -2¢uce- D. f`(104+afJ , dated II , 192-k, wherein said applicant requests a permit to excavate, fill, or otherwise alter the land or water adjacent to my property. I have no objection to the project as presently proposed and hereby waive that right of objection as provided in General Statute 113-229. I'have objections to the project as presently proposed and comments are attached. o/$I��� ; Signature of Adjacent Riparian Landowner DATE:-S'- /6 %'/ FORWARD COMMENTS TO: Division of Coastal Management P. O. Box 27687 Raleigh, NC 27611 _ APR 2 3 1996 Ci p ar,, L-AUG2 3 1994 L=4 u ----------------- _......•• �aarara��� 9661 9 9 adV i, 1 J r*�a � `"'fx a i.%j. '. .C.-•L+.s.�s+'' l�+ 1 q #:Z- .�" I' # 'T•��>'f : i� _ �I.ii - J� t .. i � ,.ems � k � �� J 4 J 1-.,•, ( _ ✓b'.�`i .,�' �-r �n a a 3 � 1 e :, •t 'tr / .. .. r "Mir � s �. Ott' ��• Y � `.. 1' x ev, 7'IS k i♦ 4 y s <Ys '��\a �yF1i' x' •,i"tTe ti Fyn... DIVISION OF COASTAL AIANAGEIVIENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: Bruce D. Morton and Billy E. Morton / Shell Rock Landing Campground 2. LOCATION OF PROJECT SITE: A highground boat basin off the AIWW, at the end of SR #1503 (Shell Rock Landing Road) near the Bear Creek Community in Onslow County. Photo Index - 1995: Strip #33 Frame #422 @ J&K-2 1984: Strip #27 Frame #1135 @ D&E-8 1989: Strip #165 Frame #8, @ H&I-14 1978: Strip #24 Frame #121 @ K&L-19 State Plane Coordinates - X: 2569100 Y: 333200 USGS 7.5 MIN. TOPOGRAPHIC QUADRANGLE "HUBERT" PR 1971 3. INVESTIGATION TYPE: CAMA / Dredge & Fill 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 26 April 1996 Was Applicant Present - No 5. PROCESSING PROCEDURE: Application Received - April 23, 1996 Office - Morehead City 6. SITE DESCRIPTION: (A) Local Land Use Plan - Onslow County Land Use Plan Up -date 1992 Land Classification From LUP - Limited Transition / Conservation (B) AEC(s) Involved: Estuarine Shoreline (ORW), Estuarine Waters, Coastal Wetlands (C) Water Dependent: Yes (D) Intended Use: Commercial Boat Basin at Campground. (E) Wastewater Treatment: Existing - Septic Systems for Campsites Planned -None (F) Type of Structures: Existing - Boat Basin, Ramp, Docks, Bulkhead Planned - Replace Docks, Ramp, Bulkheads, New Fishing Pier (G) Estimated Annual Rate of Erosion: 2 to 3 feet Source - Personal Observations 7. HABITAT DESCRIPTION: DREDGED FILLED OTHER (A) Vegetated Wetlands Saltmarsh cordgrass / Bulkhead / Excavation 1,125 sq. ft. . 560 sq. ft. (B) Non -Vegetated Wetlands Boat Basin / Channel 24,370 sq. ft. Fishing Pier / AIWW 774 sq. ft. Riprap / Channel 540 sq. ft. (C) Other Highground / Spoil 13,000 sq. ft. / Riprap Beach 600 sq. ft. (D) Total Area Disturbed: Approximately 4 Acres (E) Primary Nursery Area: No (F) Water Classification: SA / Open / ORW FIELD INVESTIGATION REPORT: Bruce D. Morton and Billy E. Morton Shell Rock Landing Campground PAGE #2 8. PROJECT SUMMARY: The applicant proposes to refurbish the existing boat basin at the campground by conducting maintenance dredging and constructing replacement docks, boat ramps and new bulkheads around the basin. 9. NARRATIVE DESCRYPTMON. The project site known as the Shell Rock Landing Campground is located about 4 miles southwest of Swansboro at the end of State Road #1503 which is also known as the Shell Rock Landing Road in Onslow County. The project site consists of two deeded tracks of land owned by the respective applicants. The property contains approximately 3.52 acres of land adjacent to the Atlantic Intracoastal Waterway situated between Queens Creek and Saunder Creek near the community of Bear Creek. The rural vicinity around Shell Rock Landing is an un- zoned, unincorporated area in Onslow County. Like most other rural areas in Onslow County, the project site is serviced by the county drinking water system. The entire project site is located within the 575 FT. Estuarine Shoreline AEC that adjoins the Outstanding Resource Waters (ORW) along this section of the sound. The surface waters are also classified as "SA" and they are 'open" to the harvesting of shellfish. The aerial photographs referenced on the front of this report provides a 17 year historical sequence of the project site from 1978 to 1995. The focal point of the property and the subject of the CAMA / Dredge & Fill application is the man-made boat basin originally excavated into the highground. The project was first authorized in November of 1970 by the Corps of Engineers Permit No. 265. Misters Morton, have operated and maintained the property as a commercial boat ramp and campground for the past several years. There are 16 boat slips in the basin. Although seven of the old finger piers will be removed, the application states that only 16 wet slips will be provide upon completion of the project. The emphasis of the proposed project is to restore the usable water depths in the basin and stabilize the interior shoreline with bulkheads. A late addition to the workplat drawing and applicant's permit request includes the construction of a "fishing pier" on the primary shoreline providing pedestrian access to the surface waters immediately adjacent to the AIWW. As proposed, the require maintenance dredging / excavation has been divided into 4 sections: "A" is the northern leg of the basin with the shallowest water depths and the most saltmarsh cordgrass involved; "B" is the entrance channel connecting the basin with the open waters adjacent to the AIWW; "C" and "D" make up the east leg of the basin and provide access to the boat ramp. The combined area of the basin is approximately 24,370 sq. ft. or about 0.56 acres. The maintenance activities will restore an overall water depth of -4 FT. on mean low tide. Some of the excavation near the boat ramp and around the shoreline will be accomplished by a equipment such as a backhoe. Other section of the basin will be dredged by using a small hydraulic pump. The estimated spoil materials some 1,734 cubic yards of mud and sand will place in the highground disposal area on the north side of the basin. The spoil area is a large open grassed field that slope towards the basin. The project plans show the area will be dike with a vegetated berm. Maintenance dredging will displace about 1,125 square feet of marsh grass dominated by saltmarsh cordgrass. FIELD INVESTIGATION REPORT: Bruce D. Morton and Billy E. Morton Shell Rock Landing Campground PAGE #2 Once of maintenance dredging has been accomplished, the shoreline will be stabilized with bulkhead. Along the north side of basin "C" and "D", about 100 feet of new bulkhead will be installed. In order to create a straight alignment, the new bulkhead will cut off an small boat slip measuring 10 ft. by 15 ft. and occupied by saltmarsh. Elsewhere ' along -the alignment, the bulkhead should be installed landward of the narrow fringe (1.5 ft.) of marsh that skirts the shoreline. The same marsh grass situation occurs along the shoreline in section "A". As proposed, approximately 255 feet of new bulkhead will be installed landward of the fringe marsh grass. All of the existing finger -piers along the new bulkhead will be removed. The workplat drawing also calls for the construction of a new dock running parallel to the bulkhead in basin section "A and "B". Approximately 400 feet of dock measuring 6 feet wide will connect access to the boat ramp. In combination with the maintenance excavation, the new dock will allow 16 boats 20 to 25 feet long to be tied to the new structure. The existing boat ramp is located at the east end of basin "D". The 12 foot wide ramp is in disrepair and the applicant proposes to not only resurface the ramp but expand it to a full 18 feet wide.. A small area of marsh grass on the side of the ramp will be displaced by the new launching facility. The last item being proposed is a fishing pier to be locate on the primary shoreline adjacent_ to the AIWW. The overall length of the pier will be 55 feet and this includes a 6 ft. wide by 80 ft. long T-Head platform. Although the water depths are shown to be -3 ft. on mean low tide, the new pier appears to be within 15 feet of the of the AIWW. There is no red channel marker near the proposed pier and so the workplat drawing was corrected by this office using a black marker. 10. ANTICIPATED IMPACTS: The proposed project will displace approximately 1,685 square feet of saltmarsh cordgrass within the man-made boat basin. The build up of sediments and marsh vegetation in the basin has been allowed to occur since the basin was originally permitted about 26 years ago. The actual maintenance dredging will restore the -4 foot water depth over approximately 24,370 square feet on subaqueous bottomland. The new fishing pier on the AIWW will occupy an estimated 774 square feet of estuarine surface waters on the Outstanding Resource Waters in this section of the Western Bogue Sound ORW. If the overall length of the pier does not exceed the length of the other pier along the same shoreline; it should not pose a problem to navigation. PREPARED BY: JAMES L. MERCER DATE: APREL 30, 1996 DMSION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: Bruce D. Morton and Billy E. Morton / Shell Rock Landing Campground 2.' LOCATION OF PROJECT SITE: A highground boat basin off the AIWW, at the end of SR #1503 (Shell Rock Landing Road) near the Bear Creek Community in Onslow County. Photo Index - 1995: Strip #33 Frame #422 @ J&K-2 1984: Strip #27 Frame #1135 @ D&E-8 1989: Strip #165 Frame #8 @ H&I-14 1978: Strip #24 Frame #121 @ K&L-19 State Plane Coordinates - X: 2569100 Y: 333200 USGS 7.5 MIN. TOPOGRAPHIC QUADRANGLE "HUBERT" PR 1971 3. INVESTIGATION TYPE: CAMA / Dredge & Fill 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 26 April 1996 Was Applicant Present - No 5. PROCESSING PROCEDURE: Application Received - April 23, 1996 Office - Morehead City 6. SITE DESCRIPTION: (A) Local Land Use Plan - Onslow County Land Use Plan Up -date 1992 Land Classification From LUP - Limited Transition / Conservation (B) AEC(s) Involved: Estuarine Shoreline (ORW), Estuarine Waters, Coastal Wetlands (C) Water Dependent: Yes (D) Intended Use: Commercial Boat Basin at Campground. (E) Wastewater Treatment: Existing - Septic Systems for Campsites Planned -None (F) Type of Structures: Existing - Boat Basin, Ramp, Docks, Bulkhead Planned - Replace Docks, Ramp, Bulkheads, New Fishing Pier (G) Estimated Annual Rate of Erosion: 2 to 3 feet Source - Personal Observations 7. HABITAT DESCRIPTION: DREDGED FILLED OTHER (A) Vegetated Wetlands Saltmarsh cordgrass / Bulkhead / Excavation 1,125 sq. ft. 560 sq. ft. (B) Non -Vegetated Wetlands Boat Basin / Channel 24,370 sq. ft. Fishing Pier / AIWW 774 sq. ft. Riprap / Channel 540 sq. ft. (C) Other Highground / Spoil 13,000 sq. ft. / Riprap Beach 600 sq. ft. (D) Total Area Disturbed: Approximately 4 Acres (E) Primary Nursery Area: No (F) Water Classification: SA / Open / ORW FIELD INVESTIGATION REPORT: Bruce D. Morton and Billy E. Morton Shell Rock Landing Campground PAGE #2 8. PROJECT SUMMARY: The applicant proposes to refurbish the existing boat basin at the campground by conducting maintenance dredging and constructing replacement docks, boat ramps and new bulkheads around the basin. 9. NARRATIVE DESCRIPTION: The project site known as the Shell Rock Landing Campground is located about 4 miles southwest of Swansboro at the end of State Road #1503 which is also known as the Shell Rock Landing Road in Onslow County. The project site consists of two deeded tracks of land owned by the respective applicants. The property contains approximately 3.52 acres of land adjacent to the Atlantic Intracoastal Waterway situated between Queens Creek and Saunder Creek near the community of Bear Creek. The rural vicinity around Shell Rock Landing is an un- zoned, unincorporated area in Onslow County. Like most other rural areas in Onslow County, the project site is serviced by the county drinking water system. The entire project site is located within the 575 FT. Estuarine Shoreline AEC that adjoins the Outstanding Resource Waters (ORW) along this section of the sound. The surface waters are also classified as "SA" and they are 'open" to the harvesting of shellfish. The aerial photographs referenced on the front of this report provides a 17 year historical sequence of the project site from 1978 to 1995. The focal point of the property and the subject of the CAMA / Dredge & Fill application is the man-made boat basin originally excavated into the highground. The project was first authorized in November of 1970 by the Corps of Engineers Permit No. 265. Misters Morton, have operated and maintained the property as a commercial boat ramp and campground for the past several years. There are 16 boat slips in the basin. Although seven of the old finger piers will be removed, the application states that only 16 wet slips will be provide upon completion of the project. The emphasis of the proposed project is to restore the usable water depths in the basin and stabilize the interior shoreline with bulkheads. A late addition to the workplat drawing and applicant's permit request includes the construction of a "fishing pier" on the primary shoreline providing pedestrian access to the surface waters immediately adjacent to the AIWW. As proposed, the require maintenance dredging / excavation has been divided into 4 sections: "A" is the northern leg of the basin with the shallowest water depths and the most saltmarsh cordgrass involved; "B" is the entrance channel connecting the basin with the open waters adjacent to the AIWW; "C" and "D" make up the east leg of the basin and provide access to the boat ramp. The combined area of the basin is approximately 24,370 sq. ft. or about 0.56 acres. The maintenance activities will restore an overall water depth of -4 FT. on mean low tide. Some of the excavation near the boat ramp and around the shoreline will be accomplished by a equipment such as a backhoe. Other section of the basin will be dredged by using a small hydraulic pump. The estimated spoil materials some 1,734 cubic yards of mud and sand will place in the highground disposal area on the north side of the basin. The spoil area is a large open grassed field that slope towards the basin. The project plans show the area will be dike with a vegetated berm. Maintenance dredging will displace about 1,125 square feet of marsh grass dominated by saltmarsh cordgrass. FIELD INVESTIGATION REPORT: Bruce D. Morton and Billy E. Morton Shell Rock Landing Campground PAGE #2 Once of maintenance dredging has been accomplished, the shoreline will be stabilized with bulkhead. Along the north side of basin "C" and "D", about 100 feet of new bulkhead will be installed. In order to create a straight alignment, the new bulkhead will cut off an small boat slip measuring 10 ft. by 15 ft. and occupied by saltmarsh. Elsewhere along the alignment, the bulkhead should be installed landward of the narrow fringe (1.5 ft.) of marsh that skirts the shoreline. The same marsh grass situation occurs along the shoreline in section "A". As proposed, approximately 255 feet of new bulkhead will be installed landward of the fringe marsh grass. All of the existing finger -piers along the new bulkhead will be removed. The workplat drawing also calls for the construction of a new dock running parallel to the bulkhead in basin section "'A" and "B". Approximately 406 feet of dock measuring 6 feet wide will connect access to the boat ramp. In combination with the maintenance excavation, the new dock will allow 16 boats 20 to 25 feet long to be tied to the new structure. The existing boat ramp is located at the east end of basin "D". The 12 foot wide ramp is in disrepair and the applicant proposes to not only resurface the ramp but expand it to a full 18 feet wide.. A small area of marsh grass on the side of the ramp will be displaced by the new launching facility. The last item being proposed is a fishing pier to be locate on the primary shoreline adjacent to the AIWW. The overall length of the pier will be 55 feet and this includes a 6 ft. wide by 80 ft. long T-Head platform. Although the water depths are shown to be -3 ft. on mean low tide, the new pier appears to be within 15 feet of the of the AIWW. There is no red channel marker near the proposed pier and so the workplat drawing was corrected by this office using a black marker. 10. ANTICIPATED IMPACTS: The proposed project will displace approximately 1,685 square feet of saltmarsh cordgrass within the man-made boat basin. The build up of sediments and marsh vegetation in the basin has been allowed to occur since the basin was originally permitted about 26 years ago. The actual maintenance dredging will restore the -4 foot water depth over approximately 24,370 square feet on subaqueous bottomiand. The new fishing pier on the AIWW will occupy an estimated 774 square feet of estuarine surface waters on the Outstanding Resource Waters in this section of the Western Bogue Sound ORW. If the overall length of the pier does not exceed the length of the other pier along the same shoreline; it should not pose a problem to navigation. PREPARED B k: JAMIES L. MERCER DATE: APRIL 30, 1996 I:orm DCM-MP-1 ('I'o be completed by all applicants) 1. APPLICANT a. Landowner: Name Bauce b,MoP---orb Ss114 nIDP, rM/ TO VVP-2170 ' Address Ut—:S \el lzocu< co-, City HUbee -+- State 0 C Zip 21&539 Day Phone 1 0 3116 217a Fax qID- 4,1-9, b. Authorized Agent: Name Address City State Zip Fax Day Phone c. Project name (if any) NOTE: Permit %W be issued in name of landow r(s), and/or project name. 2. LOCATION OF PROPOSED PROJECT a. County mrv-slow b. City, town, community or landmark C1\,QIIRrnct< ! r., J't c. Street address or secondary road number S{A�c Cori fK� SA Ile_O<K ZAro�r,k�A d. Is proposed work within city limits or planning jurisdiction? Yes ✓ No e. Name of body of water nearest project (e.g. river, creek, sound, bay) I n�+eP caRstr l 1tcet �a K�,�� xYys;i:r���x•�r��rlt� �:w�r� ����ly'� OF PROPOSED PROJECT a. List all development activities you propose (e.g. building a home, motel, marina, bulkhead, pier, and exFcavation and/or filling activities. / •F lr'm4-0 4- �uus LU,nnl ^o 2An.a. Ifreanti b. Is the proposed activity maintenance of an existing project, new work, or both? R�+h c. Will the project be for public, private or commercial use? Pyiy,..,e a-!nMtier: e.ai 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. <cw=s w„•,) (,4c'_ ��.j,.a F'C-!.:ant oa C•d. 21.1A.11 43 nn�.23Q-MAj 1358. $ort-F �AMd 1, =-.,. 4-n-c tie" Mn.a h^Pa ,.p i .Ya � r..^Ni eo /.11 l YET-:9 rrs.e.>.n.•n . q APR a ,3 1996 Revised 03/95 Form DCM-MP-1 CHARACTERISTICS a. Size of entire tract Sara., ,q %tti € ear b. Size of individual lot(s) tj 1 A c. Approximate elevation of tract above MHW or NWL -7 .1-n in d. Soil type(s) and texture(s) of. tract w111 DRA+a">e!-5Alv3+ 42A330el e. Vegetation on tract�n�:y f. Man-made features now on tract O oa+ : g. What is the CAMA Land Use Plan land classification of the site? (Consult the local land use plan.) Conservation V' Transitional Developed Community Rural Other h. How is the tract zoned by local government? Is the proposed project consistent with the applicable zoning? Yes r No (Attach zoning compliance certificate, if applicable) Has a professional done for the tract? If yes, by whom? - archaeological assessment been Yes toff' No k. Is the project located in a National Registered Historic District or does it involve a National Register listed or eligible property? Yes v✓' No Are there wetlands on the site? Yes _ No Coastal (marsh) of Other If yes, has a delineation been conducted? W (Attach documentation, if available) in. Describe existing wastewater treatment facilities. F n. Describe location and type of discharges to waters of the state. (For example, surface runoff, sanitary wastewater, industrial/commercial effluent, "wash down" and residential discharges.) t4at« o. Describe existing drinking water supply source. t�nnnad . 5. AIDIDITIONAL WFORMATION 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. o An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale in black ink on an 8 1/2" 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 ReviwA 03M Form DCM-MP-1 4. LAND AND WATER CHARACTERISTICS a. Size of entire tract Aoa a,l 16 A eae 5 b. Size of individual lot(s) rt 1 A c. Approximate elevation of tract above MHW or NWL 7 J-b 10 Gee'- d. Soil type(s) and texture(s) of tract W01 DaA„t,ea saNL! Jeri3seel e. Vegetation on tract 4_ A. _ f. Man-made features now on tract QAnoy�tiv ls— P,.OAk'?PM pt—N4U1,— Doh Mrt4e., .SeAwAI g. What is the CAMA Land Use Plan land classification of the site? (Consult the focal rand are plan.) Conservation ✓ Transitional Developed Community Rural Other h. How is the tract zon by local government? 5icy o ew i. Is the proposed project consistent with the applicable zoning? Yes -- No (Attach zoning compliance certificate, if applicable) j. Has a professional archaeological assessment been done for the tract? Yes / No If yes, by whom? 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? Nd (Attach docamentarion, if available) in. Describe existing wastewatertreatmentfacilities. �V.J'}tMS n. Describe location and type of discharges to waters of the state. (For example, surface runoff, sanitary wastewater, industrial/commercial effluent, "wash down" and residential discharges.) a e Aig- o. Describe existing di•inking water supply source. uN� erL- 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 1/2" 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 03195 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 L, r-, k..a tz]'•f'4) Address�AwN Phone C.ar���a to �irl�x oftn 962-77.^e, Name 17en,ro,c ,�.,, ',-a,.,-11; Address 4Y3 �nri:, Ma,r,.m, -- s Phone ))Jo-t - r2 r sAe) .o;d,ALft , Y,A Name �2r,-PC� -s Address / !2 7 5 1 Rn cK L A - Phone ,llvbtia�-r Nl_. 2�5y) 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 - I 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. RevLwd 03/95 6. CERTIFICATION AND PERNUSSION 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 15 day of n , 193�—, . Print ��Name '�3Q ticD • YY1�21 r ,s rn� l\,, it . lY�e .aTD i Im,domter or Authorized Agent V Please indicate attachments pertaining to your proposed project. t- rDCM MP-2 Excavation and Fill Information CM MP-3 Upland Development DCM MP-1 Structures Information DCM MP-5 Bridges and Culverts V DCM MP-6 Marina Development NOTE. Please sign and date each attachment in the space provided at the bottom of each form. APR 2 3 1) .:'acumueameuumaumnrsmmwaeTosC�,j 3 Form DCM-MP-2 Y E w t_A'vV- A h 0 J AND (Except bridges and culverts) 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. Describe below the purpose of proposed excavation. or fill activities. All values to be given in feet. Access channel (MLW) or (NWL) Canal Boat basin Boat ramp Rock groin Rock breakwater Other (Excluding shoreline stabilization) Average Final Existing Project Length Width Depth Depth n 1� r } -' ::ail . r a >,v<t•> 1. EXCAVATION a. Amount of material to be excavated from below MHW or NWL in cubic yards -S? .+ ? b. Type of material to be excavated "AUA +- -;n well c. Does the area to be excavated include coastal wetlands (marsh), submerged aquatic vegetation (SAVs) or other wetlands? _ Yes � No d. Highground excavation in cubic yards 2. DISPOSAL OF EXCAVATED NIATERUL a. Location of disposal area >r: + 3 n.•.,nr b. Dimensions of disposal area )6) 1 -r ') rin s c. Do you claim title to disposal area? Yes _ No If no, attach a letter granting permission from the owner. d. Will a disposal area be available for future maintenance? + — Yes —No If yes, where? Revised 03/95 Form DCM-MP-2 e. Does the disposal area include any coastal wetlands If yes, (marsh), SAVs or other wetlands? (1) Amount of material to be placed in the Yes w' No water (2) Dimensions of fill area f. Does the disposal include any area in the water? Yes ti No (3) Purpose of fill b. Will fill material be placed in coastal wetlands 3. SHORELINE STABILIZATION (marsh), SAVs or other wetlands? Yes No If yes, a. Type of shoreline stabilization (1) Dimensions of fill area ,/' Bulkhead Riprap (2) Purpose of fill b. Length :�_6 P= l c. Average distance waterward of MHW or NWL 5. GENERAL. d. Maximum distance waterward of MHW or NWL a. How will excavated or fill material be kept on site e. Shoreline erosion during preceding 12 months and erosion controlled? 6P,,r>d - =•- » s/ !}1, (•�'. ii— JNJ�� 'fU l�,lJl31'jA�.I �J ;1/1 !,.v-fLr /ry' _ r' O�^ <1 �..�'' ;c (Sourceojinjormaion) loocn,v,�) /�he.� .>> . .•� �r _ f. Type of bulkhead or riprap material g. Amount of fill in cubic yards to be placed below water level (1) Riprap (2) Bulkhead backfill h. Type of fill material i. Source of fill material 4. OTHER FILL ACTIVITIES (Excluding Shoreline Stabilization) a. Will fill material be brought to site? Yes ✓ No b. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? use D12 a4 hnlc c. Will wetlands be cr3ssed in transporting equipment to project site? —Yes No If yes, explain steps that will be taken to lessen environmental impacts. J& u11 e D Mve_7�,_'n( Applicant or Project Name 1gnature iSAya�1 R� Date i Revised 03/95 _. Form DCM-MP-2 e. Does the disposal area include any coastal wetlands (marsh), SAVs or other wetlands? Yes ✓ No f. Does the disposal include any area in the water? Yes ✓ No 3. SHORELINE STABILIZATION a. Type of shoreline stabilization i Bulkhead Riprap b. Length 4 36 Li c. Average distance waterward of MHW or NWL d. Maximum distance waterward of MHW or NWL If yes, (1) Amount -of material to be placed in the water (2) Dimensions of fill area (3) Purpose of fill b. Will fill material be placed in coastal wetlands (marsh), SAVs or other wetlands? Yes `✓ No If yes, (1) Dimensions of fill area (2) Purpose of fill 5. CENERAL. a. How will excavated or fill material be kept on site e. Shoreline erosion during preceding 12 months and erosion controlled? f4aze d 11^.,11t A-4;, ac�011i mAv S F+, R+ 1Nie+ -f-O Bela �-f�Asr^/ .?,�,il f�r+dA�.v.a 6M r; Oc'.•n� An,k+uso (Source of information) PPao.SANA) 6be,D.144 w�A f. Type of bulkhead or riprap material 19dl kA,-AA P}1,ea PVelshlf-4go,3j rA (PM rn�.it,acta,.. R lean p' Isaoo'4) g. Amount of fill in cubic yards to be placed below water level (1) Riprap (2) Bulkhead backfill h. Type of fill material i. Source of fill material 4. OTHER FILL ACTIVITIES (Excluding Shoreline Stabilization) a. Will fill material be brought to site? Yes ✓ No b. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? TReC�R e{P_eela, 6, *.6&, be 861e 4e, u5c D494 h At c. Will wetlands be cr3ssed in transporting equipment to project site? _ Yes ✓" No If yes, explain steps that will be taken to lessen environmental impacts. Date Revised 03/95,,,,.,, s. Form DCM-MP-3 (Construction and/or land disturbing activities) 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 that relate to this proposed project. a. Type and number of buildings, facilities, units or structures proposed i s ; i a A+i ..5:tm e- ��11; ,Y GJ i�F;•ar_ frv�rnll 1�n ,. 4'h a-.}w. rl6Sj�i t b. Number of lots or parcels 2 Nneo.! L c. Density (give the number of residential units and the units per acre) PG, 1 It. Projects that require a CAMA Major Development Permit may also require a Stormwater Certification. Has a site development plan been submitted to the Division of Environmental Management for review? Yes / No If yes, date submitted i. Describe proposed method of sewage disposal. j. Have the facilities described in Item i, above received state or local approval? \ (Attach appropriate documentation) P,,o ,q'e p,J y,;1C 1,.4 k. Describe location and type of proposed discharges to Size of area to be'grad filled or disturbed waters of the state (for example, surface runoff, including roads, ditches, etc. 3 D� x �yzozie. t sanitary wastewater, industrial/commercial effluent, "wash down" and residential discharges). e. If the proposed project will disturb more than one acre of land, the Division of Land Resources must receive an erosion and sedimentation 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? Yes vs'' No If yes, date submitted f. List the materials (such as marl, paver stone, asphalt, or concrete) to be used for paved surfaces. Ali on11"o-)4 Kai ./x yin' g. Give the percentage of the tract within 75 feet of MHW or NWL, or within 575 feet in the case of an Outstanding Resource Water, to be covered by impervious and/or built -upon surfaces, such as pavement, buildings, rooftops, or to be used for vehicular driveways or parking. 4) Describe proposed drinking water supply source (e.g. well, community, public system, etc.) in. Will water be impounded? If yes, how many acres? _ Yes v' No n. If the project is a oceanfront development, when was the lot(s) platted and recorded? 172UG�— Z Qn/+2%CN i—•1�t��� C Applicant or Pr ject Name Signature iS Date Revised 03195 Form DCM-MP4 (Construction within Public Trust Areas) 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 which relate to this proposed project. a. Dock(s) and/or Pier(s) (1) yOyCommercial _Community _ Private (2) Number 3_ (3) Length /otib (4) Width -Y ii' , (5) Finger Piers ✓ Yes No _ (i) Number 1 to (ii) Length 2H (iii) Width .5 (6) Platform(s) Yes / No (i) Number (ii) Length (iii) Width (7) Number of slips proposed 11� (8) Proximity of structure to adjacent riparian property lines (9) Width of water body 2 D u (10) Water depth at waterward end of pier at MLW or NWL xvrfv b. Boathouse (including covered lifts) (1) Commercial Private (2) Length (3) Width c.. Groin (e.g. wood, sheetpile, etc.) (1) Number (2) Length(s) d. Breakwater (e.g. wood, sheetpile, etc.) (1) Length (2) Average distance from MHW, NWL or wetlands (3) Maximum distance beyond MHW, NWL or wetlands G^,9 e. Mooring buoys (1) _ Commercial _Community _ Private (2) Number (3) Description of buoy (Color, inscription, size, anchor, etc.) (4) (5) Width of water body _ Distance buoy(s) to shoreline be placed beyond f. Mooring structure (boatlift, mooring pilings, etc.) (1) _ Commercial _Community _ Private (2) Number (3) Length (4) Width g. Other (Give complete description) Applicant or Proje t Name �� Signature Date APR 2 3 1996 BCfSlecJs�ar.aoaa m o.nu�w new%ti:.h Revised 03/95 Form DCM-MP-6 (Required for the mooring of more than 10 vessels) 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 that relate to this proposed project. 1. MARINA CHARACTERISTICS a. Check below the type of marina proposed. v-' Commercial _ Public _ Residential b. Will the marina be open to the general public? %-'L 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 I to Dry storage Number of boats I Boat ramp(s) P Other (describe) _L,bl �S Q %vats,) r 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 required ✓ Other (describe)��.jjtt 1tAN revkA f. Describe the typical boats to be served (for example, open runabout, charter boats, sail boats, mixed types), d• Typical boat length / S rr n? h. Maximum boat length .? � rf i. Are any floating structures planned? ND If so, describe 2. MARINA OPERATIONS a. Check each of the following sanitary facilities that will be included in the proposed project.. a Office toilets r' Toilets for patrons Number D Location - O Showers —n Boat holding tank pumpout Type and location 0vo r'.)P,li?-ir-o CC-C P.4 b. Describe treatment type and disposal location for all sanitary wastewater. NM c. Describe the disposal of solid waste, fish offal and trash disposal. nt1,3 d. How will overboard discharge of sewage from boats be controlled? 0 fa''.' e. Give the location and number of "No Sewage Discharge" signs proposed. vrf& Revised 03195 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 ? el /.4 h. Give the number of channel markers and "No Wake" signs proposed. VJ d i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality. pi"A j. Describe design measures that promote boat basin flushing or circulation and that reduce water quality impacts. Ae.lr L,),tr.)_- ev"r -1 k. What will be the marina policy on overnight and live -board dockage? n!`n 1. Is the proposed marina located near any shellfish leases? Yes uil No. If yes, give the name and address of the leaseholder. in. If this project is an expansion of an existing marina, what types of services are currently provided? n. How many slips are now available? f 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 �r No q. Give the location and number of "Pumpout Available" signs proposed. w9tvz g2tiLr D M har6N -i- g> I ti 1V1� 1J Applxmt or Project Name Signiture/ is Rate D - Lr46 }f71 FIS{1 JS (Jlt2 IN ONE pF EYJ>}'Ifjoj SeA WAII-27tictvcl^I`7 (J Fec1, Law we-}-d- U� Pler� \s gfa�x r -Tim elrT2 14 ^5- r---+ f'fUI wAa�wa �. .Rx,X Mfwzxa2 .De-ei- . '?1.e IS IlJit^ti�c1 Szm- U6C bLI fnq SQ1F. '4 w)l l bn v S�m� {eneJ�6 HS T �Iey,:, deu)N tk, W Al -The W AIt� WIl) bt -} Gull) be G`x 4e,!) Thcuc wvi1 b` MD boo+ ' l' e)�a_ APR 2 3 15�� if 1; ti y osaaaaaaa®oaaao0pp&^�^^'7 Revised 03195 A461 4" CuAoie- % & 4 A A ALjb TT Aecess .0 h P-evrt) .rQ Lv61 Owl Lit- yd s -�-b b 0- nOeAy eA ss5' Cob►c yd 5 �:.. ;P., 145-X 6 yes 34b Cub\e yjlj 'n LW I :��? �ias� rl - JrdG-ilLa ti.l le h To Y 1359 3.= 12oD0ub)e }I'�] le :Jeej�ek 1 I 3 To Tic E�e6�V Adt� 1. DIVISION OF COASTAL, NJ< NAGEM ENT FIELD INVESTIGATION REPORT APPLICANT'S NAME: Bruce D. Morton and Billy E. Morton / Shell Rock Landing Campground 2. LOCATION OF PROJECT SITE: A highground boat basin off the AIWW, at the end of SR #1503 (Shell Rock Landing Road) near the Bear Creek Community in Onslow County. Photo Index - 1995: Strip #33 Frame. #422 @ J&K-2 1984: Strip #27 Frame #1135 @ D&E-8 1989: Strip #165 Frame #8 @ H&I-14 1978: Strip #24 Frame #121 @ K&L-19 State Plane Coordinates - X: 2569100 Y: 333200 USGS 7.5 MIN. TOPOGRAPHIC QUADRANGLE "HUBERT" PR 1971 3. INVESTIGATION TYPE: CAMA / Dredge & Fill 4. 5 G W INVESTIGATIVE PROCEDURE: Dates of Site Visit - 26 April 1996 Was Applicant Present - No PROCESSING PROCEDURE: Application Received - April 23, 1996 Office - Morehead City SITE DESCRIPTION: (A) Local Iand Use Plan - Onslow County Land Use Plan Up -date 1992 Land Classification From LUP - Limited Transition / Conservation (B) AEC(s) Involved: Estuarine Shoreline (ORW), Estuarine Waters, Coastal Wetlands (C) Water Dependent: Yes (D) Intended Use: Commercial Boat Basin at Campground. (E) Wastewater Treatment: Existing - Septic Systems for Campsites Planned -None (F) Type of Structures: Existing - Boat Basin, Ramp, Docks, Bulkhead Planned - Replace Docks, Ramp, Bulkheads, New Fishing Pier (G) Estimated Annual Rate of Erosion: 2 to 3 feet Source - Personal Observations HABITAT DESCRIPTION: DREDGED FILLED OTHER (A) Vegetated Wetlands Saltmarsh cordgrass / Bulkhead / Excavation 1,125 sq. ft. 560 sq. ft. (B) Non -Vegetated Wetlands Boat Basin / Channel 24,370 sq. ft. Fishing Pier / AIWW 774 sq. ft. Riprap / Channel 540 sq. ft. (C) Other Highground / Spoil 13,000 sq. ft. / Riprap Beach 600 sq. ft. (D) Total Area Disturbed: Approximately 4 Acres (E) Primary Nursery Area: No (F) Water Classification: SA / Open / ORW FIELD INVESTIGATION REPORT: Bruce D. Morton and Billy E. Morton Shell Rock Landing Campground PAGE #2 8. PROJECT SUMMARY: The applicant proposes to refurbish the existing boat basin at the campground by conducting maintenance dredging and constructing replacement docks, boat ramps and new bulkheads around the basin. 9. NARRATIVE DESCRIPTION: The project site known as the Shell Rock Landing Campground is located about 4 miles southwest of Swansboro at the end of State Road #1503 which is also known as the Shell Rock Landing Road in Onslow County. The project site consists of two deeded tracks of land owned by the respective applicants. The property contains approximately 3.52 acres of land adjacent to the Atlantic Intracoastal Waterway situated between Queens Creek and Saunder Creek near the community of Bear Creek. The rural vicinity around Shell Rock Landing is an un- zoned, unincorporated area in Onslow County. Like most other rural areas in Onslow County, the project site is serviced by the county drinking water system. The entire project site is located within the 575 FT. Estuarine Shoreline AEC that adjoins the Outstanding Resource Waters (ORW) along this section of the sound. The surface waters are also classified as "SA" and they are 'open" to the harvesting of shellfish. The aerial photographs referenced on the front of this report provides a 17 year historical sequence of the project site from 1978 to 1995. The focal point of the property and the subject of the CAMA / Dredge & Fill application is the man-made boat basin originally excavated into the highground. The project was first authorized in November of 1970 by the Corps of Engineers Permit No. 265. Misters Morton, have operated and maintained the property as a commercial boat ramp and campground for the past several years. There are 16 boat slips in the basin. Although seven of the old finger piers will be removed, the application states that only 16 wet slips will be provide upon completion of the project. The emphasis of the proposed project is to restore the usable water depths in the basin and stabilize the interior shoreline with bulkheads. A late addition to the workplat drawing and applicant's permit request includes the construction of a "fishing pier" on the primary shoreline providing pedestrian access to the surface waters immediately adjacent to the AIWW. As proposed, the require maintenance dredging / excavation has been divided into 4 sections: "A" is the northern leg of the basin with the shallowest water depths and the most saltmarsh cordgrass involved; "B" is the entrance channel connecting the basin with the open waters adjacent to the AIWW; "C" and "D" make up the east leg of the basin and provide access to the boat ramp. The combined area of the basin is approximately 24,370 sq. ft. or about 0.56 acres. The maintenance activities will restore an overall water depth of -4 FT. on mean low tide. Some of the excavation near the boat ramp and around the shoreline will be accomplished by a equipment such as a backhoe. Other section of the basin will be dredged by using a small hydraulic pump. The estimated spoil materials some 1,734 cubic yards of mud and sand will place in the highground disposal area on the north side of the basin. The spoil area is a large open grassed field that slope towards the basin. The project plans show the area will be dike with a vegetated berm. Maintenance dredging will displace about 1,125 square feet of marsh grass dominated by saltmarsh cordgrass. HELD INVESTIGATION REPORT: Bruce D. Morton and Billy E. Morton Shell Rock Landing Campground PAGE #2 Once of maintenance dredging has been accomplished, the shoreline will be stabilized with bulkhead. Along the north side of basin "C" and "D", about 100 feet of new bulkhead will be installed. In order to create a straight alignment, the new bulkhead will cut off an small boat slip measuring 10 ft. by 15 ft. and occupied by saltmarsh. Elsewhere along the alignment, the bulkhead should be installed landward of the narrow fringe (1.5 ft.) of marsh that skirts the shoreline. The same marsh grass situation occurs along the shoreline in section "A". As proposed, approximately 255 feet of new bulkhead will be installed landward of the fringe marsh grass. All of the existing finger -piers along the new bulkhead will be removed. The workplat drawing also calls for the construction of a new dock running parallel to the bulkhead in basin section "A and "B". Approximately 400 feet of dock measuring 6 feet wide will connect access to the boat ramp. In combination with the maintenance excavation, the new dock will allow 16 boats 20 to 25 feet long to be tied to the new structure. The existing boat ramp is located at the east end of basin "D". The 12 foot wide ramp is in disrepair and the applicant proposes to not only resurface the ramp but expand it to a full 18 feet wide.. A small area of marsh grass on the side of the ramp will be displaced by the new launching facility. The last item being proposed is a fishing pier to be locate on the primary shoreline adjacent_ to the AIWW. The overall length of the pier will be 55 feet and this includes a 6 ft. wide by 80 ft. long T-Head platform. Although the water depths are shown to be -3 ft. on mean low tide, the new pier appears to be within 15 feet of the of the AIWW. There is no red channel marker near the proposed pier and so the workplat drawing was corrected by this office using a black marker. 10. ANTICIPATED LMPACTS: The proposed project will displace approximately 1,685 square feet of saltmarsh cordgrass within the man-made boat basin. The build up of sediments and marsh vegetation in the basin has been allowed to occur since the basin was originally permitted about 26 years ago. The actual maintenance dredging will restore the -4 foot water depth over approximately 24,370 square feet on subaqueous bottomland. The new fishing pier on the AIWW will occupy an estimated 774 square feet of estuarine surface waters on the Outstanding Resource Waters in this section of the Western Bogue Sound ORW. If the overall length of the pier does not exceed the length of the other pier along the same shoreline; it should not pose a problem to navigation. PREPARED BY: JAMB L. MERCER DATE: APRIL, 30, 1996 .). orm ISCM-MP-1 A"mP2"1PM%'.'A.1 ION (To be completed by all applicants) b. City, town, community or landmark S��112r9C1L � 1. APPLICANT a. Landowner: Name 13auce D.ryloR ot��tialtH 6• YYtp�To/ 9T0 V%-2:70 ' Address ,Ce-. City_ Hubce-+- State rJC Zip 2&s Day Phone 3 0 3 4L 2170 Fax q10- 347-244-=Z b. Authorized Agent Name Address City State. Zip Day Phone Fax c. Project name (if any) NOTE: Permit will be issued in name of fandow er(s), and/or project name. 2. LOCATION OF PROPOSED PROJECT a. County CIN.sloW Revised 03/95 c. Street address or secondary road number :5+ate 0 l.sa3 sAeNeocle te1vef1 'V F'�! d. Is proposed work within city limits or planning jurisdiction? Yes r/ No e. Name of body of water nearest project (e.g. river, creek, sound, bay) I ceccaRzsfrf �1t}teakae4r 3. DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT a. List all development activities you propose (e.g. building a home, motel, marina, bulkhead, pier, and excavation and/or filling activities. r- -P I.144 i 4- (r)L'eK5 Wri!n.J 11.7= r2Am;) It�:'�.hai) nnlrz use-ii, f5nn? b. Is the proposed activity maintenance of an existing project, new work, or both? Q. f+ i c. Will the project be for public, private or commercial use? PrrrvA-ie i 'arnYtt(.(�er a 1 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. f nsi,N -,Nrno -x* s Loi+11 2r,AA Phn,%4 A. Anew �T2 .02 %M A�-r:, e r i V7"a tnJ@li 4A An.Q 1�A.V nj1 ll3d Rn;,4 RFnnc /aynJ41A. la -t-.ti-±-ln-c e7-41r, sin hV4n rut1 Y`'wl1.�3 ov.�l.nen s . LAPR 23 1996 'L, Form DCM-MIP-1 CHARACTERISTICS a. Size of entire tract (boa o-4 1,� A e e 5 b. Size of individual lot(s) c. Approximate elevation of tract above MHW or NWL 7 J-n In Pee-4 d. Soil type(s) and texture(s) of tract W01 D1QA,t<,e- ..s�N 12A3.lgel e. Vegetation on tract Ors" f. Man-made features now on tract e w\%.) P,na?-6Ct]nnI>—$NDZzt— DAMA4eA 3e4i'"AII g. What is the CAMA Land Use Plan land classification of the site? (Consult the local land use plan.) Conservation v - Transitional Developed Community Rural Other h. How is the tract zon by local government? a 41- ra i? stJ r i. j• k. Is the proposed project consistent with the applicable zoning? Yes . - No (Attach zoning compliance certificate, if applicable) Has a professional archaeological assessment been done for the tract? Yes k,- No If yes, by whom? Is the project located in a National Registered Historic District or does it involve a National Register listed or eligible property? Yes --� No Are there wetlands on the site? Yes _ No Coastal (marsh) .d Other If yes, has a delineation been conducted? N) (Atach docamentation, if available) m. Describe existing wastewater treatment facilities. . J[F �'1 !'. .e3 �/.�i'I C•�J t^�9 �1.-- �i�M�315 �i'l.'i T- n. Describe location and type of discharges to waters of the state. (For example, surface runoff, sanitary wastewater, industrial/commercial effluent, "wash down" and residential discharges.) evnnte_ o. Describe existing-Ainking water supply source. P4 4+6--a- 5. ADDITIONAL INFORMATION In addition to the completed application form, the following items must be submitted: o A copy or 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 B 1/2" 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 noa�ea nvoc Form VCM-MP-1 4. LAND AND WATER CHARACTERISTICS a. Size of entire tract 61�a t?� t D clac 5 b. Size of individual lot(s) w 1,4 c. Approximate elevation of tract above MHW or NWL 7 4b ID f,-d4 d. Soil type(s) and texture(s) of tract will AeAiaus .4FrNL2 !Jeo-sSeel e. Vegetation on tract 4_ g>sa f. Man-made features now on tract tAti9s�ah?n RoaPP.�1n,F-• i�cla3- DA/r�n�e.i BeawAllS g. What is the CAMA Land Use Plan land classification of the site? (Consult the local land aye plan.) Conservationy` Transitional Developed Community Rural Other h. How is the tract zon9d by local government? SAS 16 LOW i. Is the proposed project consistent with the applicable zoning? Yes r No (Attach zoning compliance certificate, if applicable) j. Has a professional archaeological assessment been done, for the tract? Yes ✓ No If yes, by whom? k. Is the project located in a National Registered Historic District or does it involve a National Register listed or eligible property? Yes ✓ No I. Are there wetlands on the site? ✓ Yes _ No Coastal (marsh) ! Other If yes, has a delineation been conducted? NJ (Attach doatmentation, if available) in. Describe existing wastewater treatment facilities. *0 ST tA5 n. Describe location and type of discharges to waters of the state. (For example, surface runoff, sanitary wastewater, industrial/commercial effluent, "wash down" and residential discharges.) NaNc_ o. Describe existing 4inking water supply source. ti,a �1-reyt_- 5. ADDITIONAL, %NEORMATION 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 tide 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 li 1/2" by 11" white paper. (Refer to Coastal Resources Commission Rule 7J.020:1 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. 0 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 ,4.7 631ar-IF4� Address Phone Name tt^ % T, _ a Address f'? Sav r% rr\ A, e-S= Phone Ui«� r2o,n *aa�an rr1 Name Address i27 +j 2ncK L-fr Phone 6. CERTIFICATION AND PERMISSION 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 15 day of ROCZO , 193�--. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, Print NameC-312t+4Le D rzPr+ +0,IN, tyl-tf- .� permittee, and issuing dates. g Signa r Landowner or Authorized Agent �enti..-+.t,]A,^.%N4cd 1611Sstid 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. o A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A - I 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. Please indicate attachments pertaining to your proposed project. w DCM MP-2 Excavation and Fill Information DCM MP-3 Upland Development E 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. APR x 3 19M Revised 03/95 da 2bbfltldtl®YtlBtlY YYpryyBtl�t�,.�. Form DCM-MP-2 E)X[ C A "YAT010"."Nr A N D .100 I'Llrr -. 4 (Except bridges and culverts) 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 that relate to this proposed project. Describe below the purpose of proposed excavation.or fill activities. All values to be given in feet. Access channel (MLW) or (NWL) Canal Boat basin Boat ramp Rock groin Rock breakwater Other (Excluding shoreline stabilization) Average Final Existing Project Length Width Depth Depth r Y.... 3H� 1. EXCAVATION a. Amount of material to be excavated from below MHW or NWL in cubic yards �S = a b. Type of material to be excavated h? vel • -:5 a nv r c. Does the area to be excavated include coastal wetlands (marsh), submerged aquatic vegetation (SAVs) or other wetlands? _ Yes ti,-" No d. Highground excavation in cubic yards .: 0 2. DISPOSAL OF EXCAVATED NIATERUL a. Location of disposal area --,r-1 :1 d; ;ti:• Nor t b. Dimensions of disposal area !r?a r s c. Do you claim title to disposal area? / Yes No If no, attach a letter granting permission from the owner. d. Will a disposal area be available for future maintenance? Yes _ No If yes, where? APR 2 3 199c Revised 03/95 Form DCM-MP-2 e. Does the disposal area include any coastal wetlands (marsh), SAVs or other wetlands? Yes V� No f. Does the disposal include any area in the water? Yes i,-' No 3. SHORELINE STABILIZATION a. Type of shoreline stabilization ✓ Bulkhead Riprap b. Length AA :d r'r c. Average distance waterward of MHW or NWL d. Maximum distance waterward of MHW or NWL If yes, (1) (2) Amount of material to be placed water Dimensions of fill area (3) Purpose of fill in the b. Will fill material be placed in coastal wetlands (marsh), SAVs or other wetlands? Yes vF _ No If yes, (1) Dimensions of fill area (2) Purpose of fill 5. GENERAL. a. How will excavated or fill material be kept on site e. Shoreline erosion during preceding 12 months and erosion controlled? P%,oi rd 'I"", 7V�.x.` �l^• Rt )N1e+ 1-a (Source of information) l or -; n w ;-a l n f. Type of bulkhead or riprap material 0.,I':+.r.+ �°f fJ.d eAA".✓ .1.4— g. Amount of fill in cubic yards to be placed below water level (1) Riprap (2) Bulkhead backfill h. Type of fill material i. Source of fill material 4. OTHER FILL ACTIVITIES (Excluding Shoreline Stabilization) a. Will fill material be brought to site? Yes v-'� No b. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? rQ.ye'2 rt['_.^. ate 6, mil'! oe-- u5c DRo.4hr✓� c. Will wetlands be cr3ssed in transporting equipment to project site? _ Yes V' No If yes, explain steps that will be taken to lessen environmental impacts. 92ute n.�'Xlz i��l � 11 f �/l�+eti Applicant or Project Name Signature Date Revised 03l95,_ Form DCM-MP-2 e. Does the disposal area include any coastal wetlands (marsh), SAVs or other wetlands? Yes V� No f. Does the disposal include any area in the water? Yes vol� No 3. SHORELINE STABILIZATION a. Type of shoreline stabilization y,' Bulkhead Riprap b. Length A aD EN c. Average distance waterward of MHW or NWL d. Maximum distance waterward of MHW or NWL If yes, (1) Amount of material to be placed in the water (2) Dimensions of fill area (3) Purpose of fill b. Will fill. material be placed in coastal wetlands (marsh), SAVs or other wetlands? Yes `--" No If yes, (1) Dimensions of fill area (2) Purpose of fill 5. GENERAL. a. .How will excavated or fill material be kept on site e. Shoreline erosion during preceding 12 months and erosion controlled? rna� 3 F#, R-F Iniei- 'hv H?t�AY�/1srrJ Aril C�.^�+Aiivcd b„ r; oczn, n�...J-Jutc (Source of information) tpecAAwal 6hf-0444 1e,0 of Scr�� f. Type of bulkhead or riprap material OolleAta,a Pr'i'l. ea PVLISA*reo JaA SUM Patijea.e+� P lleaAp' lsaoe+t) g. Amount of fill in cubic yards to be placed below water level (1) Riprap (2) Bulkhead backfill h. Type of fill material i. Source of fill material 4. OTHER FILL ACTIVITIES (Excluding Shoreline Stabilization) a. Will fill material be brought to site? Yes ✓ No b. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? I 1 PR4r (x RP_Pein� 6, y AN 6e Able +G DSc DR A411 A/c. c. Will wetlands be cr3ssed in transporting equipment to project site? _ Yes ✓ No If yes, explain steps that will be taken to lessen environmental impacts. Applicant or Project Name Date Revised 031951_ S. Form DCM-MP-3 (Construction and/or land disturbing activities) 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. a. Type and number of buildings, facilities, units or structures proposed io d a,,,v.,tsh+3_.5drh< 64; n'C: ;i'3 (].`.` t,.r, roll Heel^ �-w na. w. ww, hCU4 t b. Number of lots or parcels 2 Pram(/, c. Density (give the number of residential units and the units per acre) d. Size of area to be. gr ;filled or disturbed including roads, ditches, etc. t 4b 1 . _14 e. If the proposed project will disturb more than one acre of land, the Division of Land Resources must receive an erosion and sedimentation 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? Yes v No If yes, date submitted f. List the materials (such as marl, paver stone, asphalt, or concrete) to be used for paved surfaces. 0x,42A,J d-A be uso.1 trf .hoA r5aenn g. Give the percentage of the tract within 75 feet of MHW or NWL, or within 575 feet in the case of an Outstanding Resource Water, to be covered by impervious and/or built -upon surfaces, such as pavement, buildings, rooftops, or to be used for vehicular driveways or parking. 26 d/5 h. Projects that require a CAMA Major Development Permit may also require a Stormwater Certification. Has a site development plan been submitted to the Division of Environmental Management for review? Yes Z No If yes, date submitted i. Describe proposed method of sewage disposal. j. Have the facilities described in Item i, above received state or local approval? (Attach appropriate documentation) p)rJ. iV '.� ��i�•*c`,'1" k. Describe location and type of proposed discharges to waters of the state (for example, surface runoff, sanitary wastewater, industrial/commercial effluent, "wash down" and residential discharges). -V rl 1. Describe proposed drinking water supply source (e.g. well, community, public system, etc.) �1JM"a in. Will water be impounded? Yes No If yes, how many acres? n. If the project is a oceanfront development, when was the lot(s) platted and recorded? QULc �llr,�ly�-<3,11� t= I eA+Zi w Applicant or P e B n,� tlJtat ram. XnAiiy� Signature Date 15 �aoq_.1 9(� Revised 03/95 Form DCM-MP4 (Construction within Public Trust Areas) 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 which relate to this proposed project. a. Dock(s) and/or Pier(s) (1) ✓Commercial _Community _Private (2) Number a (3) Length /n20 (4) Width -11, =t. (5) Finger Piers ✓ Yes No (i) Number 1 to (ii) Length 2H r' (iii) Width 3 (6) Platform(s) Yes ✓ No (i) Number (ii) Length (iii) Width (7) Number of slips proposed 1 to (8) Proximity of structure to adjacent riparian property lines ' (9) Width of water body 26g'`-" (10) Water depth at waterward end of pier at MLW or NWL _ _� 171'-%� b. Boathouse (including covered lifts) (1) Commercial Private (2) Length (3) Width c. Groin (e.g. wood, sheetpile, etc.) (1) Number (2) Length(s) d. Breakwater (e.g. wood, sheetpile, etc.) (1) Length (2) Average distance from MHW, NWL or wetlands (3) Maximum distance beyond MHW, NWL or wetlands e. Mooring buoys (1) _ Commercial _Community _ Private (2) Number (3) Description of buoy (Color, inscription, size, anchor, etc.) (4) (5) Width of water body _ Distance buoy(s) to shoreline be placed beyond f. Mooring structure (boatlift, mooring pilings, etc.) (1) _ Commercial _Community — Private (2) Number (3) Length (4) Width g. Other (Give complete description) SIIicr 0, oOIJ_ L4yN.-t— j.114 f—,(AdC-iatV Applicant or Proje t Name Signature L5- a0ak ld . Date APR 2 3 1996 8aC30aa�ea��a � o oaweu� eGq.i:*f'@ Revised 03195 Form DCM-MP-6 V k (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. 1. XIARINA CHARACTERISTICS a. Check below the type of marina proposed. o. Typical boat length J 5 �-6 A 4 P-4- h. Maximum boat length i. Are any floating structures planned? N.0 If so, describe 4s'' Commercial _ Public _ Residential 2. XIARINA OPERATIONS b. Will the marina be open to the general public? ," Yes No a. Check each of the following sanitary facilities that c. If there is residential development associated with will be included in the proposed project., the marina, how many units or lots are planned and o Office toilets how many are currently developed? _o Toilets for patrons Number D Location o Showers d. Check all of the types of services to be provided. _p_ Boat holding tank pumpout Full service, including travel lift and/or rail Type and location NO t=r?C h? r, AFC-ezr•:i Dockage, fuel, and marine supplies t" Dockage ("wet slips") only Number of slips 11^ b. Describe treatment type and disposal location for all Dry storage sanitary wastewater. 1\04 Number of boats I Boat ramp(s) Other (describe) trxs1,1-!5 Q,eg- rawQC.") c. Describe the disposal of solid waste, fish offal and e. Check below the proposed type of siting. trash disposal. n11 0 Land cut and access channel Open water with dredging for basin and/or channel Open water, no dredging required d. How will overboard discharge of sewage from boats ✓ Other (describe)/a`Jr'{{I]b#" e994-; ",t)zi be controlled? r4J11• f. Describe the "typical"boats to be served (for example, open runabout, charter boats, sail boats, mixed types). e. Give the location and number of "No Sewage Discharge" signs proposed. a r !A, Revised 03195 Form DCM-MP-6 f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products. NIA g. Where will residue from vessel maintenance be disposed of ? N 1 A h. Give the number of channel markers and "No Wake" signs proposed. - tN.4 i. 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. ha'51 la+ (?v k. What will be the marina policy on overnight and live -board dockage? WA 1. Is the proposed marina located near any shellfish leases? Yes +s" No. If yes, give the name and address of the leaseholder. in. If this project is an expansion of an existing marina, what types of services are currently provided? ° r n. How many slips are now available? 145 o. Is the marina proposed within a primary or secondary nursery area? Yes V' No p. Is the marina proposed within an area open to shellfish harvesting? Yes V No q. Give the location and number of "Pumpout Available" signs proposed. 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