Loading...
HomeMy WebLinkAbout20081136 Ver 1_No Written Concurrence_200809050 W A r?RQG r D -c Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Coleen H. Sullins, Director Division of Water Quality September 5, 2008 Brunswick County DWQ Project #: 08-1136 Harry R. Gross 142 Ocean Greens Lane Caswell Beach NC 28465 Subject Property: Harry R. Gross Residence 142 Ocean Greens Lane, Caswell Beach NO WRITTEN CONCURRENCE NEEDED Dear Mr. Gross: You have our approval, in accordance with the attached conditions, to construct a single slip private docking facility, as described in your CAMA Major application received by DWQ on July 22, 2008. After reviewing your application, we have decided these impacts are below the threshold for written authorization as long as all conditions of General Water Quality Certification Number 3687 (GC3687) is met. This certific ion may also be viewed on our website at http://h2o.enr.state.nc.us/ncwetlands. This Cert' i allows you to use the Regional General # 198700056 Permit when issue y the ores of Engineers. ,01 40k This approval is only valid for the purpose and design ribe o lication. If you change your project, you must notify us and you may b to sen application. If the property is sold, the new owner must be give o is cation and approval letter and is thereby responsible for complying with all con io 1 wetland fills for this project (now or in the future) exceed one acre, compensatory mitig equired as described in 15A NCAC 21-1.0506 (h) (6) and (7). This approval shall expire corresponding Nationwide Permit expires or as otherwise provided in the General Ce ification. For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. Conditions of Certification: 1) Upon completion of the project, the applicant shall complete and return the enclosed "Certification of Completion Form" to notify DWQ that all the work included in the 401 Certification has been completed. The responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the Division of Water Quality. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. 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 Genq*Carolina Naturally North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone (919) 733-7015 Customer Service Internet: www.mwaterqualitv.ore Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax (919) 733-2496 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper 2 142 Ocean Greens Lane, Caswell Beach Harry R. Gross Brunswick County 2008-1136 Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone Ian McMillan at (919) 733-1786 or myself at our Wilmington Regional Office at (910) 796-7215. Sincerely, Chad Coburn Senior Environmental Specialist '. , .. r r Lz <= . r Enclosures: GC 3687 Certification of Completion cc: Mark Westendorff - Land Management Group - P.O. Box 2522, Wilmington, NC 28402 Laura Stasavich - Land Management Group - P.O. Box 2522, Wilmington, NC 28402 Ian McMillan - DWQ 401 Oversight Unit David Timpy - Corps of Engineers Wilmington Doug Huggett - DCM Morehead City Heather Coats - DCM Wilmington Central Files W1RO Certification of Completion DWQ Project No.: Applicant: Project Name: Date of Issuance of Wetland Permit: County: Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any subsequent modifications, the applicant is required to return this certificate to the 401 Oversight/Express Permitting Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of these. Applicant's Certification I, used in the observation of the compliance and intent of the 401 and other supporting materials. Signature: Agent's Certification 1, used in the observation of the compliance and intent of the 401 and other supporting materials. Signature: Date: If this project was designed by a Certified Professional 1, , as a duly registered Professional (i.e., Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. hereby state that, to the best of my abilities, due care and diligence was construction such that the construction was observed to be built within substantial Water Quality Certification and Buffer Rules, the approved plans and specifications, Date: hereby state that, to the best of my abilities, due care and diligence was construction such that the construction was observed to be built within substantial Water Quality Certification and Buffer Rules, the approved plans and specifications, Signature: Registration No. Date Water Quality Certification No. 3687 Water Quality Certification Number 3687 is issued in conformity with the requirements of Section 401, Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ) Regulations in 15 NCAC 2H, Section .0500 and 15 NCAC 2B .0200 for the discharge of fill material to waters and wetland areas which are waters of the United States as described in 33 CFR 330 Appendix A (B) (3, 4, 5, 6, 7, 19, 20, 22, 25, 30, 32, and 36) of the Corps of Engineers regulations and Regional Permits 197800056 and 19780125 and for the Riparian Area Protection Rules (Buffer Rules) in 15A NCAC 2B .0200. The State of North Carolina certifies that the specified category of activity will not violate applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217 if conducted in accordance with the conditions hereinafter set forth. Activities meeting any one (1) of the following thresholds or circumstances require written approval for a 401 Water Quality Certification from the Division of Water Quality (the "Division'T a. Impacts equal or greater than 40 linear feet of additional permanent stream impact at an existing stream crossing location, or b. Temporary or permanent impacts equal to or exceeding: one-third (1/3) acre of wetlands East of Interstate-95, or one-tenth (1/10) of acre of wetlands West of Interstate-95; or c. Any impact associated with a Notice of Violation or an enforcement action initiated by the Division and/or the Division of Land Resources; or d. Projects with any impacts to streams, wetlands, and/or waters that have received a Notice of Violation from the Division and/or Division of Land Resources; or e. Any impacts to streams and/or buffers in the Neuse, Tar-Pamlico, Randleman and Catawba River Basins (or any other basins with Riparian Area Protection Rules [Buffer Rules] in effect at the time of application) unless the activities are listed as "EXEMPT" from these Rules. In accordance with North Carolina General Statute Section 143-215.3D(e), written approval for a 401 Water Quality General Certification must include the appropriate fee. If a project also requires a CAMA Permit, then one payment to both agencies shall be submitted and will be the higher of the two fees. Activities included in this General Certification and below the thresholds listed above do not require written approval from the Division of Water Quality as long as they comply with the Conditions of Certification listed below. If any of these Conditions cannot be met, written approval from the Division is required. Water Quality Certification No. 3687 KLUIUNAL PERMIT 197800125 (BOAT RAMPS) AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES) Water Quality Certification No. 3687 Conditions of Certification: 1. No Impacts Beyond Those Authorized for this General Certification No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the thresholds established for use of this General Certification, or beyond the footprint of the impacts authorized in the written approval, including incidental impacts. All construction activities, including the design, installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules occur. 2. Standard Erosion and Sediment Control Practices Erosion and sediment control practices must be in full compliance with all specifications governing the proper design, installation and operation and maintenance of such Best Management Practices: a. Design, installation, operation, and maintenance of the sediment and erosion control measures must be such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the project. b. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and maintained in accordance with the most recent version of the North Carolina Surface Mining Manual. c. Reclamation measures and implementation must comply with the reclamation in accordance with the requirements of the Sedimentation Pollution Control Act and the Mining Act of 1971. d. Sufficient materials required for stabilization and/or repair of erosion control measures and stormwater routing and treatment shall be on site at all times. except for publicly funded linear transportation projects when materials can be accessed offsite in a timely manner. e. If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), Trout Jr), SA, WS-I, WS-II, High Quality (HQW), or Outstanding Resource (ORW) waters, then the sediment and erosion control requirements contained within Design Standards in Sensitive Watersheds (15A NCAC 04B .0124) supercede all other sediment and erosion control requirements. 3. No Sediment and Erosion Control Measures in Wetlands or Waters Sediment and erosion control measures should not be placed in wetlands or waters outside of the permitted impact areas without prior approval from the Division. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, then the design and placement of temporary erosion control measures shall not be conducted in a manner that may result in dis-equilibrium of wetlands or stream beds or banks, adjacent to or upstream and down stream of the above structures. All sediment and erosion control devices shall be removed and the natural grade restored within two (2) months of the date that the Division of Land Resources or locally delegated program has released the project. 4. Construction Stormwater Permit NCG010000 Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an NPDES General stormwater permit (NCG010000) administered by the Division is automatically issued to the project. This General Permit allows stormwater to be discharged during land disturbing construction activities as stipulated by conditions in the permit. If the Water Quality Certification No. 3687 Water Quality Certification No. 3687 activity is covered by this permit [applicable to construction projects that disturb one (1) or more acres], full compliance with permit conditions including the sedimentation control plan, self-monitoring, record keeping and reporting requirements are required. A copy of this permit and monitoring report forms may be found at httallh2o.enr.state,nc.us/su/Forms Documents.htm. NCDOT shall be required to be in full compliance with the conditions related to construction activities within the most recent version of their individual NPDES (NCS000250) stormwater permit. 5. Work in the Dry All work in or adjacent to stream waters shall be conducted in a dry work area. Approved best management practices from the most current version of the NC Sediment and Erosion Control Manual, or the NC DOT Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams, and other diversion structures shall be used to minimize excavation in flowing water. Exceptions to this condition require submittal to, and approval by, the Division. 6. Construction Moratoriums and Coordination If activities must occur during periods of high biological activity (i.e. sea turtle or bird nesting), then biological monitoring may be required at the request of other state or federal agencies and coordinated with these activities. This condition can be waived through written concurrence on a case by case basis upon reasonable justification. All moratoriums on construction activities established by the NC Wildlife Resources Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries (DMF), or National Marine Fisheries Service (NMFS) to protect trout, anadromous fish, larval/post-larval fishes and crustaceans, or other aquatic species of concern shall be obeyed. This condition can be waived through written concurrence on a case by case basis upon reasonable justification. Work within the twenty-five (25) designated trout counties or identified state or federal endangered or threatened species habitat shall be coordinated with the appropriate WRC, USFWS, NMFS personnel. 7. Riparian Area Protection Rules (Buffer Rules) Activities located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not) within the Neuse, Tar-Pamlico, Randleman, Catawba (or any other basin with buffer rules), shall be limited to "uses" identified within and constructed in accordance with 15A NCAC 2B .0233, .0259,.0250, and.0243, and shall be located, designed, constructed, and maintained to have minimal disturbance to protect water quality to the maximum extent practicable through the use of best management practices. All riparian area protection rule requirements, including diffuse flow requirements, must be met. 8. Water Supply Watershed Buffers The 100-foot wide (high-density development) or the 30-foot wide vegetative buffer (all other development) must be maintained adjacent to all perennial waters except for allowances as provided in the Water Supply Watershed Protection Rules [15A NCAC 2B .0212 through .0215]. Water Quality Certification No. 3687 Water Quality Certification No. 3687 9. Placement of Culverts and Other Structures in Waters and Wetlands The application must include construction plans with cross-sectional details in order to indicate that the current stability of the stream will be maintained or enhanced (i.e., not result in head cuts). Culverts required for this project shall be designed and installed in such a manner that the original stream profiles are not altered and allow for aquatic life movement during low flows. Existing stream dimensions (including the cross section dimensions, pattern, and longitudinal profile) must be maintained above and below locations of each culvert. Placement of culverts and other structures in waters, streams, and wetlands must be placed below the elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20 percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow low flow passage of water and aquatic life, unless otherwise justified and approved by the Division. Installation of culverts in wetlands must ensure continuity of water movement and be designed to adequately accommodate high water or flood conditions. Additionally, when roadways, causeways or other fill projects are constructed across FEMA-designated floodways or wetlands, openings such as culverts or bridges must be provided to maintain the natural hydrology of the system as well as prevent constriction of the floodway that may result in destabilization of streams or wetlands. Any rip rap required for normal pipe burial and stabilization shall be buried such that the original stream elevation is restored and maintained. The establishment of native, woody vegetation and other soft stream bank stabilization techniques must be used where practicable instead of. rip-rap or other bank hardening methods. 10. If concrete is used during the construction, then a dry work area should be maintained to prevent direct contact between curing concrete and stream water. Water that inadvertently contacts uncured concrete should not be discharged to surface waters due to the potential for elevated pH and possible aquatic life/fish kills. 11. Applications for riprap groins proposed in accordance with 15A NCAC 07H .1401 (NC Division of Coastal Management General Permit for construction of Wooden and Riprap Groins in Estuarine and Public Trust Waters) must meet all the specific conditions for design and construction specified in 15A NCAC 07H .1405. 12. Temporary Fills and/or Access Roads All temporary fill and culverts shall be removed and the impacted area returned to the original grade, including each stream's original cross sectional dimensions, plan form pattern, and longitudinal bed and bed profile after construction is complete or within two (2) months of the establishment of the crossing, which ever is sooner, and the various sites shall be stabilized with natural woody vegetation (except for the maintenance areas of permanent utility crossings) and restored to prevent erosion. If the crossings are not completely removed and restored as described above within the specified time above, then written approval from the Division must be obtained to modify this condition. Water Quality Certification No. 3687 4 Water Quality Certification No. 3687 13. For activities requiring written approval, additional site-specific conditions may be added to the approval letter in order to ensure compliance with all applicable water quality and effluent standards. 14.Certificate of Completion When written authorization is required for use of this certification, upon completion of all permitted impacts included within the approval and any subsequent modifications, the applicant shall be required to return the certificate of completion attached to the approval. One copy of the certificate shall be sent to the DWQ Central Office in Raleigh at 1650 Mail Service Center, Raleigh, NC, 27699-1650. 15. If an environmental document is required under NEPA or SEPA, then this General Certification is not valid until a Finding of No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State Clearinghouse. 16. This General Certification shall expire three (3) years from the date of issuance of the written approval or on the same day as the expiration date of these corresponding Nationwide and Regional General Permits. In accordance with General Statute 136-44.76, certifications issued to the NCDOT shall expire only upon expiration of the federal 404 Permit. The conditions in effect on the date of issuance of Certification for a specific project shall remain in effect for the life of the project, regardless of the expiration date of this Certification. If the construction process for approved activities will overlap the expiration and renewal date of the corresponding 404 Permit and the Corps allows for continued use of the 404 Permit, then the General Certification shall also remain in effect without requiring re-application and re- approval to use this Certification for the specific impacts already approved. 17. The applicant/permittee and their authorized agents shall conduct all activities in a manner consistent with State water quality standards (including any requirements resulting from compliance with §303(d) of the Clean Water Act), and any other appropriate requirements of State and Federal Law. If the Division determines that such standards or laws are not being met, including failure to sustain a designated or achieved use, or that State or Federal law is being violated, or that further conditions are necessary to assure compliance, then the Division may reevaluate and modify this General Water Quality Certification. Non-compliance with or violation of the conditions herein set forth by a specific fill project shall result in revocation of this General Certification for the project and may result in criminal and/or civil penalties. The Director of the North Carolina Division of Water Quality may require submission of a formal application for Individual Certification for any project in this category of activity if it is determined that the project is likely to have a significant adverse effect upon water quality, including state or federally listed endangered or threatened aquatic species, or degrade the waters so that existing uses of the wetland or downstream waters are precluded. Public hearings may be held for specific applications or group of applications prior to a Certification decision if deemed in the public's best interest by the Director of the North Carolina Division of Water Quality. Water Quality Certification No. 3687 Water Quality Certification No. 3687 Effective date: November 1, 2007 DIVISION OF WATER QUALITY By CLH.Sullin Director History Note: Water Quality Certification Number 3687 replaces Water Quality Certification Number 3376 issued on March 18, 2002, Water Quality Certification Number 3494 issued December 31, 2004, and Water Quality Certification Number 3624 issued March 2007. This General Certification is rescinded when the Corps of Engineers re-authorizes any of these Nationwide or Regional Permits or when deemed appropriate by the Director of the Division of Water Quality. Water Quality Certification No. 3687 6 i 0NM rd0 rulodrJ H dON uNm3 x1WSNnd9 dIHSWOI 311v%HL11Y5 kV0DA3Aan50NV7500NV0 - 71VVV•3 9ooa s1-co 31 v0 05 = ,1 3IrJS 9C£6-9£t1•999 - XV3 • SLP6-9ZZ-0L6 - 191 SS020 A 33VH 5969Z VN11OW) H18ON '0NV751 VIVO 133H5 I 80J i 311(15 '3A180 0NV751 VIVO 1SV3 9005 9 LNV1dVdl8-BLrUL00 :3lu SN3389 NV3J0 A£ 'Y Z S3SVHd `7K 107 ` 800 V3dV 13NNVH3 NI SNOU Vn31]10d5 MOHS 80-91-1 d°1 :AB 0JAD3H7 BNO A8 NMVd0 30 ?,/IId fiuiAaNns \ BNO z11 101 01 03LYv1d9 V3bV 1N303SV3 MOHS BO-YI-I ,^1 :WA3"flS A3,43nS 50'JV NVISVdIN .?`J7 T'OWI NOISN3d 3LV0 BLIOLOOZ :/ 173'Odd gyp' _ ( / vCS\ \ I / os r Got by _?-? '? - ` \ ? ? 0Cj \ `rs ? / ?atl., ;d• C . ': \ 4 c Cl-') C all 101 ro \v\ ' NV370 fl4:; s 3NV7 ]do % J / 6 T'f fv ? SN33 bD ? I yv \.rr NV3J0 \ / ti b,r.1y \6£, fOp l8. Of° \CN i0C'L 6L6L •606L?L5 / / / (o ` N$ Y d1a °j 1 r ,YT ,.1?°'"d ? \ y b c al/ - lol " .+ - Lol //\ 'LbD / \ u o r ? ? 'ro-rr, ' !oI/'V•>n?fn ? /? W(1L3M0921V LL - 101 Q ' 3HI ?G b ?r , R 37N3053d 1 7w < V N,.60.1=6L5 ??1'pb rL\ 4 01"-1- 006C 1 'q11 1 n / v9us9zz 3 ?s oI 911 - 10i / 911 - 101 / r .N I 1 8X ul/807 l0dl H07 3 6ZC 11 1?6eLN Jdl ? W W 3 1 ' a ? i ` 665 U-1- l LI0'01 690011. .9[0-1 1.110-I llo;.;.0-1\ IACrI )WVV Lz9-I-1 L60'1-li Log (060-I? I.10'9-1;1.1926-1 431 / 9r r/ ' ?d'91 e / ti4/ / Z; to I I 1 11 a3Na07 10a1,g7 W130 .+--? ;' /[rl ,I6 L9 d. / ? )_CL.0L6QS ??: ?. ? ? , r3dr NOH/1V0 , ;? O Ir. I G I Lpq 1 /566 ? 0l , / .. nI Nuo- I? m /, /4. g ^I I ? / WI / /? ? ` I ra ?• /4 WI nI ; 1 w of C C / i ?nI a „ / I Z ? / y Ir I I 4v I 4 .tr 0? .pq O I . ?fC?f .1c 666 C SO OC 3?'OC?CS_ - - - .Z91ol 3.01/10L9N % ,1 1 HSJYW o z y a) r / ?, ! A A 2 / l 2 x l i / \ 1Nl0d n / Al3Nld j -Bf, 000 I b ' 1 3WJS QI ION - 1fbl?Q % M 0 1 p, rv = AdVA AVIV sc=dY3a ? ? ,I _ ' ,B=1 N083 0 /z SX7V9L35 NOU VA3131odS II AVM-30-1 H018 M18 13S OOd N081 Stll ONnOJ 00d N081 381 ONl10J 3dld N081 Jdl - 0IM31 - U-3Y 3NOZ 9000 'Z 3Nnf :31V0 3nUO3JJ3 f OOSBOZOZLf 'Mali - Vn3.3 - (71YOS 01 ION) dVl1 A11NfON Zoo 3J?d 'Of N008 JV" 'S 0,1,7 33Vd 11.008 derv .` *Of 30 vd 'A 10000 dVW 'c 99 39Vd 'BLiZ N006 0330 Z 9r. 39vd 'UY1 8006 0330 -1 - SMN3d313d - Oa IOVJB ll3•S V0 9909Z ON 'L0V38 113445V0 3NVI SN3385 NY330 Ztl 51 553d00V Ald3d04ld L 'ONVI JO 51308Yd 80 1338Vd 2 JNIISIX3 NV 10 Sl A3AdnS 3HI 1VH1 9 W \ 11DO 6103N19ZI 733dVd 'S v \I SJN18V36 58. JN HLYN ONOdS38800 .? rdu7d0aar 1 01 83d 38V O53NII wolsv0) 8o3A3AdI15Nn 'e d sn33w °I'N o 801 53JNVLSIO ONV S9NI8V36 1 Nv]JO r 9961 On VN Hnl vO NOLL rn3l3 'f LS n S8n ON 0083 03NIV160 SILVNIOd00O -e Nsavn 1331 A3AdnS Sn NI 53JNV1S10 ONOOHD t: IVLNOZ180H 38Y NNOHS 53JNVISI0 UV 'I -------------------- -------"A.1f- T'LSrQ7- ----- - S310N - CZ0 rr1fZ/ 130ard ,D\ IC.-Od 6L9-I170B 0330 3M4J 751] I/N \` 4? CZ - 101 r, C9'91z M. /U,61.a9N duo Ya ??ff ova „No ffo (650-1 lie l -1 z-1 iN I4 lzorn9z/ lnavd ' 5 90-9d OCL I-BOOB 0330 i $0arM i 03 M /IM VO B N3,31 5 lAN t 1 101 ' QI ? / m S4SL5 n / MSC $I / ? LIL / L 1 ' I / /2 ^ y 5 i SLOVVISL/ wdrd 91-Od '5911-MIOB 0330 ;O ,'Z , Im Or ALL3B 9 83.Li- 3AN / ?. SZ - l07 w I ^I' , n ? I ? y5 y ti i4 m ?L ht/C4 ? 0, / r J Z r o \v` /3 ? s a? ?o )13383 1NI0d Al3Nld a? ? 3 ^ N? a? ? F S31VS 80 S3JNVA3.INOJ - NOLL V08003d 803 JON 1VId S1W Yttlnttrlj ?' Noe 'd 'I 96LZ l - ' IV3S 0&V? ? 1r 9z i0i t 8OA3AWS ONVI IVNOISS1408d 96LZ- A NO 9002 "0'V JO AVO 3HL SIHI IV3S (INV d3smnN N0UV81S003d 38lUYN01S 1VN1012?0 An SS3N1W OOH1311 31YN/)800J A8 031nd010J SI V38Y 3H! 1VFU "000'01.1 NVH1 831138 SI 0.31V7nJ7V0 SV NOISI03dd 40 OUVd 3Hl 1VH3 '1VId 3H1 NO 0310N SV NOUYIYWJN/ MOdJ 031101d 3838 ONV 53N17 N0086 SV HV3ddV 03A3ndnS AIIVLUJV ION 53N17 ANY 1VLU dV01 NO 030N3d3_138 SA006 dVYY ONV dVM NO 03JN383J38 S"8 0330 NI NNOHS NOUVMa03N1 MQUJ NO)SY183dnS AM 810Nn 30VM A3AdnS 7Vn1JV NV 10th NOISN83dnS AA d30Nn NMVdO SVM 1Vld sl"I Ivw AJU83J 9800-7 Sld 'df A3NOH 'J SI"Vf 'I Lr9.Y_Ir y. ?..r drrs-1 ? 3.9°6s. L9rm-1 ' IIY9-I I.:Y V-1 ?165'V-1 +LC96-I l.zl v-1+1 t +Lz9z--1 . 1,29-1 +L99(-! (Ilz-1+.l ur[,1 UA-1 'I Le99-1 lcl9-I al,+r9'l llY.c-f ,rlic ,-1 ?fr6 v-I Iuz??-I `I,zo1-1 lurs ; dose-/r '191 s-1 juvs-I to, s I .Inw LII°<-I p l,IO.S,I+ LC 95-1 L/1'1-I aUl Lens 17 1,,00 i-1 J- I L \ \w Alignment - (1) PROFILE DGE OF CHANNEL -6'\ I O f") ? In N ? Qj C1 ? c7 cD r M <D cD N ? 6 N u) N 0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 THIS DRAWING IS PROVIDED AS A SCHEMATIC REPRESENTATION OF PROJECT INTENT AND IS TO BE USED FOR CAMA PERMIT REVIEW ONLY, THIS DRAWING IS NOT INTENDED TO BE UTILIZED FOR FINAL DESIGN OR CONSTRUCTION FOR THIS PROJECT. NOTE: 1. PLATFORM CALCULATION BASED ON 164.99 LINEAR FEE C PP SHORELINE (164.99'X 4.0'= 659.96 SQUARE FEETOF PLATFORM). FT RO OS 2, ALL DEPTHS RELATIVE TO MLW C E -2 -4 -5 -7 / EDGE OF CH L -6' -8 \ 1 ...'.. J q' RAMP \VI / ' NOING Fl _8 K %q' RAMP •? -7 LAN Q -6 DOCK PLATFORM o -- -5 z _ CY -4 0 J.. 0 Dock -3 RO Boat Z m o Lift 1 z z Q Q ? / Q Q Q 1 EDGE OF a a MARSH X O p o W W V7 O W O o- (D a_ v O a rn -? a' ID oc, k X' z G) v a 0 m A r -? L:\CAMA\2006 CAMA FILES\02-06-7 25 --- OCEANGRNSLN142,GR OSS\GROSS _MAJOR.DWG 2 RUNSWICK COUNTY - PROJECT: OCEAN GREENS 14 B APACIU(FHT GFOVI.c ANI] MANAOEMIW- GROUP INC CLIENT: HARRY GROSS JOB # 02-06-725 ;. L ENVIRONMENTAL CONSULTANTS CREEK CROSS SECTION DRAWN BY: LES DATE: 6.24.2008 LUG wPOaMINGTiNCm2 N, N C zenoz Fax. TE`E'(ga' o)o,454szooso -0060 EMAIL: info(o]Imgmup net GROSS RESIDENCE ' SCALE: VARIES SHEET 4 of 6 Cross Section A A EDGE OF CHANNEL -6' 1 %4 WATERBODY SETBACK 9'X15' PL TFORM \ 6'X15' FI OATING DOCK 1 ACCESS RAMP AND 4' WIDE FIXED WALK AY LANDING ------ -- ----- APPROX. HW -4- ---------- -- - ---- ---- -------- - - -- APPROX.. L__ - EXISTING GRADE DEPTH PER CONTRACTOR OR ENGINEER NOTE: 0-x..00 0+75 1. FIXED PLATFORM AND BOAT LIFT NOT TO EXCEED THE EDGE OF CHANNEL. 2. CONTRACTOR OR ENGINEER TO DETERMINE DEPTH AND PLACEMENT OF PILINGS. 3. ALL DEPTHS RELATIVE TO MLW. 4. DEPTHS AS PER CHANDLER GROUP SURVEY (NAVD 1988- MSL), CONVERTED, AND ARE RELATIVE TO MLW (FORT CASWELL TIDAL STATION ID# 2845). GRAPHIC SCALE Ui G in ( IN FEET ) 1 inch = 10 fL F Cross Section B 4' WIDE FIXED WALKWAY APPROX. MHW --- -- ---- --------------- - --- - ---------- - EXISTING GRADE - - _? - - -- _. - -- ---- -- DEPT _ .PER-C©NTRAOTL R-- --- -. -- - ----- - --- -..__. - -- 0+00 0+75 NOTE: 1. DEPTHS AS PER CHANDLER GROUP SURVEY (NAVD 1988- MSL), CONVERTED, AND ARE RELATIVE TO MLW (FORT CASWELL TIDAL STATION ID# 2845) . 2. BOTTOM OF ELEVATED PIER TO BE 5.7' ABOVE MHW TO ALLOW PASSAGE. THIS DRAWING IS PROVIDED AS A SCHEMATIC REPRESENTATION OF PROJECT INTENT AND IS TO BE USED FOR CAMA PERMIT REVIEW ONLY. THIS DRAWING IS NOT INTENDED TO BE UTILIZED FOR FINAL DESIGN OR CONSTRUCTION FOR THIS PROJECT. L:\CAMA\2006 CAMA FILES\02-06-725 --- OCEANGRNSLN142,GROSS\GROSS_MAJOR.DWI PROJECT: OCEAN GREENS 142 BRUNSWICK COUNTY L1N0 W"ACIIWN 6ll0Uf .c LAND MANAGEMENT GROUP INC CROSS SECTION CLIENT: HARRY GROSS JOB # 02-06-725 ENVIRONMENTAL CONSULTANTS 0 ", eox zszz TeLe: leiol45z ooo? DRAWN BY: TMW DATE: 6.24.2008 - . 452.0080 RC 28402 910 WILMINGTON FAX: GROSS RESIDENCE . ? ?l? CYAc , ( ) , EMAIL. nfo@ImerauP nel ? SCALE: 1" - - 10' SHEET 5 Of P z 133HS ,OL=.,4 31VOS ?33NIaISI?I SS0?10 800Z'6Z'9 :31V4 MWl l.8 NMb'80 H f SZL-90-ZO #80f SS080A88VH :iN3110 ?I V 1?a ??Oa AiNn00 )101MSNn8l9 Z74 SN3389 NV300 103r08d Ma'aOPVW SSO2tiO\SS02:iO'ZtlN3SNbONV3O0 --- SZL-90-ZO\S331d VWVO 9002\dWdO\ v ° o ° C) U) 01 a o Vi o m ? v y ? z Z o cn -,70 03 (D HSbVW X r JO 39(13 w m a. z ` Wti "?jl H"lj N i00?:Dou Qww JNIONVI - dVJVN OXE N000 :..' 5N11V01J :.. ONIONY (] w CL C7 z r 6 8- ,9- 13NNVHO d0 3J43 1N10d I?JNid U 0 z 4OOQ Q U3SOdOdd 'iJ OS 6V7 (INdOJiVld JO 133J 38VnOS 96659 = .0'b X.66 P90 3N113bOHS iNVOllddV-00 JO 133J 2JV3N11 6649L NO U3SV9 NOlidln0lV3 "HOAiV]d 31ON C--. -/ u N '103f O2ld SIHl 2AOd N0110ndiSNOO dO NOIS3Q 3VN13 2 03 03zi-lan 38 Ol 430N31N1 lON SI ONIMV80 SIHl '1.1NO M31n38 lIV483d VWVO 2 03 43Sn 38 Ol SI (INV 1N31N1 103C08d 30 NOI1V1 d OIIVW3HOS V SV 0301AObd Sl_,-,i MVdO SIHl lau-dnorfiwl?olu! lIVW3 L?111b?Y°17 0900_ZSV(0I6) XVd ZMZ ON NOIDNIWlIM LOOO'Z96 (0 19) :3131 M2 XOe Od S1NVilnSN00 1V1NAMO81AN3 ONI cAnOdJ 1N?W4DOVN`d6N C3NV-l cYAOY 1NfWY0YNYM ONY 00 0 N N Z o O Q O N 0 Q N U h Z ?- ?i ° 9 W (n 4t w Un W Co m ? D r cV v Q J U) z w 0 W 7 > CLf U) LD C? Q Q 0 Q , r O Q N _ 0 r Q Z U Q W Z W Q a o o Q a Q U D (n Cf) Z 0 w - U (n z Z W D W W ,72 0 of) (!J 0 0 U ?o o0 z v v 0 0 w W li O F- ? V L R) ? Q N C a LL J r ? J p E Wo 15U J W< Q w ?z W Q S Z Z0 N ?y/ Q LL Q Z W z Q Z N Z N p N X Z Q J OOO a3 A e[ l7 7 TE: 1. MEA GH WATER AS P URVEY BY BONEY LAND SURVEYOR INC. -06. PINS POINT GFE£X 2. DEPTHS ARE RELATIVE TO MLW- A nf.Dxk u?t o«* M Q o L A e 3 3 ' o U r A MARSH L 3 3 i I ? N A 4 O O A THIS DRAWING IS PROVIDED AS A SCHEMATIC REPRESENTATION OF PROJECT INTENT AND IS TO BE USED FOR CAMA PERMIT REVIEW ONLY. THIS DRAWING IS NOT INTENDED TO BE UTILIZED FOR FINAL DESIGN OR CONSTRUCTION FOR THIS PROJECT. MARSH BRIDGE SECTION OVERSLOUGH PINEY Lef - ?a ? m v-i m B ?l1 +? 1 Y c 5 PANT .0" 11 R 1 1 W (Y#EE7( Let - 25 z ti MARSH 8 ? N/Y Woltr ! B.fly Jo Nlfdlok ti 0 D..d Book-1465• PO-185 v W 141.82 5 67'06'19' ' ' P-l 4251AA025 ARSN (79.71') • ) (?)? ? f (7f.4A 3 ? ) ' >Z LO ?? ? A h 6 A yJti 5 ° ?l 1 0 f j4• W 1p? y r s 7578 217.76•) ^?" A W .? j ( gl 'e m L OCEAN GREENS HOME t ?{ 9R Y OWNERS ASSOCIATION OP MARSH Ir I l ? Lot 24 ?. 3 1 = LA o c Jr _ N/F St- B. k Dewn W fd ? a • OCEAN O EENS HOME ? ? ? ? 1• N D..d 8oek-1270. Pq-885 8 OWNER ASSOCIATION '? P-a 01251AA024 3 "1 b U fi ? Fh ? W 1 1 M h 216.67' ' ' ? hS _ `' ? .! N 88 4$25 h S? Lot - 147 Lot - 114 Lot - 2.3 ?a E JO T ?04 AND COASTAL TLANO LINE AS FLAOGEO By ?• J ? G N/f E1.1 . oA? y as >•i. R ? Lot - 143 Lot - 146 O..d Book-879. Pq- I - S 39, • P-of /251M023 79 S 79.53 b W ? n ? O y 4 a w S 64JY o S _ ACCESS EMENT GRANTE 'IV' * T0. ti TO HARRY G S BV OCEAN A`-O 6 3 'Lh "A ? ?i 1A O Q °? (337.06•) GREENS HOA. ? 3 Qtr ?S N b sy ? f O C , y ` N 40 o R fy 08 Jy. Lof-22 ¢ N/ff [eI y41 A7? y Lo any ?Y 7 fit, ?, Nb l G s y cT ? 3T?[12p L e o ' a •kD W S 16'31 09 y• 'o: N 0 OCEAN 36) 7 Al OCEAN GREENS HOME . (29 OWNERS ASSOCIATIO ?R G7tfE7[5 LANE U `ry O ? L:\CAMA\2006 CAMA FILES\02-06-725 --- OCEANGRNSLN142,GROSS\GROSS_MAJOR.DV\ PROJECT: OCEAN GREENS 142 BRUNSWICK COUNTY NDMANAGWLNTGAOU1v c LAND MANAGEMENT CROUP INC C? AN CLIENT: HARRY GROSS JOB # 02-06-725 NVIRONMENTAL CONSULTANTS SITE PL E DRAWN BY: TMW DATE: 6.24.2008 . PO BOX 2522 TELE. (910) 452-0001 NCE ??? WILMINGTON, N.C. 28402 EMniL: ?RrG?iR, ?u net FAX: (910)4520060 GROSS RESIDE SCALE: 1"=60' SHEET 1 01 9 p jau d oewpo i ,rw3 lv1N3Nl-iddnS 133HS 05-„L 3lVDS 'A IGISI? SSMJ9 IO Z068Z ON'NOl`JNIW,IM- 0000-Z36 (0l6) XVA 0 Od F - J Iv J 7 a a I 13 3 1000Z50 (O t8 313) 1 ZZSZ %0 - F Root t7l L 3iv(3 MWl ,l9 NN1b'W] dl?`ddl siNV11f1SNOO 1H1N3WNOHIAN3 \ iN3]M SA O®UH03 N LN?3NaC)VN` N aNV-1 ino O ONI yNOY?1NTAO N 97,L-90-zo # oor SSM30 A J8VH . v l,iNAOD A01MSNn68 Zti6 SN332iJ NV300 103rMJd 0Ma dorVH SSodo\SSO?AO 'Ztv6NlSNd9Nd300 --- SzL-90-ZO\S311J VVIVO 9002\VV4V3\:l t! ' A Q!L! ` ?O 3 ?N m ^r zL FJ 'b 9 y b , br ? ,p S F O # yy .. t`r i O 1, 6fJ y o r uO .6 Oti .9 -;bN3p?3N .? ny I ,? U ° 9IJ :` ? 9) lS V ?O yi Nis',3 ,r ? ; m 3 bt' c,'0 O o .O .A ?y o k b M t9 S Z M et,C9.6L 5 (,60 .95 ?!! '? b rLOYVlSL/ N°JOa I -bd '6L8-Moo9 P 9r! - Iol Sr4 - 101 01913 VN 7 J r ?sr ' rt1 - Jo, r*1 - 1o, s 1 h - , -V1,901.99 N (,t9 91 Z) ? ? Off` Z ,,, ?, o a `o W rzorrlsz/ Z • °' 598-6d 'OM-l Q `D m -? O' Y ?O -j C, 2 q ? l b _° V MP3 'M -MOO V O 0 _ o_ O v v o H SaVW d13 ? m d ? 2 $ 4 u?^ 6 (9C Ltt) ' ? T L M tt,B4S ? y e`'1 bt• o; ti 'P ?6'i ( GQ. ? d . . ?z?YLJ ( 9t'!L) 0 (.It'6f) (.S9' ) l? HSMV A' ti 3 SZOVVISZ/ PO1o< , d ?Lr L9ltl M ,6r,90IL9 5 ? S 9!-6d 'S9r1-Moog S O 4 v MOWNH Or 11)09 V -N r ?' mo b1i z SZ - !ol HSaVW m Y )(33aD a W • w? ? N O 0 Q? O ?p? S ^ 1 NIOd S 3 X ti I ? w? ? DO t O o o ?7 w LL, b ?1 h 1p b wti ??o `? 9L " co A3NId sn S'J r g HEMO1S a3AO s ^ Z N01133S 3901H9 g ? s4 ? 3 t o s (.ri rrJ 3.h's? u < a: ?l S i 0 C, - H VW m n ° o h c o n h bW 0 v N o W ! 4 a ; HSaVW Z ^ o N < ° N u b o 7- F O < p C Z K W _ a V r ? o W $ 2 13 O c Z ?n i•l n ? s- ° ° HS8M - 4 > n 0 m x W S a S3H'DnH 03 dod 80oiadOn NV18VdW 03NOONVBV N S3HOM4 Oa 803 80014800 vldrdld iN38bnO 030800321 ONV 03A3A8nS 30 01 S3H0nH 03 803 800 8800 NVI8Vd18 O3SOd08d 103r06d SIHl 803 NOI Ond1SN00 80 NOIS30 ld Id N03 a3Zlliln 38 Ol 0 aN31Nl lON SI ONIM'MO SIH ',LINO M31A38 lINd3d wdO a03 43Sn 38 Ol SI aN 1N31N1 103rOdd NOIlb1N3S3?ld3d DIIVV43H0 Sd bd SI ONIMVdC] SIHl 0.003 1 llll ,w Yaw+ MooO 1pO8 .9 13NNVHO JO 3003 ersnn°mrvo wsre / waim0ro rvuois.ie N3380 1NIOd ?3NId c Q N ?nn C ! a 7*' U F . ` L.Li "? 10