Loading...
HomeMy WebLinkAbout20080194 Ver 1_Approval Letter_20080328Michael F. Easley, Governor O~~F W A T ~RpG ~ ~ William G. Ross Jr., Secretary ~ f_ North Carolina Department of Environment and Natural Resources --1 p ~ Coleen H. Sullins, Director Division of Water Quality March 28, 2008 Brunswick County DWQ Project #: 08-0194 Red Apple Group, LLC Attn: Troy Hudson 712 Village Road, SW Shallotte, NC 28470 Subject Property: B-Var Road Lot/Red Apple Group,LLC Approval of 401 Water Quality Certification with Additional Conditions Dear Mr. Hudson: You have our approval, in accordance with the attached conditions to impact 0.735 acres ofnon-vegetated wetlands (open water), 0.017 acres of 404 wetlands, and 0.014 ages of coastal wetlands to replace a rail system with a boat ramp, construct a docking facility, dredge the basin, inaJla ~~tatmwater treatment system, and a driveway with a ;:: turn-around as you described in your application recei'~ed'b~ „fie ~'IC. ~?ivision of Water Quality (DWQ) Wilmington Regional Office (WiRO) on January 22,-2008. AddiYron~l inl'~rmation was received by the DWQ on March 18, 2008. After reviewing your application, we,l~~v~ decided that the iriap~pls are covered by General Water ,~ ~~, Quality Certification Number 3642 (GC 3642). Thls ~C,ei~ieat3on-can also be fold ~an`1i~e at: http://h2o.enr.state.nc.us/ncwetlands/certs html. The Cei-trt~,~fi~ri allqu~s you to use-~the'CAMA Major Permit when issued by the Division of Coastal Management. In addition, you s~io~ld abtain,,o.> otherwise comply with any other required federal, state or local permits before you go ahead with your prc~ect.incl'uding,(but not limited to) Erosion and Sediment Control, Non-discharge, and stormwater regulations. Also, this approval to: ptlt-oceed with your proposed impacts or to conduct impacts to waters as depicted in your application'shll expire upon expiration of the 404 or LAMA Permit. This approval is for the purpose and design that you described in your application. If you change your project, you must notify us and you maybe required to send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 1501inear feet of stream, compensatory mitigation maybe required as described in 1 SA NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached certification and any additional conditions listed below. The Additional Conditions of the Certification are: L No Waste, Spoil, Solids, or Fill of Any Kind No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts depicted in the CAMA Major application. 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. No Sediment & Erosion Control Measures w/n Wetlands or Waters Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within six months of the date that the Division of Land Resources has released the project. N""or~enCazolina /vafurally North Carolina Division of Water Quali[y 1617 Mail Service Center Raleigh, NC 27699-1617 Phone (919) 733-7015 Customer Service Internet: www.ncwa[erquali ore Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax (919) 733-2496 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer - 50% Recycled110% Post Consumer Paper 3. Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached Certificate of Completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. 4. Turbidity Standard The turbidity standard of 25 NTUs (Nephelometric Turbidity Units) shall not be exceeded as described in 15 A NCAC 2B..0200. Appropriate sediment and erosion control practices must be used to meet this standard. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application and as authorized by this Certification shall expire upon expiration of the 404 or CAMA Permit. If you do not accept any of the conditions of this Certifea~'on(associated with the approved wetland or stream impacts), you may ask for an adjudicatory hearing. You dust xct within 60 days of the date that you receive this F.~ letter. To ask for a hearing, send a written petition, which c~~forms to Cli~pter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 67141~1ai1 Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding.unleS~ you ask for a ~iearng. This letter completes the review of the Division of Water Qiialit~ t~det:Section X101 of the Clean Water Act. If you have any questions, please telephone Ian McMillan in the Central Office iati Raleigh at 919..-733-1786 or Joanne Steenhuis in the DWQ Wilmington Regional Office at 910-796-7215. Sincer , ~~ Coleen H. Sullins, Director Division of Water Quality Enclosures: GC 3642 Certificate of Completion cc: Stephen Clark -The Clark Group, P.O. Box 10136, Wilmington, NC 28404 Margaret Gray -McKim & Creed, 243 North Front Street, Wilmington, NC 28401 Doug Huggett -DCM Morehead City Debra Wilson -DCM Wilmington Dave Timpy - USACE Wilmington Field Office Ian McMillan -DWQ 401 Oversight and Express Unit Rhonda Hall -DWQ Wilmington Central Files WiRO Certification of Completion DWQ Project No.: Applicant: Project Name: Date of Issuance of Wetland Permit: 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, ,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. Signature: Date Agent's Certification I, ,hereby state that, to the best o~ my abilities; due care and diligence was used in the observation of the construction such that the construction was observed , o 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. 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. County: Signature: Registration No. Date WQC #3642 CAMA PERMIT CERTIFICATION GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR CORPS OF ENGINEERS GENERAL PERMIT NUMBER 198000291 (ISSUED TO THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT) OR CORPS OF ENGINEERS GENERAL PERMIT NUMBERS 198000291.198000048. 198700056,197800080,197800125, and 198200277 AND NATIONWIDE PERMIT NUMBERS 3 12 14 18 27 29 33 35 39 and 43 WHEN APPLIED TO CAMA PERMITS, AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES) This General Certification is issued in conformity with requirement of Section 401, Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of Water Quality Regulations in 15 NCAC 2H, Section .0500 and 15 NCAC 26 .0200 for the discharge of fill material as described in General Permit 198000291 and for the Riparian Area Protection Rules (Buffer Rules) in 15A NCAC 2B .0200. This Certification replaces Water Quality Certification Number 3025 issued on September 6, 1995, Water Quality Certification Number 3112 issued on February 11, 1997, Water Quality Certification Number 3274 issued June 1, 2000 and Water Quality Certification Number 3371 issued March 18, 2002 and WQC Number 3400 issued March 18, 2002. This WQC is rescinded when the Corps of Engineers re-authorizes any of these Nationwide or Regional General Permits or when deemed appropriate by the Director of DWQ. The State of North Carolina certifies that the specified category of activity will not violate applicable portions of Sections 301, 302, 303, 3t36-and 307 of the Public Laws 92-500 and 95-217 if conducted in accordance with conditions hereinafte~'3et.forth. Conditions of Certification: ~• 1. Activities authorized by CAMA-major perm5'ts require written concurrence from the Division of Water Quality as well as ~car~plance with all conditions of this General Certification; ~ , " 2. Activities authorized by Coastal Area Management Act~(CAM.A) Minor ar General Permits do not require written authorization from the Division of-Water Quality as long as they comply with all other conditions of this General Certification; 3. In accordance with North Carolina General Statute Section 143-215.3D(e), any request for written concurrence fora 401 Water Quality Certification must include the appropriate fee. If a project also requires a CAMA Permit, one payment to both agencies shall be submitted and will be the higher of the two fees. The fee shall be collected and distributed between the two agencies in accordance with agreements reached between the Division of Water Quality and the Division of Coastal Management; In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be required for impacts to 150 linear feet or more of streams and/or one acre or more of wetlands. In addition, buffer mitigation may be required for any project with Buffer Rules in effect at the time of application for buffer impacts resulting from activities classified as "allowable with mitigation" within the "Table of Uses" section of the Buffer Rules or require a variance under the Buffer Rules. A determination of buffer, wetland and stream mitigation requirements shall be made for any Certification for this Nationwide Permit. The most current design and monitoring protocols from DWQ shall be followed and written plans submitted for DWQ approval as required in those protocols. When compensatory mitigation is required for a project, the mitigation plans must be approved by DWQ in writing before the impacts approved by the Certification occur. The mitigation plan must be implemented and/or constructed before any permanent building or structure on site is occupied. In the case of public WQC #3642 road projects, the mitigation plan must be implemented before the road is opened to the travelling public; 5. Compensatory stream mitigation shall be required at a 1:1 ratio for not only perennial but also intermittent stream impacts that require application to DWQ in watersheds classified as ORW, HQW, Tr, WS-I and WS-II unless the project is a linear, publicly- funded transportation project, which has a 150-foot per-stream impact allowance; 6. Impacts to any stream length in the Neuse and Tar-Pamlico River Basins (or any other major river basins with Riparian Area Protection Rules [Buffer Rules] in effect at the time of application) requires written concurrence from DWQ in accordance with 15A NCAC 28.0200. New development activities located in the protected 50-foot wide riparian areas (whether jurisdictional wetlands or not) within the Neuse and Tar- Pamlico River Basins shall be limited to "uses" identified within and constructed in accordance with 15A NCAC 2B .0200. All new development 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. Activities listed as "exempt" from these rules do not need to apply for written concurrence under this Certification; 7. All sediment and erosion control measures placed in wetlands or waters shall be removed and the original grade restored after the Division of Land Resources has released the project; 8. If an environmental document is required, this"Certification is not valid until a Finding of No Significant Impact (FONSI) or Record'ofE Decision (ROD) is issued by the State Clearinghouse; ,, ,: , 9. That appropriate sediment and erosion control practices which equal or exceed those outlined in the most recent version of the "~lorth Carolina Sediment.and Erosion Control Planning and Design Manual" or the "North :Carolina Surface Mining Manual" whichever is more appropriate (available from the Division of Land -Resources (DLR) in the DENR Regional or Central Offices) shall be in full compliance with all- specifications governing the proper design, installation and operation .and maintenance of such Best Management Practices in order to assure compliance with the appropriate turbidity water quality standard; 10. Measures shall be taken to prevent live or fresh concrete from coming into contact with freshwaters of the state until the concrete has hardened; 11. Additional site-specific conditions may be added to projects which have applied for CAMA major permits which are proposed under this Certification in order to ensure compliance with all applicable water quality and effluent standards; 12. When written concurrence is required, the applicant is required to use the most recent version of the Certification of Completion form to notify DWQ when all work included in the 401 Certification has been completed; 13. Concurrence from DWQ that this Certification applies to an individual project shall expire three years from the date of the cover letter from DWQ or on the same day as the expiration date of the corresponding General Permit 198000291, whichever is sooner. Non-compliance with or violation of the conditions herein set forth by a specific fill project shall result in revocation of this Certification for the project and may result in criminal and/or civil penalties. WQC #3642 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 that requires written concurrence under this certification, if it is determined that the project is likely to have a significant adverse effect upon water quality 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. Effective date: 19 March 2007 DIVISION OF WATER QUALITY 3 0 °a v i 4 W Z g-VAR ROAD 60' R/W (PUBLIC) ~~ ~ncE Pa~~--m --- ~"'- t\ ~ _~ 1 1N"r ~ YA1kAK~Y -7'~~ 15 ~--- ! -.~-. `100 t~., d4 47 42" E Lp CHISELED X ~ 1f~t1'OO ON CABLE _---- ~ ~, f PEDESTAL z~ a m ~ '~~ m VICINITY MAP ~ytW aa.3 NOT TO SCALE aai "-` U.S. ARMY CORPS OF ENGINEERS 05.1° 7~ CERTIFlCATION 2 STORY ,'", 6~, Yrom PRAUE N um THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE ~x: NOUSE BOUNDARY OF JURISDICTION UNDER SECTION 404 OF THE C1iAN WATER ACT I 20.7 AS COULD BE DETERMINED BY USING THE 1987 MANUAL ALL AREAS WHICH `~ WOULD BE CONSIDERED WETLANDS UNDER THE 1987 MANUAL ARE INCLUDED 12.6 2a.1 ° AS WETLANDS ON THIS FLAT. UNLESS THERE IS A CHANGE IN THE LAW OR JOHN M. ~( E OUR PUBLISHED REGUlAl10NS THIS DETERMINATION CF THE LJMITS OF 6AVID L. HOLDEN SECTION 404 JURISDICTION MAY 8E RELIED UPON FORA PERIOD tIOT TO ~°~' eu~c JAMES H. PRICE E%CEED FlVE YEAfts FROM THIS DATE. ` 1 I m D.B. 1391, PG. 1363 `, I ~~ ~x~ (NAME) ~? " J _ z ° 31,000 S.F.t ~ (DATE) U I m Pofnt Number Bearing Distance Northing Easting N 4+ -~ ow+ W1 62307.10 2224717.30 I r? ~~ uPLAriDS ~ o N7B'25'42"W 31.95' f ~ o WZ 62313.49 .2224686.09 ` . S73'25'29"w 9.15', W3 6232296 2224684.41 ax ~ N30'24'24"E 14.01' m o ~ w4 62322.96 224684.41 i ~ ~ N58'32'S0"E 34.91' UPLANDS z ~ w5 62341.17 2224714.19 __---- ~ '- IRF` n1:nA~rrDS . \ 1 a04 WETLANDS ----- 722 S.F. ` L ~ ~`' , M1 ~ ~~ Iiu.I~ v~~i OpfwRfiE NE?DWALL -.--~ ,EQ>1;9EVBt/~~~df I JAMES FREDERICK & ~ ~ q. ~ N GARp BRENDA FULFORD, et ux ~, ~o a uARSNS L~ ~~ ~ R w LINE ~~ 4 ~ • '` .. •. ,0 D.B. 517, PG. 648 w m U.5• RAMP $ 8 °~ : '~IQ•~' , ~ N ° N U v p' o p ~ ~~ ~' i °' wooD DDac ~ _ ~ S~L ~ L-3727- Q Z; _„ I I 47'a2" w ~oo.oo $ ° -~• ;'9j,~~suRJ,. .~EiVED _ ~ _.._ s a4~ R ~ ~~~' ,R. ~ ~, ~~ILMiNGTON, NC ~,+uia~9 _„ _~ _~ ~_ ~ ~ 1 ~ 2001 -~ -~al ATLAN¶C INTRACOASTAL WATERAWAY -~~ -" ;, -•' ,~ -~ -~~ -~~ SCALE: 1 ° =50' -y BUIID~NG ._.ys ~-lA .-aa -na _,~ WOOD OOCN ..n.o ~ ._,y -".' _~~~ -~_~ 0 25 50 100 150 -~~~ -w ._~L5 ._1V ._IU -IU .11) DATE REVISION INITIAL WE11AN0 SURVEY PRO ECT # :03058-0003 FOR PDRAWN BY : RDT V,MCIQM~C~~EED RED APPLE GROUP F1aD B~. 3987 Bus, Hwy. 17 East B-VARROAD SW COMP, F1LE : VTT01-030580003 Bolivia, North Carolina 28412 HOLDEN BEACH, NC 23462 ~~ 1:17 OF I~ Phone: (910}253-6622, Fm' (910)253-8634 DATE NDV. 19, 20D4 SCALE 1" ~ 5a' Internet Site: http: //wMw.mckimcreed.com DATE: HOLDEN BEACH BRUNSWICJ( COUNTY NORTH CAROLINA DWG. ; : V1101-030580003 J Q )- W Q (n Z_ Q S U ~'~.I~aI Y~,§S?..~ta'!i~~~i :~ i y.li ~~ 14~ ~',~~1 ~ '~ Zl;li~ ~ ~ J I I i I Q ~ I - W ~ ~ m ~ ~~ - UJ D] _ Q ~ Z ~ Q O~ ~P ~ Z ~ d~~ w ~ Co I I ~ z ~ /~ ~G I ~ z _ ~ Q ° w ~ ~ ~_ o ~z ~~ 5 ~ I YD J d Q QY U O OJ ~a ~ ~ X~UQ NxO~ ~ ~ ~ ~ Q z ~ wQ Q w oC7 c n ~~ I I O I N ni L O ~ Z O - II ~. O W J I Q U -- Ul _ J J _ Q (n ~ O c- ~ ~ ~ ~ W Z W F- Q Q W W ~ ~ W W ~ ~ ~ ~ ~ ~ ZQ i 00 Z~z~ Um ww~ ---- -- - ----- --- i ~ ~ w ~ 0 ~ 2, 1 SCALE 1"=1' (Ve r I ~~ ;=:~~~~-' 5 Sfnl ' IQM~CREED v N~I ~ 2aJ uorln rrDrsi Stred Norte Cara~7no 2Ba07 W'dmfngton , For: (910)251-02A2 (9~0)}4}-iOaB Pn , ana: AA000]bb) (9000669 , ttv f~Ap~vttk[tu~txrs f~iNr Acvxa wrt mckimcreed.com Red Apple Group, LLIr 8-VAR ROAD LOT 712 Village Road, SW BRUN LAMA MUAJORY, NC Shallotte, NC 28470 RETAINING WALL DETAIL N x oA¢: so uAA tow SCnIE 101 CAI NcE PAOJ ~ o~ase-aaos NDe¢oNiAE. Au wwvxt OAAVM wx r.iD' DESIGxEO ~A~ CNECNED MAL 9EAACAE'. E8 PADJ. uGR uAG ~ '~ 9 OE it srAros~. preliminary Design "'°" k 2 10 5 0 -5 i i 1 MOORI G STRUCT RE FINGER PI R i WOO D PILINGS __ _ ___ MEAN HIGH_ ~ ___ W 5 ATE EL: 4. ------ - ------ MEAN ----- LOW ------ \~~"i _ T ~C~O~ ~ ~0 RJpOS I I O GROO ___- i NO r II II II I I II ~ ~ ~ o ~ i N ~ ~~ 0+00 0+50 1+00 D r ~I c>J O c,~ rn ~' ~ '~ I,; s; j," ,;1~y ;1;,;'i ~y~~u ~ ,l, ~~C ja~~ ~'~ CLG~ 30' 0 30' 60' SCALE: 1"=30' (Horiz.) ,E.1 g LLC R d A l G CREED v roup e pp e g-VAR ROAD LOT NFjQMF~ , v gRUNSW~CK COUNTY NC 5 ' SW d R 712 Vill , 1r°° 2« N°r1h Fr°^I ' , oa age ~im~^ym^, N°r1n c°r°u^° zeaai w 8282 CAMA MAJOR Pnone. (910p43-10x8 ,Fos: (910)251- , / 7 R F C TI ON OSS S nA0°016fi1 E9e°05591 / j C 28 ` / O l Shallofte ` C' ` Y , x.~.~°. c swnw~s Manus wrt wmcAlm<rced.c°m Kru ww OnIE: )0 uAR 2005 scaEE CN-101 NcE PRa , moss-°oo~ ecarzoMlu. 'r wYx oaAx„ wx ~ ~7o DESiGxEO MAL i~ F ~ LNECREO MAL KR CAI' ` PROJ NLa. MAL I '~ 7 0E II Preliminary Design 360 WIDTH OF WATER BOOM CHANNEL SETBACK US R~W LINE 20'X5 FLOATI WOOD DOCK x ~ °w'a ~ JmF Q l0 W U W m ~ ~ N UOd ~ EX WO0_ ~ FEN a U ~I z w a a w 0 :' i i -~ EX 2 STORY ~ HOUSE WOOD FRAME EX CONCRETE i DRIVE _. LEGEND I --- -EXISTING CONTOUR NHW -NORMAL HIGH WATER ~ MLW -MEAN LOW WATER 0.25' - - PROPOSED CONTOUR AEC -AREA OF ENVIRONMENTAL CONCERN 20'X56' CONCRETE BOAT RAMP EX CONCRETE HEADWALL ~r.~;~.. `~` ~ Q~ \~ ~;~ ~J~ ~ ~ ~~ ~ A ~~ ~~~ ~~~ J In `y~ '~y~, l~ ., ~~ ~ ~ ~ ~ 2( ~ „~ t s' FixED .'1 BOARDWALK .o ' , '` a' (EL~- 5 5) _ ~ METAL RAMP _~ z 1> ~11 ~,I 1' ~~ .. ~ ~~,~rr-~-'rr- /, I ~~~~ NHW~LA"~ipWARD MARSH LINE - 'NATERWARO MARSH LINE Z~ 30' 0 30' 61' SCALE 1"=30' (Horiz ) II PROPERTY I LINE CHANNEL LIMITS ZY QU LONGITUDINAL SECTION __ SEE SHEET 6 _ ~a _- ° am ~ ~~ i CROSS SECTION SEE SHEET 7 0 w '~/~ N N ~q~ 'a L-- 2'x30' FINGE WOOD P LINGS PIER (TYP) MOORING 2x20' FINGER STRUCTURE PIERS (T'lP 2) (4'x73') FLOATING DOCK (4'x39') __ I - vNFIQIVI~~REEI) Red Apple Group, LLC B-VAR ROAD LOT E,a No,,n r~oDi so-«~ BRUNSWICK COUNTY, NC W,Im;~yiD~. Norm curorno zeao~ 772 Village Road, SW CAMA MAJOR K.~R°~~a...oa,a,~~ ~°nrv, a"one: (91oua5-mae, Ea. (s~ohs-e2oz M~~RING PLAN wrto»~p~ °~'°°1 M000366] (90006s9~ Shallotte, NC 28470 «. ~ni~en mu°~ °n~n, xso.roas oerc .mckimcreed.[o~ RNIN --- ~- Z Y QV ~ Qm ui d w tt~ EXISTING WOOD DOCK TO REMAIN f'~' l a ~11A;i \~ 1 a ~ 1,~3R a~ I ~1 J ~~ fir' ,~.; , . . . ~ .., ., ~ ~`.)A~1 ~ ~ 200 ~~, ° DAtE: ]0 "AR 2aDe SCALE ~ I O' CN utE vRO~ ~ o~ose-oaoc xoR¢a+uc. ,," , ,r aR"w, wx: ~ ~JD , , , OESCRED u/c 6 E5 ~eECxED AI"D 1~~~ ~R eRa. ucR. uec "~ y ~ „ sews: preliminary Design x4 10 5 E 0+00 0+50 ~~~n, Bn u+nrs ~n•rv~ ~~~.~ ~~~p~ .nom B.rt o<,a..~a R h I 5 oae: w ""a zoos SCn~ CN _ 141 5[u Yu ~ L L C uCE PA°J Y O)OSE-~~ HtIR~2°RGt. ~w wun SCREED Red Apple Group, B-VAR ROAD LOT °A"»~ ,.,° "' BRUNSWICK COUNTY, NC °t~`"`° =""` E6 cxtcx[n J"c vERnc.~c. ~z„ ~o~~n r~o~~ ~~E«` 772 Village Road, SW PR°J ~°R = M""~ x" 6 ~ ~, wam~~gc°~, No<<n ca~on~a zeao~ CAMA MAJOR Pno~e: (e~o)34o-io<e . va.: (eio)z5i-ezez PROFILE sr"ms: '~"~' ""°°py{5] EBCOOBfi91 Shallotte, NC 28470 Preliminary Design 3 m~R~m«e<a~am WIDTH ER BOGY CHANNEL SETBACK US R/NI UNE x ~ ~~a ro wm~ ~Q~ cG ~Vw ~ N O UOd a~ EX `N000 FENCE -_---- o_ U c ., EX CONCRETE DRIVE _---- --- - -..~ EX 2 STORY HOUSE WOOD FRAME EXISTING COASTAL MARSH TO ~ u 8E REMOVED = 590 SO. FT. SEE E10, PHOTO SECTION C EX CONCRETE HEADWALL 404 WETLANDS AREA ~ ~ s~ ~ A ~ ~ ~~ 0 ~ ._ - Q ~ s ~ --- ~~ ~ R , ~., , ~ ~ ~~~~ , ~ t'lllll f r.! PROPERTY I UNE I iii, ~ ~ '..j..~ ~ ~~; fit:.- ~ 31 `,~. I EXISTING DEBRIS TO 8E ~~ REMOVED/COASTAL MARSH ~ '.'.' TO BE RESTORED AND ~~ REPLANTED = 255 SO. EL ~ ~ ~ ~ I SEE E9, PHOTO SECTION B ~~~'.'.'.' ~ ~~ ~' ~ -~ ~'.' ~ ~ .~ r r. --c - i- ~ _ ~ /.- , ~ , , , ~ . . ~ ~ rr -3 ,~ . ~~~~ ~ li ~ NHW/LAnDWARD MARSH LINE - w'ATERWARD~ MARSH LINE I LEGEND --- -EXISTING CONTOUR NHW -NORMAL HIGH WATER ~ MAW -MEAN LOW WATER 025' - - PROPOSED CONTOUR z -~~ AEC -AREA OF ENVIRONMENTAL CONCERN 30' 0 30' 60~ ~' ~ SCALE: 1"=30' (Horiz.) RELOCATED/REPLANTED COASTAL MARSH I = 600 SQ. FT. SEE E9, PHOTO SE~TION D I ,- ~~ Y.~ v M~IQM~CREEE- Red Apple Group, LLC g-VAR ROAD LOT Vz« No„h r~o~, si,«~ BRUNSWICK COUNTY, NC r"s,o„~u~R.,~,ROU„n~ ,,,,,,, wim~yco~, No,m ca,oima zaao, 772 Village Road, SW CAMA MAJOR ,w wsxnaao mw, enrm Pnane: (9, OIJ4J-1048. Fax (910)25,-8202 ~MKOn;~~,~.<,~.rs,~,A, •~,~> COASTAL MARSH IMPACT PLAN ,,,,a a.,00@667 fAAe6fi9~ Shallotte, NC 28470 ascaP~as mcA~mueed.w A h I N CHANNEL LIMITS -~ ZY QU Q o Qm '~ a w ~~ -- --- Z Y QV O Qm '~ a w tt~ ~ '.n ".' Y_'i....~ _ j~,~i 0 = 2C0 ~.., ogre: ~o ueR zoos scn~E CN-101 uce PROJ. r arose-oaa~ RaRitoe,er. OAANN WJC vw ww DESiLUep uPL ~~•]~ CHECAEO u.L vERtiG,. E4 PROJ. MLA, ueL u~ R 4< ,i s,~ms. preliminory Oes~gn +<4 2 ~Rf .,MCA ~ FpCiRC ~~F J~ G ~ 0 o~ G~ P~`' O ISOMETRIC B+c rI Z W f Q W O ~ kP~l MFR r l FR o C~Ma ABRiC 4CT SILT FENCE DETAIL S}R FC~ OR ~~~~ ~ FACT RSi ER F (tpa \ I g0$IC ~~ ~1~1 6 ~'~ x ~ W J Q ~ JQN rD ~UW ~ z oa c i d EX WOOD FENCE_ a 1 r ~ I ~~ 1 I_ I i LIMITS OF DISTURBANCE WITH SILT FENCE (11,000 SF} ,.r-- : - /' - i/ ~~ 'I / , ~~ /'~~; ~~-= ~ - EX 2 STOfjN HOUSE WOOD FRnM~~` ,'~ LEGEND ,~~ OJ~~~ ~~~~ ~. i ~~ - / \ , WIDTH Of tlJATER/~ODY j`r ~ , 1 ~, ~ II - 1 \ - L~+~ ~V ~• ~ ~ '~ ~` i IS ~ ~~~ i i ~~~ -'` '~ A ~,CHANNEL.,SETBAC~K d i _ ' / i ~ '~1 •I 1 / ~ ~ ~ ` I ~i ~. US R/W LINE i' __ ~ ' /i, ; \ I ~ ;'' I 1 1~ -- ' j ', ~~.... -_ ~ ~~ ; I l CHANNEL li _ _' ~ -~ ~ ~i . ~ ~ i \ ~ ~ 1.1 ~ ~ LIMIT` tit: _ - - ~ ~ !'i RROPERTY i ~ Il I ~ '~ GOAT RAMP - ~ ' ~ ' ~ % ' LI E ~ ~~ i, ~tl 20'x56 ' ~ _- - i /' ~ `/~~~~~ 130 ~~ ~I I 1~ II - __~ I ~~ ~~: ~F• ;3~~.c ~~ l ZIY NCRETE _~ ~+I,'~/ / ~ / ~i ~ ~IQ TIMBER RETA]NING "EX. ~ ~ „ , , - /; __ _ ~ l I o Qlm WALL - "`.1iEAD ALL _ ~. ~~, ~. i N a'w , -- , i ~ , / _~v I __._-. ~, , I I ~ ~ .~ i c c ~ 1 r 1 ~. ~ ,' ~ ~ l 1 I'I ~I ~~ I - ~ ~ ~ \ ~ ~ ~i ~I ;~ ` \ ~ \ \ I ' . ~\~ ~ ~ '~ ~~ ~ A I ley \ \ \ \ ~ \ \ \ \ ,,\ \~1 ,, , i Z~ ~ V A. l i . Z I ~ ~ ', \ l 'l~ i, \ , ~~ \ ; 1 \ ~ l \ \ \\ I1 I 11 ' 1 %~ ~' C ~ ' ~I ~1 'I `I ; '~ '. '~~~ N ~~ ZY % f ~_ -~ j I _.-- i -2 , ~ t1 I l ~ 1 i 'P a w = ,i' ~ ~ _I l r ~ 1 ,i ~ ~~ _ r i . ' ~ (] l .l 'l ~ t _ ~~ '~~~~ ~, ~, l•/~, i~'j~ ~1 .j ~~~~ - -EXISTING CONTOUR NHW -NORMAL HIGH WATER MLW -MEAN LOW WATER 0.25' - PROPOSED CONTOUR a--p- LIMITS OF DISTURBANCE ~ SILT FENCE •~ ~ LIMITS OF DREDGING KMY01(10p1 iw[K ~I+n ~.o KI ~ mmrs w ~ a,wnl Nn "n~' rtl on ~aywwn um VIeFI Nlm m ~nwr w ~n+M o n Banc gun Inwl '^'^' ¢ m.nrs Iran ~w.~.wa own 1~ i ~~', ~\1~ `~ 1 LIM1T5/AREA OF DREDGING ~ I ~`~ ~~ ~~ '• Nh','v;LANDWARD MARSH LINE 13,120 SF ~ ~ ': 1185 CY WATERWARO MARSH LINE MECHANICAL DREDGING; ~~ ~~ ~ ', ~ I 'I ~', SPOIL WILL BE LOADED INTO ~ ~ ' ~ ; SEALED DUMPTRUCKS AND ~ r S~' HAULED OFF ITE. ~ ! ! ~ '` I 30' 0 30' 60' DCM WILMINa?0i~1 tiC JAN 0 4 200 SCALE: 1"=30' (Horiz.) owrE: }0 4aa zoos SCALE U C 4ce aaoa a O.wse-com 101 N oa,,ww wx ROazowrec •"" we DESIGNED 1'7a E 3 CHECNEO ywC VFRII[AL RROJ. 4Ca. 4AC yw } Of II srwros: preliminory Design fi _-~ '1 EX CONCRETE / DRIVE J JAMES PRICE x LJ o -'Q00 Co J Q Ln S 05'1218 E 310. c0 �Uw N U O 0- 0 _ M TAL RA P o W O I ~ I' o w, 0 3 U ;' Z;t O ?' U S? X W; US R/W LINE EX. CONCRETE HEADWALL 221.4 CL EX WOODEN 47.8 o z EX. r�0?T RAIL -- - - - EBOAT RAIy .. cLo X. -- — - - - - r I . Z w \ O ..- 32.2--- N Z I� oo 4 l 80' 0 GRAVEL w a o o•, BOAT TURNAROUND - 1 13.0 N z v 3 8 .0 0 1.61hp� 1 EX 2 STORY HOUSE WOOD FRAME Q j 7. r r—,--r.7 —,--rr 7 {\ EX CONCRETE N �' DRIVE I �JF�� . . . 41.8 Cr __ o �— JI D ��p 1 40.0 rI N W a N 05"1218 / WOOD DOCK PROPERTY ` LINE O O 0 a DO c O EX W D DOCK O -- CV 73.Ct 41.7 226.08 44.4 1��� NHW:/LANDWARD MARSH LINE WATERWARD MARSH LINE KOURY MANAGEMENT LEGEND LLC — EXISTING CONTOUR JOHN HOLDEN I NHW — NORMAL HIGH WATER I NOTES. 1. TOTAL DOCK AREA = 592 SF i MLW — MEAN LOW WATER 0.25 I I – PROPOSED CONTOUR 2. NORMAL HIGH WATER LINE NCDENR- BY DEBRA I AEC – AREA OF ENVIRONMENTAL CONCERN Z —L- 2WILSON, 007. NCDENR-DCM, JULY 2007. 3[ 0 j(1 �0 3. COASTAL WETLANDS APPROVED BY I N CAROLINE BELUS, NCDENR-DCM, MARCH 2005. SCALE: 1"=30' (Honz.) 4. 404 WETLANDS AND MOORING CONCEPT APPROVED BY HENRY II WICKER, USACOE, OCTOBER 2004. I WIDTH OF WATER BODY CHANNEL SETBACK ATLANTIC CHANNEL INTRACOASTAL LIMITS WATERWAY Z Y Q U Q Q m 41) o_ w I O O Z Y Q U Q O Q m n n w IFx, WOOD �i' ii1 3 P 1sa:f ° y BUILDING ��. J1� ti.ill Y!_ '1 t t,,..�i'•�� NC ;,�,�i 0 A ZCu6, I YAC un, 'DATE; ]0 MAR 2005 SCALE CN�.1Oi v ,R Tr Red A //y✓�/le Group, LLC B—VAR ROAD LOT MCE PRO I ° 059–°wic °R.2°,TAI --- & Irl EED p/ ORAVM wAC ' NA BRUNSWICK COUNTY, NC ° DESIGNED MAc E2 7/2 Vi//aqe Road SW CHECKED M C VERTICAL 24} North Front Street Wilmington, North Co -I na 28401 J PROD. MGR. MAG 2 „ CAMA MAJOR Phan e: (910)34}-1048. Fo.: (910)251-9282 28¢70 Sha//offe, /VC SITE PLAN ST"`°S: _ a AA000]66J EB0006691 Preliminary Design 4 9Esc—n——ki—eed.com R In I r