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Home My WebLink About20050288 Ver 1_Complete File_20050215 ", O.s-o~8<6 ~).oe4:::::C J l:: ~~:: ll:::: =->"'h'...................................................................~................................,...............~...: Permit Class NEW Permit Number {D)@@rsll~ STATE OF NORTH CAROLINA W d ~ r .s!ffJ Department of Environment and Natural Resources MAY:i and 2005 Coastal Resources Commission 1.~E1JR - ni\TER QU fJttmit ,< IDSAlIO~VA~t/j for l Major Development in an Area of Environmental Concern pursuant to NCGS 113A-118 l Excavation and/or filling pursuant to NCGS 113-229 Issued to Robert R. Wolfarth and George Hayes, 89 Sunset Drive, Columbia. NC 23456 Authorizing development in Tyrrell County at Albemarle Sound. 89 Sunset Dri':e (l';C SR 1209). Rhodes Haven. Columbia ,as requested in the permittee's application dated 1/25/05. incl1.1(;rg the attached workplan drawing (I), dated 11/17/04. I ~. This permit, issued on April 25,2005 , is subject to compliance with the application ('';'::~::;: consistent Ii with the permit), all applicable regulations, special conditions and notes set forth below. Any viola.ien (,f t:.~-;': :zrms may i be subject to fines, imprisonment or civil action; or may cause the permit to be null and void. ~ Excavation ~ ! ~ l 1) In order to protect shrimp and finfish populations, no excavation or filling shall be p:::...:.i::e::: :,etween f .1" February 15 and September 30 of any year without the prior approval of the D;";sic.r. ',f Coastal '7.: Management, in consultation with the Division of Marine Fisheries. ! :~ 2) Excavation shall not exceed -5 feet below the normal water level. In no case sr.all t.:..:: cepth of ~ excavation exceed the depth of connecting waters. - : 1 ~ ~ :l: ~ i 3) No vegetated wetlands shall be excavated or filled. ~ A :f ~ ~ ~ :f J. (See attached sheets for Additional Conditions) ~ f :f ~ J. :f . :f 1:::.' This permit action may be appealed by the permittee or Signed by the authority of the Se!..-:\;'/.~j '. f :.-:::::R and tl:e ~:f~7.:J. other qualified persons within twenty (20) days of the issuing Chairman of the Coast.11 Resource, (j,r;.:;.~..~f,;. ;: date. An appeal requires resolution prior to work initiation or continuance as the case may be. x . . :f * ThIS permIt shaIl be accessible on-site to Department ~ f. personnel when the project is inspected for compliance. ~ * ~ * Any maintenance work or project modification not covered ~ :; hereunder requires further Division approval. J. ~ AIl work shaIl cease when the permit expires on This permit and its conditions are l:!;:';~/I ::.,,',?;',-'.o::: ~ { J. :i ~ I. December 31, 2008 I z In issuing this permit, the State of l"orth Carolina agrees '- ~ that your project is consistent with the l"orth Carolina Coast.1l ~ * ~lanagement Program. S!;J,:.;;.'..:,; ',f P(;rmittee ~ z . 7. l;-~:-~..........:-:-:..,.;.J......-:-~......~...............,..;..:J.............->'......~.......;.:,..>>:-:.......:......-::_:--...........,.............................................',..........................-:_;...:-:".,......................,.,.......................................""..."...................................""..........,.,......,..,.....,.................................................................."..............................................,..,...................,.,.....,,.,...............,,..........,......"".......~..""""/......,."""'/.........,,.............................................,..........................1 '!II :::::l:l:::::::::l::::::: ::::::Q:::::::::l)o~~~">-ll:: : ::l:r'""*"~""""""''''''''''''''''~''''''''''h'''''''''''''''''''''''""",,,,,-: Robert R. Wolfarth Pennit #57-05 Page 2 of 4 ADDITIONAL CONDITIONS 4) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not authorized. 5) No excavation shall take place at any time outside of the alignment of the area indicated on the workplan drawing. In order to protect water quality, runoff from construction shall not visibly ir:crease tl:e amount of ~, suspended sediments in adjacent waters. ;I; ~ ~ x- I I ~ J. ! 7. All disturbed areas shall be properly graded and provided a ground cover sufficiem u-) rt',aain erosion ~ within thirty days of project completion. ~ ! J. 7. 7. ! 7. ~ I 7. ~ 7. I I ~ 7. 7. The bulkhead shall be structurally tight so as to prevent seepage of backfill rr.-<.:.t~;iah ti.rol.lgh L1e ~ structure. ! ~ 7. ~ f ~-)-~~:::: l::::::::: :-->>>>::: ~;"~~"'........:<<:::::: *~_>>~....~~,*~,.y...................................................................................-................................,"".............................................,...............................................................................................___........_.............................1 6) 7) 8) 9) I t 7. * ::: y I J 13) Spoil Disposal All excavated materials shall be confmed behind adequate dikes or other retaining structures to prevent spill over of solids into any marsh or surrounding waters. ,') No spoil material is to be placed within 30 feet of the normal water line, except that .,;hich will be used to backfill the area behind the permitted bulkhead. i Any material that is not used to backfill the area behind the permitted bulkhead shall be cisposed of at ~ an approved highground disposal area. i Sedimentation and Erosion Control 10) Appropriate sedimentation and erosion control devices,' measures or structures stall be ir;.;Jlemented to ensure that eroded materials do not enter adjacent wetlands, watercourses and prop(."rtj (e.g. silt fence, diversion swales or berms, etc.). At a minimum, a silt fence shall be properly irLst,Gl:ec imrr:ediately landward of the bulkead cap immediately following completion of backfilling activities. Tne silt fence shall remain in place until the requirements of Condition No. 11 of this permit are met. 11) Shoreline Stabilization 12) The alignment of the permitted bulkhead and riprap shall be staked by a representati'l;;; ()f tr.e fJi'/!sion of Coastal Management within a maximum of 30 days prior to the start of any con.:.,\:llu.i(j;";. Failure to initiate construction within 30 days, or erosion of the shoreline by adverse weather (,f)[.dh:r;m:;, shall require the alignment to be re-staked by DCM within a maximum of 30 days pri(Jr to th~ :-.';';; el.pected start of construction. The bulkhead shall be constructed prior to any backfilling activities. 14) 15) The fill material shall be clean and free of any pollutants except in trace quantities. ". ~l:ll::l: ::::::::::-->("""'~:>-).o>>>-X::::::l :::::::::::::><~~~lll>9<o->-~;:::l>-:::::l:::::~"...o..'~""'''''''''''''''''''''''''''''''''''~.....~.....,...~.............~ Robert R. '\V olfarth Pennit #57-05 Page 3 of 4 ADDITIONAL CONDITIONS 16) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other suitable materials approved by department personnel. 17) The rip rap material shall be free from loose dirt or any pollutant. It shall be of a size sufficient to prevent its movement from the site by wave or current action. 18) Thetoe of the rip~ap shall not extend more than 10' waterward of the existing concrete bulkhead. 19) The'riprap materiai shall consist of clean rock or masonry materials such as but not limited to granite, marl, or broken concrete. 20) The fill material shall be clean and free of any pollutants except in trace quantities. 21) ! I f. * 22) I i * * ~ 23) * 124) x ~ 25) ~ ~ 26) )( :~ ~ }. ~ 7. 27) f ~ ~ i ~ 7. ~ * ~ 7. t..-....x-:."..;-)-:.y.~~......:.i-"...;.-:-o"...:-"..x..;oQooX<<~....;.x-:--:-.'-;-<-;..)OO:..>-:-;-:-:-:-:-:-:....,....;..-........:..:.....-;.<'.....-i-"..........,.,.............../',,,.,.....................................,.,.............................................-.............................................,.....................,.................................................................................................,.......,..'"',....."..............,...........................:--............i-",.....:--'........:-i-"....;..>o"~..... No backfill matedal is to be placed within 30 feet of the normal water line, except that which shall be u.sed to backfill the area behind the permitted bulkhead. Pier This permit authorizes only the pier, and other structures and uses located in or over the water that are expressly and specifically set forth in the permit application. No other structure, whether floating or stati,onary, shall 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 .....r:.ters without permit modification. The pier and associated structures shall have a minimum setback distance of 15 feet between any parts of the structure and the adjacent property owner's riparian access corridor. No attempt shall 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. The authorized structure and associated activity shall not cause an unacceptr:.ble interference with navigation. The permittee shall 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. This permit does not authorize the interference with any existing or proposed Federal project, and the permittee shall 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. -... :--.....................................................................-,..; Robert R. Wolfarth Permit #57-05 Page 4 of 4 ADDITIONAL CO~l)ITIONS 28) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S. Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent reflectors shall be attached to the structure in order to make it more visible during hours of darkness or inclement weather. I 7.'. NOTE: NOTE: ~ ~ ~ ~ I I t..:......c"'X->Ol-.'""~x-x~:~*x~:-'..............->>........iw",..x-...............,..;-:-;-',.......~.....-:-*~..:......joo'....;-;.'....;-'......................................................,.."'..............",..................................,..--.............I"'.................,...,,-:-X>-XrrrrrX* 29) j 30) I I NOTE: ~ t ~ NOTE: Boat Ramp The boat ramp shall either be poured at an upland location ~d pushed into place once hardened, or poured entirely within a watertight containment structure. Live concrete shall not be allowed to contact waters of the State or waters that will enter waters of the State. General The permittee understands and agrees that, if future operations by the United States requires the removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to free navigation of the navigable waters, the permittee shall be required, upon due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions caused thereby, without expense to the United States or the state of North Carolina. No claim shall be made against the United States or the state of North Carolina on account of any such removal or alteration. This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals or authorizations that may be required. ' Future development of the permittee's property may require a modification of this permit. Contact a representative of the Division at (252) 946-6481 prior to the commencement of any such activity for this determination. The permittee is further advised that many non-water dependent activities are not authorized within 30 feet of the normal water level. ' The N.C. Division of Water Quality has authorized the proposed project under General Water Quality Certification No. 3490 (DWQ Project No. 05-0288), which was i')')ued on 3/28/05. The U.S. Army Corps of Engineers has assigned the proposed projec.t COE Action Id. No. 200510501. 0<;: W A tE:1f o~~Oc.. r~ "P .:::.! I %~~ ~ Michael F. Easley, Govemor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division ofWatcr Quality March 28, 2005 DWQ Project # 05-0288 Tyrrell County Robert R. Wolfarth 89 Sunset Drive Columbia, NC, 27925 Subject Property: Robert Wolfarth and George Hayes property Approval of 401 Water Quality Certification (GC3490) with Additional Conditions Dear Mr. Wolfarth: You have our approval, in accordance with the attached conditions, to place fill material within or otherwise impact 0.61 acres of non-vegetated wetlands to construct a bulkhead, boat ramp and pier and perform maintenance excavation as described in your application received by the Division of Water Quality (DWQ) Wetlands/401 Unit on February 15,2005. After reviewing your application, we have determined that the Division of Water Quality (DWQ) General Water Quality Certification Number 3490 covers these water impacts. This Certification allows you to General Permit No. 198000291 when issued by the US Army Corps of Engineers (USACE). In addition, you should get or otherwise comply with any other federal, state and local requirements before you go ahead with your project including (but not limited to) erosion and sediment control regulations and CAMA. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA 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 may be 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 150 linear feet of stream, compensatory mitigation may be required as described in 15A 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: 1. Impacts Approved The following impacts are hereby approved as long as all of the other specific and general conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental impacts: Amount Approved Plan Location or Reference (Units) 404/CAMA Wetlands 0.61 (acres) DCM field report N~fthcarOlina Allfllrall!! 401 Wetlands Certification Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786/ FAX 919-733-6893/lntemet: http://h2oenr.state.nc.us/ncwetiands An Equal Opportunity/Affirmative Action Employer - 50% Recycled/l0% Post Consumer Paper Robert R. Wolfarth Page 2 of2 March 28, 2005 2. Certificate of Completion Upon completion of all work approved within the 40 1 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached certificate of completion to the 40llWetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. 3. Water Quality Certification The proposed project must comply with all of the conditions of General Watcr Quality Certification (GC) 3351. Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or civil pcnalties. The authorization to proceed with your proposed impacts or to conduct impacts to waters as dcpicted in your application and as authorized by this Certification, shall expire upon expiration of the 404 or CAMA Pcrmit. If you do not accept any of the conditions of this Certification (associated with thc approvcd water impacts), 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 Statutcs 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 lctter completes the review of the Division of Water Quality under Section 40 I of the Clean Water Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919- 733-9721 or Tom Steffens in the DWQ Washington Regional Office at 252-946-6481. A WK/cbk Sincerely, ~'~ r Alan W. Klimek, P.E. Enclosures: GC 3351 Certification of Completion cc: Doug Huggett, DCM U ACE Washington Regulatory Field Office \ a ingto . 0 flce File Copy Central Files Quible & Associates, PO Drawer 870, Kitty Hawk, NC, 27949 Filename: 050288W 0Ifarth(Tyrrell)40 I MEMORANDUM , TO: John Dorney Non-Discharge Branch Regional Contact: WQ Supervisor: Date: tom steffens rllhorlgp. SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name Robert \Volfarth & George Hayes Project Number 05 0288 Recvd From DCM County Tyrrell County2 Region \Vashington Received Date 2/15/05 Recvd By Region Project Type bulkhead / boat ramp Certificates Permit Wetland Wetland Wetland Stream Type Type Impact Score Index Stream Class Prim. Supp. Acres Basin Req. Feet Req. ICAMA I Waters IOY @N I I 30 fSBl 130,153. I 1 I I IOY ON I I r--I I I I , MitiQation Mitigation Type Wetland Type Acres Feet r Is Wetland Rating Sheet Attached? 0 YON Did you request more info? 0 YON Have Project Changes/Conditions Been Discussed With Applicant? 0 YON Is Mitigation required? 0 YON Recommendation: 0 Issue Olssue/Cond 0 Deny Provided by Region: Latitude (ddmmss) 355717 Longitude (ddmmss) 761705 Comments: issue n/c cc: Regional Office Central Office Page Number 1 .. e ~-- . ~ North Carolina Department of Environment and Natural Resources Division of Coastal Management Michael F. Easley, Governor Charles S. Jones, Director William G. Ross, Jr., Secretary MEMORANDUM TO: Mr. John R. Dorney Environmental Biological Division of Water Quality DATE: 3 February 2005 ~\. r1~. \ffi Wl ~ @,\j.\\' ' ,:.~. \~ \.\~ rt.b \ S '/\W~ .,-. ,~I~~: 'i~.: ., ",..;;,...:~'.ct? oc.HR ..~\'" S"~v~:,...\i~"'~" ,";mN\t:lSN.\l lot. FROM: Doug Huggett Major Permits Processing Coordinator SUBJECT: CAMNDredge and Fill Permit Application Review APPLICANT: Mr. Warren Eadus, Quible & Associates (Authorized Agent for: Robert Wolfarth & George Hayes) PROJECT LOCATION: Tyrrell County PROPOSED PROJECT: The applicant proposes to construct :f:475 linear feet of bulkhead in an existing man-made canal and conduct maintenance excavation to a final depth of -5.0 feet in said man-made canal. Additionally, the applicant proposes to construct a :f: 14' wide by ::!::20' long boat ramp in the man-made canal. Approximately 120 linear feet of riprap is proposed to be installed waterward of an existing concrete bulkhead along the Albemarle Sound. The applicant also proposes to construct a pier with a :f:20' by :f:20' platform with 2-boat slips. Please indicate below your position or viewpoint on the proposed project and return this form by 24 February 2005. Please contact R. Kelly Spivey, at 252-948-3853, if you have any questions regarding the proposed project. When appropriate, in depth comments with supporting data are requested. REPLY This office has no objection to the project as proposed. This office has no comment on the proposed project. This office approves of the proposed project only if the recommended changes are incorporated. See attached. This office objects to the proposed project for reasons described in the attached comments. Signed Date 943 Washington Square Mall, Washington, North Carolina 27889 Phone: 252-946-6481 \ FAX: 252-948-0478 \ Intemet www.nccoastalmanagement.neV One N~rthCarolina /Vlllllmll!/ An Equal Opportunity \ AffirmaUve Action Employer - 50% Recycled \ 10% Post Consumer Paper ,. ',-j. ':", ''''." P' ~: '. , . . '~.""~;o:'..'..., . '. :.~>~.~~-~:~ ." : ..\;' ,,":.,~-::::""~ . \;, . ....,/....-:...... .. .-..... . ..' ~':"~...~' ~ '... a. ;.r! ;:.,. ~Type' ......... " L~~~;~'" devlllopmDnt Ih3t docs net ~ . , !he filling ~ excava5cn or any weUands or open waltlr ~ :.., ...;:.....' ":5 .'t--.' ',:)<" . ~. ~:', ~ _.,~.; " ;'. ::o'I;~',. u:PubriC orcOm.~ deYeiopment that does not inVolve tlllllining or . ~:;:~~;~.~,;. IlL Fct' development e-,at invoIve$ the ruIlng imdJor .excavaIicn of up to 1,:: m of we:landnn~or open water' areaS. delern1ine1f A. B, C, or 0 iiOIowi1ppli~. ' llI(A). For Private; IlCll-Q:)m.'llercial development. If Gencral water Quality Certif=lion Nc.3301 (see attached) can be applied: 1lI(B): For public or COlllITl8rciaI ,- deVelopment If Genu.d water 0uaIily Cei1i~ No.:l301 (see ;j;tich.ed) ;: can be appliect .'. .' :>--. >-;:~'S,.. ,;', lll(C). If General WalN Quat1y Certifi:afion No. 3301 (Sell at:ached) could be applied, but OCM starr determined that additional review and writlen owe concu:ren:e is needed because of concems related to water quafrty or aquatic me: JlI(D). If Gen~oaJ Water Cuat1y Certificali:n No. 3301 (see allacljedl can not be appl'.e= '--. [1/. For development lhat involves the filling and/or =valicn of mOTll than one a:re of wetlands and/or open water areas: 100% ($250) 100"h ($400) 100% (mO) 100% ($400) 60% (S240) 60% (S240) 60% (S2e5) OWQ%'. 4300 1602 435100095 2341) . 0% (SO) 0% (SO) 0% (SO) 0% (SO) 40% (S160) 40% (S160) 40% (S190) ; ,. DMSION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: Robert Wolfarth and George Hayes 2. LOCATION OF PROJECT SITE: Tyrrell County . Photo Index - 2000: 130-1532, P-12 & P-131995: 130-1382, H-9 1989: 1 (62-4), H-6 & 1-6 State Plane Coordinates - X: 2,802,100 Y: 817,300 Columbia West (upper right corner) 3. INVESTIGATION TYPE: CAMA & State Dredge and Fill 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 29 April 2004 Was Applicant Present - Yes 5. PROCESSING PROCEDURE: Application Received - 2February 2005 Office - Washington 6. SITE DESCRIPTION: (A) Local Land Use Plan -Tyrrell County Land Classification From LUP -Land, Community - Water, Conservation (B) AEC(s) Involved: Coastal Shoreline, Estuarine Water and Public Trust Area (C) Water Dependent: Yes (D) Intended Use: Private (E) Wastewater Treatment: Existing - On-site Septic System Planned - None (F) Type of Structures: Existing - House, concrete bulkhead, metal & wooden groins, numerous pilings Planned - I4751inear feet bulkhead in existing man-made canal, I120linear feet of riprap waterward of existing bulkhead adjacent Albemarle Sound, I 14' wide by I2aong boat ramp, :t6'wide by I45'long pier w/a :t20'by I20T- Head platform with 2 - boat slips (G) Estimated Annual Rate of Erosion: 3 - 4 feet ~ - - - -- --- - ~ (A) Vegetated Wetlands (B) Non-Vegetated Wetlands I16,500ft2 I8,184ft2 behind I670ft2 pier and Canal and Sound bottom bulkhead platform I 1200ft2 riprap in Sound (c) Other Uplands DJlEDGED [AREA] EILLED OIBER 7. HABITAT DESCRIPTION: (D) Total Area Disturbed: I26,550 ft2 (E) Primary Nursery Area: No (F) Water Classification: SB Open: NO 8. PROJECT SUMMARY: Applicant proposes to construct :t47:iinear feet of bulkhead in an existing man-made canal and conduct maintenance excavation, to a fmal depth of -5.0 feet, in said man-made canal. Additionally, the applicant proposes to construct a I 14 'wide by I2010ng boat ramp in the man-made canal. Approximately 120 linear feet of rip rap is proposed to be installed waterward of an existing concrete bulkhead along the Albemarle Sound.. The applicant also proposes to construct a pier with a I20'by I20'platform with 2-boat slips. Robert Wolfarth and George Hayes Tyrrell County Project setting The project site is located off SR 1212 in the Rhodes Haven Subdivision near Columbia, Tyrrell County, North Carolina on the Albemarle Sound. The project area is bordered on the downstream (east) end by a developed lot. This property has a house and bulkheaded shoreline. It is vegetated with lawn grasses and ornamental shrubs. The project area is bordered on the upstream (west) side by an undeveloped tract of 404 Wetlands. The project site is a combination of2 tracts ofland owned by different parties. The majority of the project area is located on a :1:1.2 acre tract owned by Mr. Robert \Volfarth. The remaining proj ect is located on property owned by Mr. George Hayes. Mr. Wolfarth's property is bordered by the Albemarle Sound to the North and Hayes property to the south. Existing on the western side of the Wolfarth property is a man-made canal, which bisects his property, turns to the east and terminates on the Hayes property. Existing features found on Mr. Wolfarth's property comprise of a house, 2-delapidated metal and wooden groins, and a concrete bulkhead fronts the Sound. Additionally a man-made canal, which is severely eroded on the eastern and southern sides, is located on the property. The existing average water depths are :1:2.7' for the man-made canal and :1:3.5' for the entrance channel in the Sound. Also located on the property are numerous wooden pilings located along the eastern and southern side of the man-made canal. The eroded area landward of the existing pilings ranges from :1:20' to :1:45'. These pilings are the remnants of a previous bulkhead. The Vegetation on the tract consists of upland lawn grasses and pine trees. The site elevation is :1:3.0' above the Normal Water Level. The Albemarle Sound is classified as SB by the Envirorunental Management Commission. The Albemarle Sound is Coastal waters and is not open to shell fishing in the project area. Project description The applicant proposes to construct:l:4 75 linear feet of bulkhead in the man-made canal along the alignment of the previous bulkhead and backfill the eroded area landward of the bulkhead. Maintenance excavation will be conducted within the man-made canal to a final project depth of :1:5.0 feet. Additionally, maintenance excavation is proposed, to a final project depth of :1:5.0 feet in the entrance channel :1:60' into the Albemarle Sound. The maintenance excavation ofthe man-made canal and entrance channel will produce approximately 1300 cubic yards of material that will be used as backfill. The applicant proposes to install a :I: 14' wide by :1:20' long boat ramp in the canal. The existing concrete bulkhead adjacent the sound is proposed to be reinforced with riprap extending :I: 1 0' waterward. Additionally, the applicant proposes to construct a:l:6' wide by :1:45' long pier with a:l:20' by:l:20' T-Head platform at the waterward end with a boat slip on each side of the platform in the Sound. Robert Wolfarth and George Hayes Tyrrell County Page 2 Anticipated impacts The proj ect as proposed will result in the excavation of:l: 16,500 ft2 of entrance channel and man-made canal bottom. Construction ofthe bulkhead and the associated backfilling will result in the filling :1:8,184 ft2 of shallow water area adjacent the canal. This shallow water area has resulted from continued erosion and is littered with miscellaneous debris and stumps. The construction of the pier and platform will result in shading :1:670 ft2 of Sound bottom. The installation of the riprap will result in the filling of :I: 1200ft2 of Sound bottom. The project as proposed will result in localized turbidity as a result of the construction activities. Kelly Spivey - 2 February 2005 " Quible f Quible & Associates, P.C. ENGI"'EERiNG . ENVIRONMEN7AL SCIENCES. PlANNING. SURVEYING SINCE 1959 January 27, 2005 P,O, Drawer 870 Kitty Hawk. NC 27949 Phone: 252-261-3300 Fax: 252-261-121>) PRINCIPALS Sean C, Boyle. P,E. Joseph S, Lassiter. C,E.P. Eduardo J, Valdivleso. P,E. Mr. Kelly Spivey Division of Coastal Management-WaRO 943 Washington Square Mall Washington, NC 27909 ASSOCIATES Joseph J. Anlauf. P.E. Katl1erine C, Marchello. P.L.S. David S. Neff Re: Wolfarth/Hayes Major CAMA Permit Application Columbia, Tyrrell County, NC Dear Mr. Spivey: On behalf of Robert Wolfarth, Curtis Wolfarth and George Hayes, Quible & Associates, P.C. (Quible) presents the following Major CAMA Permit Application for private development at the combined :t3.5 acre properties owned by Robert Wolfarth and George Hayes. The property is centered around Latitude 35051' 16.83" N and Longitude 760 IT 4.57" Wand located along the Albemarle Sound in the Rhodes Haven Subdivision in Columbia, Tyrrell County North Carolina. The following documentation and information have been included with this project narrative: Attachment 1: Forms DCM-MP-l, DCM-MP-2 and DCM-MP-4 Attachment 2: A relevant portion of USGS Topographic Quadrangle-Columbia West Attachment 3: Major CAMA Site Plan Attachment 4: Copies of Deeds Attachment 5: Copy of Authorization Letter-Robert Wolfarth/George Hayes Attachment 6: Copies of Adjacent Riparian Property Owner Notification Letters PROJECT NARRATIVE Site ConditionslProposed Development Overview: The project property (site) is a combination of two parcels owned by Robert Wolfarth and George Hayes. Based on surveys conducted by Timothy J Esolen, the Wolfarth parcel measures 1.22 acres and the Hayes parcel consists of 2.27 acres. Both property boundaries are shown on the enclosed Attachment 3. Copies of the deeds are included as Attachment 4. Proposed development activities include the construction of a bulkhead and subsequent backfilling to reclaim eroded shore face, construction of a boat ramp, pier and platform with four mooring pilings; excavation of an existing man-made basin; rip rap shore stabilization along the sound and removal of creosote pilings. A detailed site plan depicting the proposed development has been included as Attachment 3. The total area of the pr()p~rty within the current 75' A.F:C is 45,548.97 sf. The to.ta.1 area of disturbance within the AEC is 7,590 sf., or 17%. The disturbed area within the AEC will be the proposed backfill area behind the bulkhead. The ABC boundary will change once the shoreline is reestablished. The ABC is depicted both before and after the proposed project activities on the enclosed site plan. " Nearly 475 linear feet of bulkhead are proposed to be constructed using already in place creosote pilings. The normal water line is an average of 25 feet beyond the position of the pilings with a maximum distance of 45-50 feet in one area. The area proposed for a bulkhead is a man-made basin. According to the property owner, Robert Wolfarth, the shore around the east side of the man-made basin has been eroding. Erosion since the 2003 Esolen survey is reported to have been nearly ten feet. Based on locations of the existing creosote pilings, it is assumed that the east side of the basin has lost as much as 40 to 50 feet in the last 15 years. This would equal approximately 3.3 feet per year of worst case shore erosion per year. Details of the bulkhead construction are shown on the enclosed site plan. Once the bulkhead is completed, the applicants propose to excavate nearly 1,300 cubic yards of material to create a 550 feet long, 30 feet wide and 5 feet deep channel in the basin. The material will be excavated using long reach excavators. The spoils will be side cast behind the bulkhead and once settled, graded appropriately. The graded material will be left with a freeboard of 0.5 feet. This should keep runoff from entering the boat basin prior to seeding and stabilization of the backfill. Seeding specifications are included as Sheet 2 accompanying the site plan (Attachment 3). A boat ramp is proposed to be built as shown on the enclosed site plan. The ramp will be 14 feet wide and 20 feet long at a 2.5: 1 slope terminating at the proposed dredge project depth of 5 feet below the normal water line. Details of the boat ramp are depicted on the enclosed site plan. A pier and platform along with four mooring pilings are proposed in the Albemarle Sound as shown. The pier is proposed to be six feet wide and 40 feet long. The platform at the end of the pier is proposed to be 20 feet by 20 feet. Total area of the pier and platform is 640 sf. The shore along the sound has an existing concrete bulkhead as shown on the enclosed site plan. The applicants propose to place approximately 135 cubic yards of rip rap along the interface with the normal water line and existing bulkhead in the Albemarle Sound. Of the proposed 135 cubic yards of rip rap, half will be placed below the normal water line (67.5 cubic yards). A detail of the rip rap placement and the water dependent structures (pier and platform) is shown on the enclosed site plan. Construction Activity Details: Bulkhead. The bulkhead is proposed to be built using existing creosote pilings. Reportedly, the pilings are in sound shape and suitable for re-use. The pilings will most likely need to be removed and then reinstalled. A typical wood and vinyl bulkhead will be constructed with filter cloth installed on the landward side. The bulkhead will be advanced into the substrate at a 1: 1 ratio height to depth. Therefore, based on a proposed channel excavation depth of five feet and a bulkhead height of four feet above normal water, the bulkhead pilings will need to extend to a finished depth of nine feet below the ground surface. The bulkhead will be completely finished prior to any back filling. The property owners propose to use wood mats to transport equipment out to the bulkhead edge to perform the construction activities. Once the bulkhead is completed the property owner will use mats to operate excavation equipment and begin to backfill behind the bulkhead. Materials will be cast and allowed to settle and then graded behind the bulkhead. 2 Basin Excavation- The existing basin was created many years ago and based on reports from the property owners, the east edge of the basin has been eroding at a rate of nearly three and a half feet per year. Based on the water depths from the Timothy Esolen Survey, it appears that the material eroding from the shoreline has been filling in the basin over the past 15 years. Therefore, the property owners propose to stabilize the entire length of the eastern edge of the basin and then dredge the channel out and use the material to backfill behind the newly constructed bulkhead. Based on surveyed water depths, it is estimated that 1,300 cubic yards of material will be excavated and used as backfill. The property owners have access to wooden mats that should be sufficient to support some of the smaller excavation equipment they own. Initially, a small excavator capable of reaching thirty feet will be used to add material behind the bulkhead. Once a sufficient volume of material has been placed along the north east edge of the basin and stabilized, a larger excavator capable of reaching 50 feet will be used to finish cleaning out the channel as shown on the enclosed site plan. Boat Ramp- A boat ramp is proposed to be constructed as indicated on the enclosed site plan. The ramp will measure 14 feet wide by 20 feet long. The slope fo the ramp will be 2.5:1 and the basin will be sloped accordingly during excavation activities. The ramp will be made of precast concrete in eight manageable sections (7' x 5' x 3') and set into place using typical construction equipment (i.e., winches, chains, excavator booms etc. . . ). Pier and Platform- 670 square feet of pier and platform are proposed to be constructed as shown on the enclosed site plan. The pier and platform are proposed to be built three to four feet above normal water. Construction of the pier and platform will include the installation of one foot diameter pilings spaced approximately seven feet on center in pairs for the six feet wide pier (total pilings required 12) and 12 additional pilings will be needed to support the platform. Therefore, a total of 24 pilings will be used. Piling locations are shown on the enclosed site plan. Grading, Excavation and FilV Storm water: Proposed excavation and fill activities on the site include the maintenance dredging of the proposed channel and the subsequent backfill of the newly constructed bulkhead. The area of the proposed channel is 13,143 square feet with an average depth of excavation of 2.66 feet. Therefore, the volume of material proposed to be removed is approximately 35,000 cubic feet or 1,300 cubic yards. The bulkhead will be constructed using the existing creosote pilings already in place. Details of the bulkhead construction are shown on the enclosed site plan. Please note, filter fabric is included in the design. Once the bulkhead is completed, the channel will be excavated and the spoils will be side cast behind the bulkhead, allowed to settle and drain and then graded in behind the bulkhead. The filter fabric should provide adequate filtration to prevent sediment from traveling back into the man-made boat basin. Impacts within the AEC at the site are limited to the excavation of the channel and the construction of water dependent structures and the bulkhead. No impervious surfaces are proposed. Therefore, stormwater controls are not required or necessary to prevent discharges to the waters of the state. 3 Sedimentation and Erosion Control Plan If necessary, a silt fence containment structure could be erected to stage spoils prior to grading. However, filter fabric installed as part of the bulkhead should eliminate the need for additional sedimentation control measures. During construction of the bulkhead proposed near the Section 404 wetlands, silt fencing will be placed upland of the wetlands line to prevent sediment discharges into Section 404 wetlands. The approximate location of the wetlands line is shown on the enclosed site plan. According to Robert Wolfarth, the wetlands line, located on the George Hayes Property, has not been delineated or confirmed by the USACE. Potable Water and Wastewater: Potable water is available on site via the Town of Columbia. Waste water at the site is handled by a permitted on site septic system. Please review this application and call the undersigned at 252.261.3300 to discuss this project and any additional requirements necessary to process this permit application. Twenty-six copies of the site plan will be submitted once an initial review has been conducted. Thank you in advance for your cooperation and assistance. Sincerely, Associates, PC cc: file Robert R. Wolfarth 4 December 6,2004 TO: NC Division of Coastal Management RE: Robert R. Wolfarth Major CAMA Permit Application To Whom It May Concern: I authorize Quible & Associates, P.C. to act as my agent for the purpose of environmental permitting (Major CAMA) associated with access to my property referenced as the George Hayes parcel in Tyrrell County, orth Carolina. Sincerely, George Hayes r 1.2 ?,CJ~ . December 6, 2004 TO: NC Division of Coastal Management RE: Robert R. Wolfarth Major CAMA Permit Application To Whom It May Concern: I authorize Quible & Associates, P.C. to act as my agent for the purpose of environmental permitting (Major CAMA) associated with access to my property referenced as the Robert R. Wofarth parcel in Tyrrell County, North Carolina. ,~cJ Robert R. Wolfarth Form DCM.l\IP-l APPLICATION (To be completed by all applicants) 1. APPLICANT 2. LOCA TION OF PROPOSED PROJECT a. Landowners: a. County Tyrrell Name Robert R. Wolfarth b. City, town, community or landmark Albemarle Sound. Rhodes Haven-Columbia NC Address 89 Sunset Drive City Columbia State NC ::2- 7 q Z. r;- Zip ~ Day Phone 757.477.7167 c. Street address or secondary road number 89 Sunset Drive (NC SR 1209) Fax 757-427-2266 d. Is proposed work within city limits or planning jurisdiction? _ Yes X No Name George Hayes Address 62 Sunset Drive e. Name of body of water nearest project (e.g. river, creek, sound, bay) Albemarle Sound City Columbia State NC Z-7QZS- Zip ~ Day Phone 252.796.0777 3. DESCRIPTION AND PLANNED USE OF PROPOSED PROJECT Fax City Kitty Hawk State NC a. List all development activities you propose (e.g. building a home, motel, marina, bulkhead, pier, and excavation and/or filling activities. Completion of bulkhead. excavation of access channel to five feet and construction of a pier. platform and boat ramp. Bulkhead previously permitted. As shown on enclosed plat. pilings for bulkhead already in place. b. Authorized Agent: Name Ouible & Associates. P.e. Address PO Drawer 870 Zip 27949 Day Phone 252.261.3300 b. Is the proposed activity maintenance of an existing project, new work, or both? Both Fax 252.261.1260 c. Will the project be for public, private or commercial use? Private c. Project name (if any) Wolfarth Maior CAMA NOTE: Permit will be issued in name of [andowner(s), and/or project name. 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. The purpose of the proiect is the completion of a bulkhead to stabilize the eastern shore of a man made Revised 03/95 Form DCM-MP-l basin that has reportedly been eroding at a rate of 3.33 feet per year for the last 15 years or so. In addition. the property owners propose to install a boat ramp. rip rap. pier and platform along with four mooring pilings. The property owners also propose to excavate a 550' by 30' by 5' deep channel and use the spoils to backfill the bulkhead they propose. In addition. rip rap will be placed along the sound side of the bulkhead at a maximum of ten feet waterward of the Construction methods are outlined in detail in the accompanying narrative submitted along with this application. 4. LAND AND WATER CHARACTERISTICS a. Size of entire tract 3.5 acres b. Size of indiyidual lot(s) Wolfarth 1.22 acres. Hayes 2.27 acres. c. Approximate eleyation of tract above MHW or NWL 3.0' d. Soil type(s) and texture(s) of tract sand silt and clay e. Vegetation on tract Maintained grasses f. Man-made features now on tract One story house. concrete bulkhead. metal groin and numerous creosote pilings. g. What is the CAMA Land Use Plan land classification of the site? (Consult the local land use plan.) Conservation Transitional ---1L- Developed _ Community Rural Other h. How is the tract zoneq by local government? un zoned i. Is the proposed project consistent with the applicable zoning? --L Yes _No (Attach zoning compliance certificate, if applicable) Revised 03/95 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 ..L- No 1. Are there wetlands on the site? ---1L- Yes No Coastal (marsh) _ Other_ If yes, has a delineation been conducted? No (Attach documentation. if available)- m. Describe existing wastewater treatment facilities. On site waste water treatment. 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.) There are no direct discharges of waste water or stormwater to anv waters of the state. Proposed development will not discharge waste water or storm water to waters of the state. An inch or two of freeboard will be left alonl;! the landward edge of the bulkhead to prevent sediment and runoff from entering the basin. o. Describe existing drinking water supply source. Potable water supplied by the County. 5. ADDITIONAL INFORMATION In addition to the completed application form, the following items must be submitted: o 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 Form DCM-MP-l ink on an 8 W' 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 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 Alice P. Rhodes 1003 Hvland Avenue Williamston, NC 27892 252.792.2949 Phone Name John M. Keelev Address 1215 Rhodes Road, Columbia. NC 27952 Phone 252.796.1289 Name Address Phone . A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. . A check for $250 made payable to the Department of Environment, Health, and Natural Resources (DEHNR) to cover the costs of processing the application. · A signed AEC hazard notice for projects in Revised 03/95 oceanfront and inlet areas. · A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A - 1 to 10) If the project involves the expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. 6. CERTIFICATION AND PERMISSION TO ENTER ON LAND I understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to conditions and restrictions contained in the permit. I certify that to the best of my knowledge, the proposed activity complies with the State of North Carolina's approved Coastal Management Program and will be conducted in a manner consistent with such program. I certify that I am authorized to grant, and do in fact, grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. This is the 2$" day of 'JiINVJ!/Zr.< 20 oS-: I Print Name WMJa/1/ &/HW..5 Signature -b.{fauy Lan wn or AuthOrized Agent Please indicate attachments. pertaining to your proposed project. V DCM MP-2 Excavation and Fill Information DCM MP-3 Upland Development v DCM MP-4 Structures Information DCM MP-5 Bridges and Culverts Form DCM-MP-l NOTE: Please sign and date each attachment in the space provided at the bottom of eachfonn. Revised 03/95 OZ-OZ-Z005 OZ:Z4pm From-QUIBLE&ASSOCIATES Form DCM-MP-2 EXCAVATION AND FILL (Except bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Fonn DCM-MP-l. Be sure to complete all other sections ofthe Joint Application that relate to thil; proposed project. Describe below the purpose of proposed excavation or fill activities. An values to be given in feet. Averol:c E:xtllllnll Finlll ProJoct ^"C3' chaMcl (MI. W) Of (NWt.) u:nl!lh Wldlh Depth Dclilh 60' 30' 3S -5.0' 490' 30. 2.5' -5.0' )0 -20' 14' -5.0 -5.0 CilIIaI Bo01l. b;lSUl Bo..t rnmp Rock groin Rock bt'eal{waler Olh~r (P.:.:cll'L'IIIlJ..t shor..lln;t . ,;1 ',blll~~llon) 1. EXCA V ATION a. Amount ofrnaterial to be excavated (rom below MHW or NWL in cubic yards -1.300 cubic yards ha,ed on avera~e existine: basin depth (-2.7') and area of excnvatlOn 03.143 sf) b. Type of material to be excavated silnds. silt1i and claY~ c. Does the area to be excavated include coastal wetlands (marsh), submersj'; aquatic vegetation (SA Vs) or other wetlands? _ Yes ---L No d. Hlghground excavation In cubic yards NA Revised 03/95 Z5ZZ611Z60 T-49Z P,OOZ/OOZ F-450 2. DISPOSAL OF EXCAVATED MATERIAL a. Location of disposal area On site-fill u.~ed to backfill bulkhead. Material will be !;icle cast behind bulkhead iUld allowed to de-water prior to eTlldim!: behind bulkhead. b. Dimensions of disposal area 8,184 ,~f for bulkhead fill, c. Do you claim title to disposal area? x Yes No If no, attach i1'eiter granting pennission from the Owner. d. Will a dispOSal area be available for future maintenance1J _ Yes --3-No If yes, where? e. Does the disposal area include any coastal wetlands (marsh), SA Vs or other wetlands? _ Yes ......l..- No f. Does the disposal include any area in me water? --L Yes _No 3. SHORELINE STABILIZATION a. Type of shoreline stabilization x. Bulkhead -A- Riprap b, Length -475 Iinea.r feet of bulkhead Droposed along man-made bar;in with existin~ pilin~!; in place, Placement of 120 linear feet of np raD alon~ existing hulkhead and Albemarle Sound. C" Average distanc~ waterw~d of MHW or NWL 25 feet for bulkhead and at 10'tor rip rat' placement. d. e. Shoreline erosion during preceding 12 months 3-4 feet (Source of information) Property owner f. Type of bulkhead or riprap material wood and vinvl bulkhead and granitic rip rap. g. Amount of fill in cubic yards to be placed below water level (1) Riprap -135 cubic yards (2) Bulkhead backfill -740 cubic yards h. Type offill material Bulkhead backfilled with dredge spoils and granitic rip rap l. Source of fill material Access channel adiacent to bulkhead. Rip rap source not determined. 4. OTHER FILL ACTIVITIES (Excluding Shoreline Stabilization) a. Will fill material be brought to site? Yes ---L-.. No If yes, (I) 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), SA Vs or other wetlands? Yes ---L- No If yes, (l) Dimensions of fill area (2) Purpose of fill 5. GENERAL a. How will excavated or fill material be kept on site and erosion controlled? Dredge material will be graded behind bulkheading. A filter fabric will be installed with bulkhead to prevent sediment from filtering through bulkhead back into the basin. Bulkhead completed as first phase of proiect. What type of construction equipment will be used (for example, dragline, backhoe, or hydraulic dredge)? Excavators. front end loaders and backhoes.. c. Will wetlands be crossed in transporting equipment to project site? _ Yes -L- No If yes, explain steps that will be taken to lessen environmental impacts. Revised 03/95 .' tv f)z,p~ /(-r::tfS Applicant or Projoct ame s;g~;:: Date Form DCM-l\1P-2 . Form DCM-MP-4 STRUCTURES (Construction within Public Trust Areas) Attach this form to Joint Application for CAMA Major Permit, Form DCM-MP-l. 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_CommunitYL Private (2) Number 1 (3) Length 45 (4) Width 6 (5) FingerPiers _ Yes -X-No (i) Number (ii) Length (iii) Width (6) Platform(s) ....x..- Yes No (i) Number 1 (ii) Length 20 (iii) Width 20 (7) Number of slips proposed 2 (8) Proximity of structure to adjacent riparian property lines 50' Assuming proiection of riparian line out into Albemarle Sound at the same orientation as propertv line. (9) Width of water body 3 plus mile across Bull Bav to the west and 9 plus miles across the Albemarle Sound (north). (1 0) Water depth at waterward end of pier at MLWorNWL~ (4) Width of water body (5) Distance buoy(s) to be placed beyond shoreline f. Mooring structure (boatlift, mooring pilings, etc.) NA (1) _ Commercial_Community --X- Private (2) Number 4 pilings (3) Length 12' (4) Width 12" g. Other (Give complete description) ~)pt.Pffl7I ~b0 AppicantorPro~ctN me s;~-;: Date b. Boathouse (including covered lifts) NA (1) Commercial Private (2) Length (3) Width c. Groin (e.g. wood, sheetpile, etc.) NA (1) Number (2) Length(s) d. Breakwater (e.g. wood, sheetpile, etc.) NA (1) Length (2) Average distance from MHW, NWL or wetlands (3) Maximum distance beyond MHW, NWL or wetlands e. Mooring buoys NA (1) _ Commercial_Community _ Private (2) Number (3) Description of buoy (Color, inscription, size, anchor, etc.) Revised 03/95 '. ...... '. J~:!L ......... y/~C~./L&; \ '~,' ,. "',:. '~. \~. '\ ,\ '\ ..::\ ./~;""~' -=-~ ./ i~. ::/:. \. ..' ...... ..::.-::,.,.:....~;.:.,: ........ ..... ....... .... 50~~"-": ..: ~,?,,\.; ..' ;' \.-:;':e:,", i, \ '~__' SITE .....,.~~~~~:J- ~:Ji': ....... /" ';'" ,.,." ~.,.- . '-Clo.1',-" i ~~ //'> .....-x.)'~ ' ~-...: ,. '''.:-, l~''.~~/ ,~' ~ ~ ~~,f'l. ~_ /J ) I II ,;" J.:' "'<ii 'C.;/' " __1\\ .;'1 ...;:;-_ -~'-~-,::'d\ ..fl i" .-:-.;'~; ......:::.~.~:...:- . . .:~;J:;j)~ .. '~>:';,/ I ,\ L .' .,;:;..{ ;(,07 \'. / D, / ./' .Ii ,.' 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Name: COLUMBIA WEST Date: 11/11/2004 Scale: 1 inch equals 2000 feet Location: 035057' 16.83" N 0760 17' 4.57" W Caption: WOLFARTH PROPERTY COLUMBIA TOWNSHIP TYRELL COUNTY NC """"t"'Iu,;,.,ht ,("\ 1 DOl:!: lA':!....t"',..h I........ SEEDING SPECIFICATIONS PERMANENT VEGETATION TEMPORARY VEGETATION I SEEDING DATES: APRIL 1- SEPT 30 I SEED MIXTURE APPLICATION RATES/ACRE I SEEDING DATES: SEED MIXTURE RYE GRAIN OCT. 1 - MARCH 31 I {D)&@& APPLICATION RATES/ ACREIM nw@@ 175 LBS. FEe 1 5 2005 DENR \VA li'ET!.A!,'DSAJ-'D TER QUALITY . STOR1.nt~TER BRANCH BAHIA COMMON BERMUDA (UNHULLED) 50 LBS. 50 LBS. FERTILIZER 10-10-10 @ 1000 LB/ACRE GERMAN MILLETT FESCUE FERTILIZER 26-13-13 @ 500 LB/ACRE 15 LBS. 20 LBS. MULCH APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MULCH APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. GENERAL: - FERTILIZER RATES SHOWN ARE GENERAL RECOMMENDATIONS; FREQUENCY AND AMOUNT OF FERTILIZATION CAN BEST BE DETERMINED THROUGH SITE SPECIFIC SOIL TESTING. - MAINTENANCE: SATISFACTORY STABILIZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLY AND, IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAIN IS OFTEN SUFFICIENT TO GREATLY ENLARGE BARE SPOTS, AND THE LONGER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME. PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP, THEY MUST BE FILLED IN, RE-SEEDED, AND MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD. MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (UNTIL FINAL COMPLETION IS AWARDED) WEAK OR DAMAGED SPOTS MUST BE RELlMED, FERTILIZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE. REFERTILlZATION MAY BE NEEDED TO MAINTAIN PRODUCTIVE STANDS. PR~VIDE A GROUND ~OVER ON EXPOSED SLOPE WITHIN 15 WORKING DAYS. OR 30 CAlENDA~ DAYS (WHICHEV~R IS SHORTER). FOllOWING COMPLETION OF ANY PHASE OF GRADING AND A PERMANENT GROUND COVER FOR All DISTURBED AREAS . WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER FOllOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. ~ . ~~il 'Ii Ii'/! j' ~ o =(U ij; Ii l"il'll. !ii i ~ . ~ ; U . ~ Iol (/) : i :f z w 0 .... >- Iol as Iol -<{ II) .S :r: ~ i " 0 :r: ~ .... ~ ~ 0::: < -<{ l.L. ~ :::IE ~ .....J ~ 0 u ~ It: 4) 0 ..., -e ~ :::IE ,0 I .S ~ _110. pQ2ll77 DaICK:D rr - DltAWIl rr - ClCJ:EII rr - ~ D,lIt OI/21/ll4 f SHEET NO. I ~ 2 ALBEMARLE SOUND ~ ~~ ~ - -~ BULKHEAD HEIGHT "-'4.0' \ o SITE 1212 3.0' 1Z'uJfEAD~CR3.EjE COLUMBIA, SlOTlID v.ooo PIER AND DECK ( NWL ("'1.0') ;~~\0~filllllliil DEADMAN ElaS"T1NG SU3 US 64 94 US 64 CHANNEL WIDTH 30' VICINITY MAP N.T.S. CROSS SECTION A - A' N.T.S. BOA T RAMP CROSS SECTION N.T.S. SHORELINE CROSS SECTION N.T.S. PROPERTY BOUNDARY WA lER DEPTHS, AS BUILT, SURVEY INFORMATION PLOTTED FROM MAPS BY TIMOTHY J. ESOLEN ENTITLED: Robert Roger WOlRiARTH DAlED: OCT 16, 2003; REVISED MAY 15, 2004; . George and Betty HAYES, DATED: JUNE 25, 2004 \ 1~I2' LEGEND ~~A~~N OF WATER SURFACE, JUNE 21, 2004 = 0.2 FT. MEAN SEA LEVEL UNDERGROUND UTIUTIES TO BE VERIFIED BY OTHERS BEFORE ANY LAND DISIURBING ACTIVITIES, ALBEMARLE SOUND REFERENCES DB 191, PG 683 DB 194, PG 913 PC B, SUDE 10-3A AND 30-2A DB 199, PG 272 MAP BY TIMOTHY J. ESOLEN ENTl1LED: Robert Roger WOLFARTH DATED: OCT. 16, 2003 LAST REVISED: MAY 15, 2004 EIP / //' / / ,~ // ,'1-,'1-,,-:::. ,@~ / ." # ~'" / ~,..!:.Y., _ - MAG HAlL 5[1' IH POYl{R POLl: / ~\S0\.7 UEVAllOH - 0,0 rn:T MEAN SEA l.E\n . \\~ ;..r, HA", B8 FROIl HCGS7.1Y 22. SV. Ill''' (5' .'\1 // :Cf{OQ, f./ _ _ _ _C:; 9' ,,--- ') , '- FIRE H'rtlRANT ...... Betty PHELPS LDT g DB 148. PO 19B EXISTING IRON PIPE EXISTING WOOD CREOSOTE PILING ALICE RHODES LOT 2 DB 136, PG 317 .0 _30' r \ \ \ l , , , \ \ ...... ..... \ \ \ I \ --""/5' "1tc~ , , , , , , \ \ \ \ \ I I , I I I I I I I I / / / / / '" '" '" ",....- -- ",.... ~ ROBERT WOLFARTH ~<t,~ 89 SUNSET DR. .~;~\~ COLUMBIA, NC ~.... +/- 1.22 AC. <" ~ o . PROPOSED PILING Ul o "'~\ ~ (0. ",.:; l'1 ~ '" . ",- I'" "! ....'" N'" o en ALBEMARLE SOUND x 3.1 EXISTING ELEVATION D lKJ ~ AREA TO BE FILLED AREA TO BE EXCAVATED RIP RAP 2: 1 SLOPE l\9 W.TER WETER ''''-... I ---...-...-... I I I I I I I I I I ~ ~ r I I J I \ --- ~ ~ ~ ~ Elf FOUND GRADER B\.AllE " " "- /~-..'<' //<1> , ~'I- \ \ I I , I } I I / / , ,,~ /.~ ,...;'> S "";)\1"~ - ..... .30' AEC 8UFFER---. ..... ..... . -e.! ~ ~. 0"" /n .,. f'I'" ,..,11) o en " -75' AEC ... ..... \ , , , \ \ " , " " " , , " , , " " , , , , " ....., - .......------...- . -1.e ~i~~~'O " , , " .",....- ".,.. ,,-- ..- "., -- - ",....-- -'\I ~~ .&>" 00 '7'-'\ cfJ' '! -~~ l~ ~ 15- en " .,-- .......---- -- ",....- -- .",.... GEORGE HAYES 62 SUNSET DR. COLUMBIA, NC +/- 2.27 ....C. NOTES 1 . 2. 3. 4. 5. 6. 1,117 CUBIC YARDS OF MATERIAL PROPOSED TO BE DREDGED TO CREATE CHANNEL 467.68 LINEAR FEET OF BULKHEAD PROPOSED. 10T AL PROJECT AREA (WOLFARTH AND HAYES) APPROXIMATELY 3.49 ACRES TOTAL AREA PROPOSED TO BE DREDGED 13,143 SF PROPOSED CHANNEL DEPTH 5.0' BELOW EXISTING DEPTHS. ESTIMATED VOLUME OF MATERIAL TO REMOVE 35,000 CUBIC FEET OR 1,300 CUBIC YARDS. PROPOSED AREA TO BACKFILL BEHIND BULKHEAD 7,590 SF. APPROXIMATE VOLUME BASED ON AVERAGE 3.0' FILL BEHIND BULKHEAD -1,000 CUBIC YARDS. TOTAL PROJECT AREA WITHIN AEC PRIOR TO FILL 45,548.97 SF (1.05 AC.) TOTAL PROJECT AREA WITHIN AEC UPON PROJECT COMPLETION PROPOSED PIER DIMENSIONS 6'X45'. PROPOSED PLATFORM DIMENSIONS 20'X20'. TOTAL AREA 670 SF. SOUND FRONT SHORELINE STABILIZED WITH RIP RAP INSTALLED AT NWL AT 2: 1 SLOPE. APPROXIMATELY 150 CUBIC YARDS OF RIP RAP REQUIRED. PROPOSED BOAT RAMP 14'X20' AT 2.5: 1 SLOPE. BULKHEAD CONSTRUCTED PRIOR TO DREDGE ACTIVITIES. BULKHEAD CONSTRUCTED WITH FILTER CLOTH. DREDGE MATERIAL WILL BE SIDECAST BEHIND BULKHEAD AND ALLOWED TO DEWATER. ONCE DEWATERED, THE DREDGE SPOILS WILL BE GRADED BEHIND BULKHEAD. SILT FENCING PROPOSED AS SHOWN ON PLAN. BOA T RAMP WILL BE INSTALLED AT 2.5: 1 SLOPE 5T ARTING AT WATERS EDGE AND LEADING DOWN TO PROJECT DEPTH OF 5.0' BELOW NORMAL WATER. N86'4,'34'E 90.95' JOHN M. KEELY 7. 8. 9. 10. 11 . 12. DRAWING FILE: 04113 PLOT SCALE: 30 GRAPHIC SCALE 60 30 15 0 30 120 ~...- I , j I ( IN FEET ) 1 inch = 30 ft. " .f ..', z o f- <( U U. f- 0:: W U lJ... Z O::J 0 ::J~f- ~<l:~~lJ...~!:2[J 0:: .o::wO ~ii3 WO~UlZcin:=> o...z UlOZOUl 0- Oiii-U 0:: 0... wZ o...u)'. S!!ililJ...cnO wOO::::;wo i= w!;;:w>OO::t-: -,U I"" w'<Z-,<l: f-u8]S!!o...U03:-, S!!Slf3~~pj~zt3 f-~O::lJ...~<OO~ Zw wOo... 5~ 00:: 0:50 ::;Z<l:ZI-ZIOf- i3<l:UlQ=><l: 5 OWf-f-Ow O-'IUI-l . cnco=>!:::cn Ul S!!S~83:5Z~ IO 0:: OO....J f- 0... U u ~ I") o . o In N W I- -<I: @g In f- In I -<I: c.:>o ~~ D- o ~ um 5 o z <( -J CL Lu I- Z - 0 (J) - V) - <( :> - ~ a CD <( ::> U V) Q:: z lLJ 0 > ) ~ <( :c ~ V) lLJ :c a 0 I- :c Q:: 0:::: <( L... -J 0 $ COMMISSION NO. 04113 DESIGNED BY RRW DRAWN BY WDE,AZ CHECKED BY WDE ISSUE DATE (/) Z o (/) :> w 0:: W I- < Q o z . Oi >- 0 I- 1<8l 3a..~ o '0 U ~JJ --.I --.I lLJ 0:::: 0:::: >- I- (J); Q)~ Z +-' ~ <<S~ -- ~ ::.:: O~ a:: O~ 00; 00: <(~ -' ~ Z ~I w CL - :c V) z ~ o I- Q)~ _2" z .o~ -<( - CD :::S~ ~a~ u -- * 11/17/04 SHEET NO. OF SHEETS 1'1\;7' q\7~:: I n I Qn/C17/1 - I =1t:'Y,;j,,..,j I i=1nnl!\1 '':'1'I,!'':'1'-''_