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HomeMy WebLinkAbout20080903 Ver 1_DCM Permit_20090903Permit Class NV W STATE OF NORTH CAROLINA Department of Environment and Natural Resources_ and Coastal Resources Commission Vermit for Permit Number 116-09 SEP - S 2009 DENR - vuAir,F QUAD! fY WULANDS AND S70RMWgTER BRANCH X_ Major Development in an Area of Environmental Concern pursuant to NCGS 113A-118 X Excavation and/or filling pursuant to NCGS 113-229 Issued to Stephen Benjamin, PO Box 399, Norwalk, CT 06856 Authorizing development in Pamlico County at Neuse River @ 200 Bennett Place, near Town of Minnesott , as requested in the permittee's application dated 615109. including attached workplan drawings (3), dated 1-3 of 3 all dated 5/10/09 This permit, issued on _ August 26, 2009 , is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may be subject to fines, imprisonment or civil action; or may cause the permit to be null and void. Docking Facility 1) This permit authorizes only the docks, piers, and other structures and uses located in or over the water that are expressly and specifically set forth in the permit application. No other structure, whether floating or stationary, may become a permanent part of this docking facility without permit modification. No non-water dependent uses of structures may be conducted on, in or over public trust waters without permit modification. 2) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the docking facility. Any sewage discharge at the docking facility shall be considered a violation of this permit for which the permittce is responsible. This prohibition shall be applied and enforced throughout the entire existence of the permitted structure. (See attached sheets for Additional Conditions) This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. An appeal requires resolution prior to work initiation or continuance as the case may be. This permit must be accessible on-site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Division approval All work must cease when the permit expires on December 31, 2012 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signed by the authority of the Secretary of DENR and the Chairman of the Coastal Resources Commission. V James H gson, Director Division of Coastal Management This permit aid its conditions are hereby accepted. Signature of Permittee Stephen Benjamin ADDITIONAL CONDITIONS Permit #116-09 Page 2 of 4 3) 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, which is determined by drawing a line parallel to the channel, then drawing a line perpendicular to the channel line that intersects with the shore at the point where the upland property line meets the water's edge. 4) No attempt will be made by the permittee to prevent the full and free use by the public of all navigable waters at or adjacent to the authorized work. 5) The permittee will maintain the authorized work in good condition and in conformance with the terms and conditions of this permit. The permittee is not relieved of this requirement if he abandons the permitted activity without having it transferred to a third party. 6) This permit does not authorize the interference with any existing or proposed Federal project, and the permittee will not be entitled to compensation for damage to the authorized structure or work, or injury which may be caused from existing or future operations undertaken by the United States in the public interest. 7) The permittee must 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 oi- inclement weather. 8) This permit authorizes a maximum of two formalized boat slips NOTE: It is strongly recommended that the permittee exercise all available precautions in the day-to-day operation of the facility to prevent facility waste from entering the adjacent waters. Such discharge, either directly or indirectly, to adjacent waters could contravene state water quality standards, thereby violating state law. Boat Ramp 9) The boat ramp shall either be poured at an upland location and pushed into place once hardened, or poured entirely within a watertight containment stricture. Live concrete shall not be allowed to contact waters of the State or waters that will enter waters of the State. Shoreline Stabilization 10) The authorized riprap and bulkhead alignments shall adhere to the alignments depicted on the attached workplan drawings. 11) The alignment of the authorized bulkhead and riprap shall be staked by the permittee and approved on site by a representative of the Division of Coastal Management within a maximum of 30 days prior to the start of construction. Failure to initiate construction within 30 days, or erosion of the shoreline by adverse weather conditions, shall require the alignment to be reapproved by DCM within a maximum of 30 days prior to the new expected start of construction. Stephen Benjamin ADDITIONAL CONDITIONS Permit #116-09 Page 3 of 4 12) The riprap material shall be free from loose dirt or any pollutant. It shall be of a size sufficient to prevent its movement from the approved alignment by wave or current action. 13) The riprap material shall consist of clean rock or masonry materials such as but not limited to granite, marl, or broken concrete. 14) The bulkhead shall be constructed prior to any backfilling activities. 15) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the structure. 16) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles or other suitable materials approved by department personnel. 17) Back fill material shall be clean and free of any pollutants except in trace quantities. 18) All backfill material shall be obtained from a high ground source and confined behind the permitted bulkhead. Upland Development 19) Unless specifically altered herein, this permit authorizes only the land disturbing activities associated with the construction of the driveways, boat ramp access, workshop, pool, walkways, and retaining walls, as well as all associated grading and filling, all as expressly and specifically set forth in the permit application and depicted on the attached work-plat drawings. Any additional land disturbing activities and/or construction shall be evaluated on a case-by-case basis by a representative of the Division of Coastal Management (DCM) to determine additional permit requirements. Contact a representative of the Division at (252) 808-2808 prior to the commencement of any such activity for this determination. Stormwater Management 20) The Division of Water Quality approval of this project under stormwater management rules of the Environmental Management Commission is covered by way of Stormwater Permit No. SW7080602, which was issued on 9/5/08. Any violation of the permit approved by the DWQ shall be considered a violation of this CAMA permit. Sedimentation and Erosion Control 21) In order to protect water quality, runoff from construction shall not visibly increase the amount of suspended sediments in adjacent waters. 22) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence, diversion swales or berms, etc.). __ Y Stephen Benjamin Permit #116-09 Page 4 of 4 ADDITIONAL CONDITIONS 23) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of completion of any phase of grading on cut or filled slopes. General 24) In accordance with requirements of the U.S. Army Corps of Engineers, the authorized 3-story boathouse located over wetlands shall be elevated a minimum of 8 feet above the wetland substrate. This permit does not authorize the placement of either permanent or temporary fill in any jurisdictional wetlands associated with the construction of the boat house. 25) 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 will 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. 26) This permit does not authorize the excavation or filling,of any vegetated wetlands or open water areas outside of the areas indicated on the attached workplan drawings. 27) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the written approval of the Division of Coastal Management. NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals or authorizations that may be required. NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water Quality Certification No. 3641 (DWQ Project No. 08-0903), which was issued on 5/28/09. NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. 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S. / P , os a \ \ ~ Ii/l/ I//I / / / ~ / I I~ \ \ ~ 7 ~1 / VIII / / ~ t-~ ~ ~ A \ o I l %i 111 / / , A • ~ ~ ~ ~ \ \ \ I / / I A A , \ s A o 1111~1/I ~ ~ ~ ~ ~ A ,o ~ ~ ~ y. ~ \ of l 111. ~ L I ~ \ ~ ~ ~ / o 11 ~ I ~ I I ~ su envision from an actual ~ ~ ~ \ h~~ , A ~ ~ \ \ ti ~ • s ~ ~ v . I o 1, Dennis A. Forbes, certify that this plat was drawn under my p < ~ ~ e O A'O ~ ~ ~ ~ ~ ~ \ ~ survey made under my supervision (deed descripition recorded in Book ~ ~ ~ a e , ,that the boundaries not surveyed are clearly indicated as drawn from ~ ~ ® ~ ~ ~ ~ o ns f ~ 0 j ' ~ ~ o ~ ~ ~ information found in Book page.:..,......,.....,.,..; that the ratio of precision I I ~ . ~~q as calculated is 1 .that this plat was prepared in accordance with C~ ~ \ ~ Q 1 ~ \ n \ ~ ~ \ ~ ~ \ \ 1,\ ~ ~ / \~C' G.S. 47-30 as amended, Witness my original signature, registration number and seal ~ ,1 \ a \ o ~ j \ ~ \ J~ ~ ~ 0 . 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F Q~®® \ s A \ \ ti ~ ~ t ~ ~ \ \ o \ ~ e~ ° 1 of for \ \ % ~s ~~o ~~f sPh ~a ~ - \ ~~Q l~l ~G~h ~PJ, ~ ra ~ 9 ~ ~o ~ ~ 1~1~~~50 (~W 0 \ y ,a e ¶ ~~d~ ~ YY ~1 p )LEGEND: 1! _ \ Vi4 # \ IPS ......................................IRON PIPE SET IPF .............................:........IRON PIPE FOUND DB . ...::..............................DEED BOOK PG . ...................................PAGE PP ..................:.............,.,POWER POLE R/W .................ee.:........:,,,.RIGHT OF WAY. 90 60 30 ~ 0 15 CMS ...............:.:..:.,...:,.,..,CONCRETE MONUMENT SET CMF ...............................CONCRETE MONUMENT FOUND nneinPt tULi ----g---------X-° - 1'~,1V~PL1IVL' s Graphic Scale Ell 1111 11 1111 MEN . E ~ ~n, N.C. X6 1 lY. B~~ 7, Near Byr , P.o Yin Professional Land curveg oeIates, I s Forties & Ass Denn e hEGEND: WEI,~ g~. IPS ......................................IRON PIPE SET / WE>J~ o ~i> ...IRON PIPE FOUND d, IPF ~ / 9~ e~csg DB . ...................................DEED BOOK ~ , ~ / ~ PG . ...................................PAGE ~ P POWER POZE o ~ P / y / 5 1 ~ R W .........................:........RIGH'P OF WAY c~ o / ~ C~ ~ TIfABEA tOP CAP ` ~~~~~'yQ- FIAISNEU OAADE @ 6' A80UE AIUEA CMS .................................CONCRETE MONUMENT SET °GP 1 ~ CMF .........................CONCRETE MONUMENT FOUND % FIA1BEA UTALER x------ ----x-----------x--------- x FENCEtINE / o~ 1 l ~ ~ : ~h ~C~,EhCA~ICh81 --UTAYL SHEET PIUt1D ~ / ~ J ~ ~ 10 ~ D ACC ~ o ~ ~ pAVE `~/o ~ ~ 1 ~ ROPO~ PAVED ACCT ~ - w ?~,y~ lG D ~PR~pOSED~ ~~T R9~,~q,~ ~ ~ ~~-11rABEA UTAIEA ~ ~ o ~P Minnesott Beach ~ ~ s ~ o • Ga, Yacht Basin i" / / / / ~ fJf' tlE AACA AACHOA ~ \ / / / , ~ ~0~, (SEE MAAUFACAUREA SPECS) ~ ~ YMCA / ~ ~ ~ / ~ d ®Camp Seagull ~ ~ ~ Town of Minnesott Beach / v Minnesott Beach o / w ® / Q ~ Golf & Cauntry Club ~ ~ o W~ / a o Country Club Brwe ~ ~ q q~ a 4 / a.~ ~ ~ o ~ i ~ w ~ ~ ~ ~ ~ Neese Rwer Minnesott' Cherry Branch ~ / q v v /i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ eoTTam o_,,~,F eluEa Ferry ~ , ~ s' ~ / / v / s. ~c ~ / ~o, / o W / 9 ~ ~9 w o , ~ / ~ o, / 0 9 C ~ ti o. ~ ~ ~ ~ m ~'l \ ~ Por ~ o o . \ ~ G ~ 4 ch ti o / ~ \ v ~ \ D Q ti oo , , oo. ; ~ i ~ / ~ ~ ~ / o. / / / ~ TYPICAL 3NEEi PILE (~l tv y. ~ " l ,~o d ti a~ ~ fr a ~ 1 ' ~ ~ ~ ~ , ~ ~ro ~ l l l/ I I BULNHEAD & TIE. BACN ~ A~ am ~ 2 Pl~ti tae I~. ~ w F ~ i ~ ~ / / ~ ~ o ~ ~ a G d/ ~i 6' , 1 c~ ~ ! , . w® 9 ~P ~'p , ~'p, ~ Porch ~ ~ P Ph ~ ' d \ ~ ~ \ A~ e ~ ~ `r gob \ ~ •o• / o ~ / e p \ •p, c o / i ~ 2 20 ~ dap \ r ~ 9' ~ . ~ 0- ~ ~ \ o, ~ s ~ ~ i ~ ~ ~ ~ - ~ 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ iImBEA TOP CAP s ~ / ~ \ ~ / ~ I FIAISHOAAOE VARIES) TImBERUJAIER ~ /i / , \ w ~i A ~ / ~ C / ~ q~ --UIIWL SNEET PIUAO ~ c' ~ r Sd 3 b a~, A ~ , ~ / / „ 9" X 12" Treated Headers •5 / ~ ~ Lry \ ~ \ ~ / , ~lT 8 10 Dia. treated \ \ / 0 -l •-r ~ / ~ ~ ~ / ~ ~ ~ / ~i ~ ~ / ~ , ?pS1DMS1 ~ ~ ~P ~ woad pilin ~ ~ ~ d \ 5 10.0 ® ~ d ~ ~ / / ti P \ \ ~ c9'. ~ / / \ e / ,i ~ ® ly G. ~ ~ s d( / l i A ~ s ~ ~ , 4" X 12" Treated lankin ~ 0 \ \ ~9 ti o C ~ \ ~ ~ ; "e'..=mss ~ ~ ~ G F' \ h' ~ l ~ o ~ / , \ \ \ s~ ~ / o 0 'x ~ \ ~Y 4 10 PRECAST CONCRETE a \ h ~ v / i ~ ~ Ei ~ ~ o aura ll \ \ - ~ ~ ~N ~ ~ \ ® s y ~ ; B ti sP \ ~ ~ . / ' ~ o ~ ~ ~ ~ ~ ~ ~ ~ V '~s, AISU DAADE (VARIES) o i; ; . ~ y l ~ '6 ~O j ~ BOO o ~ ~ ~ A i TIE BACN ADCHOA ~ P \ 7 n / ~ % 11" Treated plaakiag \ \ \ ` - ~~Q~~ ~ a / ~ ~ N~ o ~ ~ ~ , ~ (SEE mAAUFACAUAEA SPECS) ~ ~ ~4 ~~a ~ \ a e 4 ~ ~ ~ sbQ \ b -..-~---f-- ' ~ A /mil Le V . - `ti' / ° / / ~ 0 / ~ l~ o a ~ ® Flo o.., Plen Wew s ~ ~ s ~ ~ ~ - = ~ icat dock oust oction ` ~ S ~ ~o . ~9,~~,~, ~ \ yp C r ~ o \ a T~ d fl ~ - - a~ ~ \ ~ \ ~ A .Precast Concrete Panels ~ ~ ~ ~ ~ ~ _ ~ ; •6 4 , c ~ ~ a ~ ` , e ~ 9 Q4 - ~s o ~ \ 4 Ho 0 0 ~c~ / trot to scaie~ e-~ ti. 4 ~ ~ ~ D~ ~ \ e 5 ~ \ ~ \ 9 / e ~ ~ ~ti \ ~ . \ oa ~ ~ ~ o'~ ~ o - ~ / ~ o / / / / ~ ~ 9"X12" HEADER / / / \ \ ~ , 9 Q SHEET PILE ~1 0`\ ! ® ~ ~ ~ ~Q o$ ~ o 9t / / / I I ~ ~ TERRACE UlALL& TIEBACN rar / Q~~O ~ ~ ~ o o ~ ~ ~ ntou \ avg. ~ r a Anrou s / ~~Q~~ 1 p, ~ ~ ~ ~ ti. ~ ~ 0~/ ~ ~ F9 ~ ~ °`r e~~'t`~" J~' V, NORMAL WATER LEVEL C~4 ~ ~ ~O ~ OF CREEK O ~ \ 4~ ~ j ~ b ~ ~ \o o cl o. o. Deg ~ p l0 ~ b ~ 4~~'~`~~ b1 ~ ~ ~ . q p b ~ , Q ~ ~ \ ~ "o~ `0`' o. \ ~ '~'6` ~Q~~~~~~~' ~ QA~ y ~ ~o, os \ ~ \ ~ ~ ~ o~ ,1f;~ q ~ o~% ~ A• , ~ s r ti~ ~ 4 i ~ ~ ~ ~ \ \ ~ ~ ~ ~f H ,0~~' ~ ~ \ ~9 u ~p 0 0, ~ ~ 9 ~o. ° RIVER BOTTOM _ - - ,o o q _ ll ~ ~ s ~ d ~ o ~ s\~~~~ EI1D UIEUU THRU \ / rG 0 49 ~ \ ~tA~~ MAlli UTALNWAV V~~' ~'Q~ ~G ~ 111 1~~~~l~Il~~lll S ~ ~ ~ \ of ~ \ o,- ~ ~ y tio, ~Go ; ~ y f. oy ~ ~ ~ l ~ . \ .c /4\ ~ 9 ~ 9P ~ d T ~ ! ~ ~ ~ \ y ~ ~ Q ~ i ,E o ~ ~s ~Q ~ ~ ~ r ~ e° o \ ~ ~ ~ ?~o® a9 ~@~, ~ ~ 0 F < P -v Ao ~ do ~ ~ ~ ~F a <<a ~ o; ~ EnD uIEUU THflu ~~o ~o o 'so, ~ / ~ ~ ~ s s°' ~'J ; FIRED 2' 32' PLATFORM ~r s'°® PIVOTAL ~ ~ ~ e~~~ o ~ ~ 32--0' ~ CONNECTION ~ ~ ~ ~s tP~Pr~j,OG ra ~ ~ ~n~ D \ / ~f ® 9"X12" HEADER ( I 1' \ ~j. ~`~f r N~~T D°I PI' ~ NG ~ Ive ~~n~ ~ lea ~ . . « ~ ~ c~ _ rvision from an actual ~ I Dennis A. Fornes certif that this lat was drawn under m su erv~s~on from a Y p Y P serve made under m su envision deed descri ition recorded in Book 3ook Y Y P ~ P s a e that the boundaries not serve ed are clean indicated as drawn gated as drawn from rro~, wAm>x ra;vEL wAm>;x LEVEZ - P~ Y y information found in Book a e....,.............,, that the ratio of reci ratio of precision o~ RzvEx of xzvEx Pg ~ P as calculated is 1 that this lat was re ared in accordance _ ~ P PP n accordance wil~UsaFFFOa//ie ~ ~ G.S. 47-30 as amended. Witness m on final si nature, re ~stration number ands Y g g ~ m number and~® ~ CARO,`si this .................da of............,......., A.D. 200 0`, 3 15 ® ` ~ a e o ® o L-3042 ° r r p Gra ale kale ~u eye ~--n, ry N 'A 'c 0.--54 °°®9°4 SURVvye° RIVER BOTTOM Registration no ®i V - . _ - - fit I I Land Dennis F orrtes & Associates, Professional P Surveying, P.O. Box 12947, New Bern, N.C. 28561 2<0 EXISTING 2 STORY a a HOMESITE c z (NOT. DRAWN TO SCALE) O W a c,~ FIRST FLOOR @ 3D.D0' a °a a 40.0' 25,0' 6' W[DE ELEVATED CARTWAY 4' HANDRAIL NOT DRAMN TO SCALE TOP OF POOL & SPA X25,0 MSI~ 111=1=I (=~=111 E)nS'f1NG GRADIE -11I-III III-I I I_ s a ~ LI I ILI I II II I I~IIIi 11 0 111=1 I l~ 1=1 I I-I I ~ ~ -I~=III J.II=III ~r ~z c~ ~~lll~ ~IIIIiI -III=III ~~5~ I I II I II I II I II P001, & SPA I I1=III=1 III-III III=III=1 I~-III I { I_I_i 1=1 IIIIIIIIIIIII ~ 6 I I II II I IJ~U ®~s.o~ Ilrly -IIh Ill' f~T ~ ~C Q ~ 9d~ ~L~ Qa1 G~' a ~G ~5~ a b 0 ~ Dt1CK FLOOR @ B.0' HSL a PRDPOSEI) BOAT STORAGE PLATFORH carve ~nmrac ro _ c~ z eoeT aaaa a z 2 J Cz] C ~ ~ ~ L7 2 2 DOTTO DF RAVINE @ 4.5' SL w a ~E~T~O i 40. i' y r~ ~s~ r~ F e ~ ~ ~ o ~~E~ ~N VIES 0101016fP o®' ~N ARO ~ ~~~QVE~ Y s ® dQ 9.'f o s ® s O 0 ~ I Py ~~~j 0 ® ® ~ • r~~~~ ~ll~~c~ ® L'WYZ a ® ~ C~~o~~~~ i~ Q® ® 9 ~'°o SUR~;~y'® G1 ea..m.aa 610100001 Gt~r~pS ~r ~v~ 11 C~~.~~~~~ 1~oC. ~(z~ ~'i ~e t 4~ VE~'~'~C~h 46 66 0 10 20 40 Dennis Forges & Associates, Professional Mandl Surveying, P.O. Box 12947, New Bern, N.C. 28561 Graphic ScaI Scab