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HomeMy WebLinkAboutOak (21) CERTIFICATION OF EXEMPTION FROM REQUIRING A CAMA PERMIT as authorized by the State of North Carolina, 0 Department of Environment, Health, and Natural Resources and the Coastal Resources Commission in an area of environmental concern pursuant to 15 NCAC Subchapter 7K .0203. �licant Name OAJC 1XL A')ri PAcA Ui//cps C/D �� e Phone Number 2 ?1 - 5-6/ press /On Crzyw,LC ,09,9/Z QA 1 c L,'- State c c Zip 2 eject Location(County, State Road, Water Body, etc.) /DOD Ceire e L( diOAGA / of Bcr7Ni,r S )e and Dimensions of Project U-e, €247 L /9I e ,P(9,A, 4.1 7 o C)( , s proposed project to be located and constructed as described This certification of exemption from requiring a CAMA pf ve is hereby certified as exempt from the CAMA permit re- valid for 90 days from the date of issuance. Following exp ement pursuant to 15 NCAC 7K .0203. This exemption to a re-examination of the project and project site may be nec AA permit requirements does not alleviate the necessity of to continue this certification. r obtaining any other State, Federal,or Local authorization. :ETCH (SCALE: /✓7S A77- ei7 - O u G 42,7o <r6'2) L,✓0 e ¢ /7/0, (-/9 e d ' '' Cp/ .2 G . 5 OAK ISLAND? ACI---VILLAS shave R. Marlow,site ma wager 1000 Caswell,geacli Road - vI.LLA 601 OMR, isL & , North CaroUi Azi 22465 TemporCiT Gel 910.616.01_93 o ffoce 910.278.5616 Debbie Wilson, Division of Coastal Management 08 June 2006 Storm Water Work Outline Work to perform as recommended by the Division of Water Quality, to examine the existing and assess the need for larger diameter discharge lines and a maintenance operation for the infiltration areas. There is one infiltration area that is visible within the vegetation as indicated on the attached map. This infiltration area handles well all the water that has been pumped to it and surface water that has arrived there as well. Our hope is to locate the other infiltration areas and take maintenance action to restore the ability to move water from our parking area and buildings to the infiltration areas already in existence far landward of the frontal dune. • Almost all of the current planned work is to the discharge side of the pump, indicating a far less than 50% of value repair and maintenance • Mow general area where existing conduits are, in an effort to locate the exit point • Examine condition of exit point location and make repairs as necessary to facilitate flow and infiltration • Some of the conduits are known to have several elbows and direction changes, our hope is to straighten these lines and enlarge the conduits to reduce head pressure at the pump and facilitate volume delivery to the infiltration point and to facilitate infiltration to accommodate the necessary volume while preventing any run-off that may cause erosion. • We intend to probe the area where we know the conduits go below the surface and will make a great effort to define the path prior to any soil disturbance as possible. • Any soil disturbance necessary should be on mostly level ground and soil stabilization practices will be put in place very quickly. • The only need we see at this time for soil disturbance is for the installation of the larger diameter conduits and straightening of the path. • We intend to be in touch with Debbie Wilson via e-mail and phone as the work progresses to facilitate compliance with rules and regs. Rope Fence Work Outline In the past there was sand fence in place that may have helped direct traffic. That fence was installed improperly and was removed some time ago. We have six beach accesses. None have any traffic direction devices. We would like to install rope fencing from each set of stairs directing traffic to the beach and funneling traffic from the beach to the stairs. We would also like to install rope fence along the frontal dune to prevent traffic from continuing to damage this important feature on our beach. Please see attached map. Very Respectfully. Ex-?/;,,, VT5';bk. btscl.ale, De_ffessio AA • Tocurlo.. N 4� Yw ma's d 1a0trieCS sEX�-s4r,., Pam"`, Qrzd,,es . S____3 -,, : pool ,.0, al Citquel54_ P Yid°// cr.'e swt , ui 4o vejak 6n. r— flit[#. liI-iyDRANTS ..Ol_ ',... `, ENO AP ^ ?� N tfl :el lee 4 60, • n Tkp �' Conned- 4kese s �- i 50 0 50 100 150 2 300 350 400 450 500 550 600 650 700 750 800 Feetisifiti ,; U i n .o. Aft* 40 Scale -,: 0 4k 22.5(aa 'Read V i'(/GS 54....e i? ki4a,10 .S)4e MIm4)er Excs-fj„i Ee.. • A-ccefs --• • l l o po Sea Wo pe F ce am ' creu�il' . 1 N p.4. \grOgiNge"" Scar Q �, E M` ,,,„ ''• // / V e G A-f.a l a., (Sea 0 e. 1-5 S\ 3Jeac4 r(dec i 1144- b,,s 4-a- 9 • •e. ao r— Pp ric Fly MANTA. S to 4 440 ,... � ' � _-_ Mil* .., N411144 FiIC ""''''.."411%,..._.................:„.....7.N.s.................____=_._ _ - iIyDRANTS -.............. , ., -' ---,----- ,,, 1.-- 14/111.411144 `N,111 4111.11,114111.... , 50 0 50 100 150 200-F5QX0 350 400 450 999-950-98 ,i0 7904300,Feet II* • r 1 r