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HomeMy WebLinkAbout43981D - Carolina i'D- , "CAIVIA/ DREDGE & FILL V 3EN E RAL PERMIT Previous permit# 1slew Modification Complete Reissue -Partial Reissue Date previous permit issued -ized by the State of North Carolina, Department of Environment and Natural Resources :oastal Resources Commission in an area of environmental concern pursuant to 15A NCAC N . I // [Rules attached. (/ t Name (acar o 1Q4 (64 . / Project Location: County VG1-se* /1 a-•-., Ye/ S: ssj; / /!. N41O`e Street Address/State Road/Lot#(s) r�/' d%4 &4/' State 4e ZIP 2%.040? CLLvrr 9/P) .Ado d o� Fax �#( ) Subdivision -.. ` �w—l/ :ed Agent , iidNeax (c 1A,' City I inykt#'///! l'h ZIP 7b V. ❑Cw 4,EW I.PrA L..fS n PTS Phone# ( ) �.4.14.' River Basin Cap ❑OEA ❑HHF ❑IH =UBA N/A � ❑PWS: ❑FC. Adj.Wtr. Body nn_ [��j f ( QivAr (nat e yes /� PNA yes / ) Crit. Hab. yes / no Closest Maj.Wtr. Body €''E e "?I4 4' Project/Activity 6,,trIt/'wtf41r-r g Gj i 'mmo4ii ,J , 10,44 y,/ ., //' t #liG/n/d s,,o,,ei Q� e,e7S//7 74,gt�t�Q. (Scale: se :k)length �/ GeV / `r eN- BAP/45 % s ?A e (s) igth 67 / nber i/Riprap length distance offshore _ x distance offshore annel sic yards ` / /'f dpoise/j re,i-► se/Boatlift v., ?' illdozing ✓ �� Nw i 4 1 Length /O'/ ,.. / ...1----*---,----4 — t., 1.- I. • not sure yes er F not sure yes urn: n/a yes 69 Ii oi,/IC�,„ / ` //C`j lCri� 8 no J ttached: yes leaig permit may be required by: GUr����fr See npte on back regarding River Basin ri • • CAROLINA MARINE CONSTRUCTION INC. 1179 I. PH.910-793-4143 66-7172/2531 14. 3600 E SOUTH COLLEGE RD PMB 326 �I WILMINGTON,NC 28412 A it DATE 2 - 2 0-0 PAY `i '�"I TO THE % I Qy ,, xl ,.. i ORDER OF F. �'` q 2 $ 2 OD s- i ei // ...„---___ DOLLARS 8 F:.�• __, �1.e� yes t :..,,... COOPERATIVE BANK 4t WILMINGTON,NC � + FOR GYC .,off^^Sort 1b Lr� �/3Qfr')- - - - "� Poo u: 253L7L7281: 1990002L L70 t_ ..... `/ / — cL-el-C Y111,?kU( Ut t-WWLAL 1...u...vw.r..- tt'ry�tzx PROPERTYO TITrICATION/WAIVjP. ) $2S • � �` ne Of Individual Applying For Permit: Z ` ea,yetc (.f^7Tress of Property: 46 � S a. 1_CA w �'1i ; e� A I/ vz. /()J+- , I1-1 v k N&(4 4, v-et- (Lot or Street 0, Street or Road City & County hereby certify •that I own property adjacent to the above- rerenced property. The individual applying for this permit has scribed to me as shown on the attached drawing the development Ry ars proposing. A description or drawing, with dimensions, )uld be provided with this letter. - I have no objections to this proposal you have objections to what _is being Proposed, please write_the tision of coastal Management, 127 Cardinal Drive Extension. ►a �f scc of of this notice No r_esoQnsc is comidemed the same no obiectiop if You have been notified by certifiedeMaii WAIVER _sscrIoN understand that a pier, dock, mooring pilings, breakwater, boat Ise, lift or sandbags must be set back a minimum distance of 15' )m my area of riparian access unless waived by me. (If you wish waive the setback, you must initial the appropriate blank Low. ) I do wish to waive the 15'setback requirement. I do not wish to waive the 15'setback requirement. � � ��� z - -, ere Date .A171. .11 Int Name 7 _ +� +� lephone Number With Area Code 1/03/06 TUE 11:54 FAX 9107949403 Paul Rhinehart December 19,2005 Carolina Yacht Club Please refer to the accompanying drawing.. Location A is a 13' X 60' concrete boat ramp. On both sides of this ramp are concrete filled fiber form revetments B and C. The visible portion of the revetment B on the south side of the ramp extends out on a gentLe'slope to a width of 10 feet. The visible portion of the under mined and deteriorated revetment C on the north side -tends out and down on a steep slope to a point in the sand 6 feet from the ramp. The deteriorated condition of revetment C is allowing the concrete boat ramp to be undermined. Probing in the sand to locate the buried toe of this revetment reveals that it also probably extends out an additional 4 feet,location D,under the sand from the north side of the ramp. Location E is an area of concrete,asphalt,sand and rip rap that ha;eroded during recent storms due to a 9 foot gap between the concrete ramp and the existing bulkhead which is at location F. The proposed remedy is to remove the deteriorated revetment C,constrict a 60' long bulkhead G immediately adjacent to the north side of the concrete ramp and a 9' long bulkhead H to tie the new 60' bulkhead in to the corner of existing bulkhead F. The 60' bulkhead is to slope on the same incline as,but one foot higher than,the concrete ramp. Two pilings near the water end of the bulkhead are to be left at the same height as the land end of the bulkhead to mark the location of portions of the bulkhead that will be submerged at times. One of these piling is to be located at the extreme low end of the bulkhead. The other is to be located approximately 20 feet from the low end. Fill in eroded area E. 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