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Home My WebLink About38418D - Masonboro -'CAMA/ DREDGE & FILL GENERAL PERMIT Previous permit# k.New —Modification ❑Complete Reissue ❑Partial Reissue Date previous permit issued . orized by the State of North Carolina, Department of Environment and Natural Resources Coastal Resources Commission in an area of environmental concern pursuant to I 5A NCAC 9 H , i1 e2 ❑Rules attached. nt Name /Z1dl nbz 6u cD i '6dur' J/t� Project Location: County /f/e Pp- /7A/ rV ' O , S2 D5 /Li 45o.,t Fro //(If-6#kr 4, r- • Street Address/State Road/Lot h#"#(s) / kV/" v n il State AI C ZIP 2pgq q 5'2 d'j /'k.05.Or? 67/, /�/�A�✓ , 4#( ) W&.02 au Fax#( ) Subdivision 4.S,G/7 4 ' ' /j./ s ,' zed Agent /7vi 44'00+9 (�q�,/S City `1//�i»ri,.7 f'i- ZIP 7 ,g` E CW C W PTA LS✓ ❑PTS Phone# ( ) .S 1st/ River Basin CF , ❑OEA ❑HHF ❑IH ❑UBA ❑N/A Adj.Wtr. Body 64,ir7`i / (nat ❑ PWS: ❑FC: /� yes / 1 PNA yes / Crit.Hab. yes / no Closest Maj.Wtr. Body 41.7e/4 v/'�vl If Project/Activity ,�Gfrns7/'!-/l�`/,lt Gti 4G• /4e- ir43GY/ l/jiG/f�'!-t.0� QX/S 6 ht /ii`i,A (Scale: ock)length i ' m(s) . . . �. ' — r — jj1- i pier(s) -I Y ,/��j + /�� —[�, l 1— l/��/• I i i en h !r l rTN/s�6�r //Al I ad/Riprap length eG 9umber � / Cy ItJ�Y+ +� y —i ig distance offshore 24 * - iax distance offshore fr /aej' :hannelc hd A / Zi/ ibis yards L. ' • I I ,use/Boatlift 1" i a Bulldozing I� .. _i j 1 .I i , ' : r T - ---------� ne Length 6 52i { : : , , F �} Lim'not sure yesco <, 1 i { ,f' I , ,, , , 1 gs: not3ure yes 1 — orium: n/a yes i -- -i — — yes i�. I _ , 1 — , T d _ , _ i Attached: e0 no I I iII f l ' i ling permit may be required by: ji , (.Q , . n See note on back regarding River Basin i ,.. . . _ `9.- /. . 1L1 /i.... � „ -_ . / A ._ /.- /// - - ,/ -- /_ GENERAL PERMIT COMPUTER FORM 3 E PPLICANT NAME: /41rMiii hr0 /�'r l��y- /(h/ DDITION AL N AMES SEC DESIG: DEVELOP AREA. o ; vile only take 6) I• 5 PROJ DESC: /�_ (Will only take 1) ORK: >� c ill only take 4) INT: only take 4) 59 y take 6) 146 to ACTION EXPIRATION GE&FILL REQUIRED: MAJOR DEVEL REQUIRED: DIVISION OF COASTAL MANAGEMENT ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM Name of Individual Applying For Permit: A N Ke uco-t„ Address of Property: /VI }'Se) r , (30-v 2 c C ort/tikAAnNi (Lot or Street#, Street or Road) (City and County) I hereby certify that I own property adjacent to the above-referenced property. The individual applying for this permit has described to me as shown on the attached drawing.the development they are proposing. A description or drawing, with dimensions, should be provided with this letter. I have no objections to this proposal. If you have objections to what is being proposed, please write the Division of Coastal Management, 127 Cardinal Drive Extension, Wilmington, NC 28405 or call 910-395-3900 within 10 days of receipt of this notice. No response is considered the same as no objection if you have been notified by Certified Mail. WAIVER SECTION I understand that a pier, dock, mooring pilings, breakwater, boat house or boat lift must be set bck a minimum distance of 15' from my area of riparian access-unless waived by me. (If you wish to waive the setback, you must initial the appropriate blank below.) I do wish to waive the 15' setback requirement. I do not wish to waive the 15' setback requirement. ,SL Sim Name Dat DIVISION OF COASTAL MANAGEMENT ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM Tame of Individual Applying For Permit: Zito API p\/ , -it vGIi-t c� k ddress of Property: I A -Sow eoe-o F ea-vitz- (jo M M6r1 i tYZ (Lot or Street r, Street or Road) LM ) rJc1-2-an) N (City and County) hereby certify that I own property adjacent to the above-referenced property. The individu2 .pplying for this permit has described to me as shown on the attached drawing.the development the re proposing. A description or drawing, with dimensions, should be provided with this letter. I have no objections to this proposal. :f you have objections to what is being proposed, please write the Division of Coast- Management, 127 Cardinal Drive Extension, Wilmington, NC 28405 or call 910-395-390 vithin 10 days of receipt of this notice. No response is considered the same as no objection ou have been notified by Certified Mail. WAIVER SECTION [ understand that a pier, dock, mooring pilings, breakwater, boat house or boat lift must b ;et bck a minimum distance of 15' from my area of riparian access - unless waived by me. (: ou wish to waive the setback, you must initial the appropriate blank below.) jy Jv'J I do wish to waive the 15' setback requirement. I do not wish to waive the 15' setback requirement. 4DREW CONSULTING ENGINEERS, P ICTURAL ENGINEERING • MARINE ENGINEERING • FORENSIC ENGINEERING • PROJECT MANAGE )ptember 7, 2004 Maurice Emmart ,0 Aqua Vista Drive ilmington, NC 28409 Masonboro Harbour Bulkhead Repairs ACE Project No. 03085 ;ar Mr. Emmart: requested by our client, Masonboro Harbour Homeowners Association, we are contacting y ask for your permission for several new bulkhead tieback anchors to permanently extend p ur property line. Jr client is building a new bulkhead wall immediately outboard of their existing timber wall. 1 w wall will be utilizing galvanized steel soil anchors to provide horizontal stability to the new w ie to the exposed height of the new wall, the soil conditions, and the anticipated amount of lc plied to the soil anchors, these anchors will be approximately 24 feet long (22'-2" +/- horizor )jection). They will be inserted at a downward angle of roughly 10 degrees from horizontal. 1 w wall will be installed with approximate 1'-3" to 1'-9" gap between it and the existing wall (wh I be left in place). Due to the proximity of the new and existing bulkheads walls at th rthwest end to your property line, several of the new soil anchors will have a portion of th igth on your property. All of the anchors will be below the existing top of grade in a range of to 8'-3" when they cross the property line. We estimate a total of approximately 10 to 12 chors will cross the property line. have enclosed two sketches (one plan view and one section) of this new bulkhead work to g u a better idea of what is proposed. Please contact us if you have any questions or comma ncerning this new bulkhead and the soil anchors that will cross your property line. Plea licate your acceptance of these soil anchors being permanently located below grade on y( )perty by signing below and returning one copy to our office. Thanks for your cooperation. cepted by: &�Y'ytAyn k )_ Printed Name: /1 t1 A I G j. S Frn 4 .te: j 3. 1 d y Icerely, IfRFW ( flNCI II TINT FNrINFFPC P C �' `• STA 15+45 \ STA 15+50 i i /(-L 0) \ 5ci` -___ f. + 466dalk\ ref" C 13 Ut./..i-ieApORZ. PROJECTION OF F � ,` . i oft it DES /1 /4� Q •I� EXISTING CONDITIONS VA! S -D C ti � f DRAWINGS IN THIS LOCAL �gS2 ikes .0 \ \ � FROM EL. +3.0 TO EL. • (ELEVATIONS BASED ON ``, FROM ORIGINAL DRAWINi STA 5+55 04' - �'\ \ SA K sFxc14y i% 5'CY a Mow b\ ` / �EECSTA T 1�4T Sa-S a i► 44') Tp 14+1 L.ety t xUr RiKUOL Mai!".. r 1 . 1✓fm cool t lb &ITT FILE, w \ VQ . 1--- ., rfl;QPtCY Lf0.4e i T>r LA oUr # fl P 4. - 1 I ?Ws, Co►4TotiLa '.tit 1 i \ 1 \ i 1 I 1 ,"� _ _ —AL �---2xtDCAP • Tom•••� ---. ui---- w 58'e0O-CT u�� - HA 1I'JbOfE_iEUC.A. "'`'% ANCHORS • 5'-0' MAX.-X-Y4'- CTH. n:`\,` ALL BOLTS WER ? n� ? APPARENTLY COUNTERSUNWORKING/DESIGNLOAD CAPACITY IS 2"KIPS-- • %iiN`� DURING CONSTRUCTION H PL 3 1/4x3 1/4x1/2 WASHERS --II 7/6"0 H.D.GALV.—f �'^ `, '--`_L ROD (ROOS APPROX. EW H.D.GALV. "DOGE" HELICAL 1r HELIX ' III • 4 CORROSION) ANCHORS • 5'-0' MAX. x 24' LENGTH. 12' HELIX iii WORKING/DESIGN LOAD CAPACfTY IS 7 KIPS. 6x6 ROUGH DIM'N WAL -. USE H.O.GALV. PL 3 1/4x6x3/4 WASHERS w/ 5/8"0 BOL" & WAsHER • SUPERWW.E. AS Devemmico -uI NEW SUPERIOC SUPQt1NALE CONTINUOUS. it BY Wok III SUPERLOC SUPERWAIE W-SPLICES AHD W-CORNER0 7E�T w CONNECTORS PER "FORS RECOMMENDATIONS 12' HELX iii NEW MIRAFT FUUTERWEAVE 700 WOVEN GEOTDCTILE FABRIC II 12' HELIX tiry tit • TO ELEV. -6 0 MSL �� cr III mama. WITH CLEAN. FINE. WELL DRAINING SAND. AS Drrritieivez III •• •ACT FLL TO AT LEAST 95% COMPACTION IN LW S OF 12' MAXIMUM. • • LQID itr WOW. iii NEW SUPERLAC SERIES 1560 6' SHEFTPLING x 22' • III 4 TE WEEPHOLES AT 4'-E' O.C. AT EL -OS' MSL THRU WEBS, TIrP- z iii DRILL RISTALLAT1ON SEE *WHOLE DETAL e. • „ 4 1II II' . iii \ CONTRA. LAYER OF FILTER " NITRIC FROM TOP TO BOTTOM ix ii OF SHEET PILING, OR 3'-0. nwY III MINIMUM BELOW FIN. GRADE. �BOT. WALER 0 -1.5' �W 2x8 x 14' SHEETING V-JOINT OR T8CC INSTALLED TIGHTLY ---.-6x6 SO. ROUGH DIMEN. L--+ CLASS B SYPINE 5'-0" O.C. x16'-0" :CTION iink N L S2 APPROX M D DIIST FROM • • • • '1fOt sii9 Zt9202t9802 :1E/ 2000E50:1 JAI z viA04�, d—e/h8LI d�� •tl•N +lung eino eM VInoHOV o I I stIv noa /- - 'CL5✓� �� Q doasaao ly 3HLOlAVd a►ma