Loading...
HomeMy WebLinkAbout20091239 Ver 1_More Info Received_20091228Judson T. Whitehurst 802 Recycling Lane Greenville, NC 27834 December 23, 2009 Cyndi Karoly, Supervisor Express Review Permitting Unit NCDENR - Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 Dear Ms. Karoly: Enclosed is information requested for Canady Landing Lot #3, Aurora, NC. -'Dq-Ia3q 11R@Rfl%A§ DEC 2 8 2009 ?? ? WCN If you need anything further, please contact me at the above address or by phone, (Office 252-752-8274, Cell 252-916-4770). erely, Judson Whitehurst cc: Anthony Scarborough, DWQ Washington Regioal Office CERTIFICATE OF PURPOSE PURPOSE OF PLAT THE FINAL PLAT SHALL CONTAIN OP LL CONTAIN ONE OF THE FOLLOWING STATEMENTS, SIGNED AP BY THE PLAT PREPARER: TS, SIGNED AND SEALED ER: _,_,_A. THIS SURVEY CREATES A SUBDi FATES A SUBDIVISION OF LAND WITHIN THE AREA OF A C F AREA OF A COUNTY OR MUNICIPALITY THAT HA5 AN OF THAT REGULATES PARCELS OF t HAT HAS AN ORDINANCE PARCELS OF LAND; D B. THIS SURVEY IS LOCATED IN ~ A COUNTY OR MUNICIPALITY Tf LOCATED IN A PORTION OF !NICIPALITY THAT IS 2 SITE UNREGULATED AS TO AN ORDINA TO AN ORDINANCE THAT REGULATES PARCELS OF LAND; ~ CANADY LANDING RD ~ ~C. ANY ONE OF THE FOLLOWING: ELS OF LAND; FOLLOWING: r ' ~ 1. THIS SURVEY IS OF AN EX IS OF AN EXISTING PARCEL OR PARCELS OF LA a AREA DOES NOT CREATE A NEW R 'ARCELS OF LAND AND lEATE A NEW ROAD OR 2.39 ACRES ~ CHANGE AN EXISTING ROAD (104,292.69 SOFTJ ~ X 2. THIS SURVEY IS OF AN E~ XISTING ROAD: Y IS OF AN EXISTING A - JUD50N WHITEHURST ~ BUILDING OR OTHER STRUC ~ ~ N H OTHER STRUCTURE, OR SPRING CR K RD ~ / BRA ~ ~ ATURAL FEATURE, SUCH A ATURE, SUCH AS A WATER y Sy ~ n COURSE; ° ,...,_,3, THIS SURVEY IS A CONTRO ~ - lye, 1 n IS A CONTROL SURVEY; C( Na >'i ~ D. THIS SURVEY TS OF ANOTHER [ Sp ly SUCH AS THE RECOMBINATION [ OF ANOTHER CATEGORY, COMBINATION OF EXISTING ~ 9FFT( PARCELS, ACOURT-ORDERED SL RT-ORDEREO SURVEY, OR ~ ~"aq'~0 qN ~ ~ m OTHER EXCEPTION TO THE DEFI NPS 0~. • , F g0 ~ n SUBDIVTSTON' OR T~ ~F a~ lM~ 2 STORY Fq N TO THE DEFINITION OF R Q y T(( p 9p RESIDENCE I a srq"~F ~ E. THE INFORMATION AVAILABLE 1 N AVAILABLE 'TO THE 0 'ENO a P m ~ Qo rrAr~gsF SURVEYOR IS SUCH THAT THE ; 9~ s ~~C FRAME -~qC° IS UNABLE 10 MAKE A DETERM] CH THAT THE SURVEYOR AKE A DETERMINATION TO 2 0,~ , 09 GARAGE ~ a THE BEST OF THE SURVEYOR' S E SURVEYOR'S PROFESSIONAL PROVISIONS CONTAINED IN 0 4N Tp ~ii~, Q ~ ~ ~ ABILITY AS TO PROVISIONS C( LOCATION MAP 0 ny9AI . ~ FL - Q ~ 4 a a (Al T OUCH (D) ABOVE. ABOVE. NOT TO SCALE 1° ~r <q ks p~T ° < N i ~ 9 T P C a 6' SIGNED: ~ y0 FO 0 h' ~ ~ .576 °38 X00"E RAMP SEAL b 6 a S R 30. 0'4 AREA RVEYOR ~ ~aw,~ F ~,~i a . p FpTy ~~i I aX a 1.05 ACRES DAT • /~~Z~~o 9T ygaaT ~ I (45, 828.75 SQFT} E. , W ~a~T~ y~o n a n a Q MARSH/ ~ 99 ~ ~ ° a PROPOSED Q WATER ( EXCAVATION a = o I g ~ S 6~ 0.08 CRE 9 ~ EIP EXISTING IRON PIPE COASTAL 9 a 5IP=SET IRON PIPE ETLA D5 365.E I o SPKN=5ET PARKER KALON NAIL ~ N 2'Z~ ~ ~ p• ° 4 NPS SPKN=EXISTING PARKER KALON NAIL 57 5 ~ ~ m o ~G NPF/5=NO PRINT FOUND OR SET ~ • 03 AC , • ' ~ ~ ~ ' B,' HNO<ktiF e~ky EIS=EXISTING IRON STAKE ' ~ a fi Fh~WFpQD~l ~q0 R/W=RIGHT DF WAY EXISTING f ~m a ° ~pQFCF4eF a° ' ERRSeEXISTING RAIL ROAD SPIKE CREOSOTE POST . f m ~ a a "a°,grRF~ SRRS=SET RAILROAD SPIKE I 'SS, pFR F~rC~FO IBM= TEMPORARY BENCHMARK ~ ' p • ApA F ~F a RCP= REINFORCED CONCRETE PIPE MARSH ~ I ~ Q t1 N S . X ° S~ 59 a ~'o CMP= CORRDGATED METAL PIPE 47 4t n SCS-SET COTTON SPINDLE o e 4 0 0 ~,p ETA=EXISTING IRON AXLE ~ A~© aa,, '~s~ ~ SIR=SET IRON STAKE I ti a p~ h' ti PP=POWER POLE ~ JUDSON WHITEHURST G~ ~ 4 ~6 d~ s~,~a p MH=MANHOLE d , 9 Q FH=FIRE HYDRANT ~ ~ i msg. a ~ ECS=EXISTING COTTON SPINDLE ~ LOTS ~1111G, q) BC=BACK DF CURB DB 1466 PG 796 G~' I „ FRAME 2 STORY s59 0 p CONC=CONCRETE ~ G4~ 2547.065t~FT OF I ~ cARACE RESIDENCE gq, -•f--= OVERHEAD POWER IMPACT IN ZONES 1 I ~J~~ U) ECM=EXISTING CONCRETE MONUMENT p AREA CO CRETE TRACK ~ i = PATIO Oa" 6 ECR/WM=EXISTING CONCRETE p - _ , ® N ~ F a"'i RIGHT OF WAY MONUMENT WATER ~ 2.04 ACRES ~ ® G ~ _ ~ ~`~I NP5 NPS ~ =WATER NE a (BB, 720.48 SOFT) ~ ® / ~ ~ I ti POOL , da , sp F- -~j-- LI ~ ® p ~ ,iill/i ~k~Q v m p ~ 5N=SET 60d NAIL F, N10°44`c N10 °44' 26"E FLAG L ~ ZONE 2 Iu ti 46.55 46.55' 6' a ~ ' , '0Ao ~ ~ ~ . z ~ Ras u~i,, d q ( 1p ~ n ~ Fa SIR NPs ~y ~ I ~ A~~ H F,~9 ZONE ~ I °i F A4 ,~Ul/ ° ~ 4 SIR WATER W COASTAL S 1,g ~ ~ m 4 A ~ S10 27 00"W p~,VA1Gf 7 Pr4V AGES 6' DEPTH ~ WETLANDS ~<q ~ ( H.~p AFI 27.00 O8 ~GF , ~I ~Ap ~Fa cu .oSAC 0 < LOT 2 AS Aa sIR rx ~ T s v T J ~'~F ~p ~,c 1.,~ i DB 9129 PG 117 A ~T 1 6' p GENERAL NOTES T~ f~Q ~ ~~IUr, I 1-ALL lOT AREAS CALCULATED BY THE COORDINATE METHOD I ~ ~ I ~ ; ~ ~ AREA • • \ ~ 1.58 ACRES ~ ~ 68 975.37 SQFT m .39~ I ( ) > ~ T.Zg ~ WATER a~ ! i A"~ A~ GOOSE CREEK H ~ yr, ~ I 2 o ~ S 6~2 - WATER E MAR H ~ FLAG A TO FLAG L o ~ P ~ LIME BEARING pISiANCE ~ i V1A~~ W ~18~15 00 W 19.2 I 6" 6 -0 L2 S2E 07'55"~1 27.67' ~ 5~0 O L3 S46°17'23"bV 18.58' POPO ~ ~ CL L4 S80 °06' 29"~1 13.34' ~ L5 N70 °59' 27"W 99.15' ~ ®®®q@840998@®~@® L6 N52 °20' 22"U1 12.70' 2 SET ' i '(H Cq „ , ~ '`°`o, , , WATER ,*0 p~' °°,9® ® L7 N60 °5:3':91 N~ . ~2' 1 13" C EOS TE ~ e °'~Etis~ L8 N76'18'S7"N! 21.28' IPOS AT OP OF BAF1K ~ m^Q,0 /2 REMISED 12 0 09 ~s N6o °07 ~~o°w 9a.66~ ~ m = rQ ~ w s L1C N59°56'15"W 17.83' r L11 N58°2A'01"W 99.99' aU ~ Q~° WETLAND DETAILS ~ ®®s o a s1 ao m 60 ®p®d9 U LOTS 2 AND ~ ALL OF DEED BO E 5 OW BEING OKS AND PAG S AS H N ®o 115 a AND BOAT SLIPS AS OE5IGNATED. RICHLAND TOWNSHIP, BEAUFORT COUNTY, NORTH CAROLINA @got OWNER; JUDSON WHITEHURST AND ED WHITEHURST JR. REVISIONS REVISION DF MAP DATED 02/08/08 ~E ENTITLED "BOUNDARY SURVEY- DEC 2 0 2009 AOORE55 CANADY LANDING-LOTS 1, 2, 3, AND 4" to e R - WP.TFR,C9JAUTy N 02 18 08- BEARINGS LOT 6 LOT 6A TITLE Of~R .TF~U PHO E / / ~ETCA~DSANDS7 iETL4WS AND STOR ATER BRANCH 06/15/09- WETLAND DETAILS 12120/09- WETLAND DETAILS PRDEESSIDNAL LA~1D SURMEYORS 593 NC HWY 3O, P.O. BOX 172 STOKES N.C, 27884 SCALE ~"=5O' SHEET 252-758-490Q - _ ~ '~I SURVEYED T® APPROVED JAB TI 0 5o soo WETLAND DETAILS DRAWN JABII DATE: 12/20/09 ZL CHECKED JAB II SCALE: 1"=50'