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HomeMy WebLinkAbout55830_PINE KNOLL ASSOC_20100614:1 CAMA 11 DREDGE & FILL I GIEKERAL PERMIT Previous permit # gi❑New ElModification E Complete Reissue El Partial Reissue .,bate previous permit issued As authorized by the State of North Carolina, Department of Environment and Natural Resources and the Coastal Resources Commission in an area of environmental concern pursuant to I SA NCAC El Rules attached. Applicant Name --.,,I Project Location: County Address— VStreet Address/ State Road/ Lot #(s) i1s. - A City State l ZIP Phone # Fax # Subdivision Authorized Agent City ZIP 0 Cw El EW D PTA ats El PTS Phone # River Basin Affected [I OEA El HHF El 1H [_1 UBA 0 N/A (nat Im - an - Junkn AEC(s): El PWS: El FC: Adj. Wtr. Body OIRW: yes / no PNA yes no Crit.Hab. yes /.-no.' Closest Maj. Wtr. Body Type of Project/ Activity Pier (dock) length Platform(s) Finger pier(s) kLJ-L Groin length number Bulkhead/ Riprap length t avg distance offshore max distance offshore Basin, channel cubic yards_ Boat ramp Boathouse/ Boatlift Beach Bulldozing Other Shoreline Length 7— (see r i-11 A 4 ___t.J'Vey -i SAV: not sure yes /no{ Sandbags: not sure yes no, Moratorium: n/a yes no Photos: _Yes i no. - Waiver Attached: A building permit may be required by: E]See note on back regarding River Basin rules. Notes/ Special Conditions 7 A Agent or ­A��,ca�i Printed Name Signature Please read compliance statement on back of permit r Application Fee(s) Check# Permit Officeir's, Sig t r Ic C, Issuing Date F e , Expiraiion Date Local Planning Jurisdiction Rover File Name LEGEND NHW NORMAL HIGH WATER 11 O IRON ROD FOUND DECEIVED LOBLOLLY DR o IPF IRON PIPE FOUND 4v SITE m N/F NOW OR FORMERLY JUN 04 2010 cb N DB DEED BOOK o Y MB MAP BOOK SALTER PATH RD o PG PAGE MOrehead City DCA(, R/W RIGHT OF WAY VICINITY MAP NOT TO SCALE MBL MINIMUM BUILDING LINE �v � �QZ Z (11 �o �4ibF Oa„� :> (21 \ � AgOp Cb . \Fgry � \� Vh'F (2P LOBLOLLY DRIVEIV1.JJ 60 GRAPHIC `\gO't'FR ry (21� �F aq Fq� V�'F� N84t2'34"E 212.73' I x REVISIONSI5/3/10 ( IN FEET )CHANGE SETBACKS & RIPARIAN LINES PER RIPARIAN SURVEY ONLY 1 inch = 40 ft. OWNER: I,THUMjS >: WAtD s-+n(t%4AV0 N1. PALS. L- sTTG Ciat',IFY TnAi -1h.5 b4mvET iS PINE KNOLL ASSOCIATION, INC. OF AN EwSMNG PARCEL OF LAND. REFERENCE: /�z tl S)o DB 396 PG 43 THOMAS EDWARD STRICKLAND,111 L-3776 _ MB 8 PG 48 L- 3776 `,�T Ill l I I l �� REasrRAnaN NUMBER `��N CAIJO CERTIFICATE OF SURVEY & ACCURACY: ��� pe. ....... 1 �Qp ESS/ 29r•• I THQM►5 Etri[ARn eTar n ..r, R CERTIFY THAT THIS A W MAS ��\ �.' ` O• •''9 �' DRAMN UNDER MY SUPfRVT5101t FROM AN ACRIAL SURVEY MADE VNOF72rr� SUPER-M (DEED DESCWT10N REC=XD IN 9OOK 2i b ._ PAr _aR oT1+ER REFEROdCE souRCE� — SEAL = THAT TW BOUNDARIES NOT SURVEYED ARE 9 DICAIED Ae DRAW = —� • FROM WORMATION IN BOOK PAGE — L-3776 OR OTHER REFERENCE SOURCE.THAT THE RATIO OF PREo" O - ` Qom. O Zz OR POSITIONAL ACCURACY IS 1:10.00Dr AND THAT THIS MAP MEETS '� �r •."Q C,' THE REYMGW�/EMTSTM THE STANDARDS OF PRACTICE FOR LANDSUR 0�� THIS 3raDAY of a�rnn 5�� o �cOlyA'0• -(fZ> of 111 ,L-3776 PROFE59diAL LAND SURVEYOR RmSmwTd+ NUMBER LEGEND NHW NORMAL HIGH WATER o, IRF IRON ROD FOUND v IPF IRON PIPE FOUND a� N/F NOW OR FORMERLY OB DEED BOOK CO MB MAP BOOK PG PAGE R/W RIGHT OF WAY �J C� MCINITY MAP NOT TO SCALE MBL MINIMUM BUILDING \ LINE \ \ (1 n,5 oa"� \ (11 2s, °Rpp \ \ p ti cv gy vti . \FR 9 j •v \- oV N UNE \ NI�1N (21 F v moo. O nLk Co ��L Z O x� � � ► X O /� 4NF GIN ROp ti, \ (3 1 NF 20 \pRope \ \ PRQp "A�O o�� eU�kNFgp ZD aRopfR ����5 NF\ CIF °�`/ �av I s (2-2) PARK Z ^� -. N n N C N w.� OD PT Of � V! (!) N / m7` g 61 10 � N68-EB 25-E S 6'45'11'E LOBLOLLY DRIVE 111.53 60' R/W 25.33' N84'0234"E GRAPHIC SCALE 212.73' 40 0 20 +o eo T80 PASH IIVX PRELIMRIARY PLAT.NOT FOR RECORDATION CONVEYANCES OR SALES IN FEET RIPARIAN SURVEY ONLY 1 inch = 40 ft OWNER: TISOYAs EDWAnO STR192411) M P.L.S. L- 3776 CERTIFY THAT THIS SURVEY IS PINE KNOLL ASSOCIATION, INC. OF AN EXISTING PARCEL OF LAND. REFERENCE: THOMAS EDWARD STRICKLAND,III L-3776 DB 396 PG 43 L-3776 MB 8 PG 48 REGISTRATION NDWBER RIPARIAN SURVEY FOR CERTIFICATE OF SURVEY & ACCURACY: PINE KNOLL ASSOCIATION, INC, L, As MWAM Mom., ` ,NAT 'YAP rus PINE KNOLL SHORES CRARN U M MY >RiFANlpI FWW AN AMAL SUR%CY MADE r AR oTNu w�pwa su R� = iN S M - EXTENSION, SECTIONS 40, PARK THAT 111E EOIROMOY NDT 91/11EYLD ARE MMd1ED AS DIUYIN TROM M�TON N Boat PAO' MOREHEAD TWSP„ CARTERET COUNTY, N.C. OR OMM ROWUNIZ 90UlM INAT TIE Z Of A9k_.& V ►� AoawACY a �:T0%% AND TNAT THS MAP TsiTS STRICKLAND SURVEYING, P.A. iNE R[OJNI�ITS a INE STANDAIOS GIP PRACTICE PoI1 LAND 3/30110 " MG IN NOCAR02W21 3&16 0) P.O. BOX 331 MOREHEAD CITY, N.C. 28557 4131 L-3778 (252) 727-1970 D;T'/10 PROlES9pNAL LAND 9UR�t19R ALE, RTbSTRATIDN MW�OI THOMAS EDWARD STRICKL AND III P.L.S. I' ' 4v LEGEND NHW NORMAL HIGH WATER LOBLOLLY DR g IRF IRON ROD FOUND IPF IRON PIPE FOUND N/F NOW OR FORMERLY y W DB DEED BOOK O x MB MAP BOOK SALTER PATH RD 3 PG PAGE R/W RIGHT OF WAY VICINITY MAP NOT TO SCALE MBL MIIN1IMUM BUILDING \ (11 \�\ oan?�o0 \ i11 \ PRO Q� yew 4 F av k fAN LINE nc' S/pHi (20 CKO f\R VN \ \opn? i21 �C Ev�kN X - i11 m P � PARK (2 z N `J O I N DO N O f* vLn m m N68'S6725"E S 6'45'11"E LOBLOLLY DRIVE 161.53' 60' R/W 25.33' N84'02'34"E GRAPHIC SCALE 212.73 40 0 20 4O so 1so P Iy� X PRELIMINARY PLAMNOT FOR RECORDATION CONVEYANCES OR SALES. ( IN FEET RIPARIAN SURVEY ONLY I inch = 40 ft. OWNER: I,THOMAs mwARo sTRIOLAND III P.L.S. L- 3776 CERTIFY THAT THIS SURVEY IS PINE KNOLL ASSOCIATION, INC. OF AN EKIsnNc PARCEL OF LAND. REFERENCE: TROMPS EDWARD STRICKLAND,III L-3776 DB 396 PG 43 MB 8 PG 48 L-3776 REGISTRATION NUMBER RIPARIAN SURVEY FOR CERTIFICATE OF SURVEY & ACCURACY: PINE KNOLL ASSOCIATION, INC, COMFY o UNHDERAMY aiP¢R�u AN ACTUALSURVEY� � PINE KNOLL SHORES UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK PAGEoR OTHER AuutemCE swRcE EXTENSION, SECTIONS 4&5, PARK THAT THE BOUNDARIES IN NOT SURVEYED ARE INDICATED AS ORA1w FROM THE BOUNDA EH BOON PROF OR OTHER REFERENCE SOURCE;7HAT THE RATIO OF PRECISION MOREHEAD TWSP., CARTERET COUNTY, N.C, OR POSITIONAL ACCURACY IS 1;10,000. AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE STANOAPDS OF PRACTICE FOR LAND STRICKLAND SURVEYING, P.A.URVI 3/3i SURVEYING IN NORTH CAROLNU(21 NCAC 5a1500). P.O. BOX 331 INVRi TNs _ DAY aF 2ma MOREHEAD CITY, N.C. 28557 4131 (252) 727-1970 D 4A6 L-3776 SCALE PROFESSIONAL LAND SURVEYOR REGISTRATION NUMBER THOMAS EDWARD STRICKLAND III P.L.S. I' LEGEND NHW NORMAL HIGH WATER O IRON ROD FOUND VICINITY (22 qI ( IN FEET )CHANGE SETBACKS & RIPARIAN LINES PER RIPARIAN SURVEY ONLY I inch = 40 ft_ OWNER: PINE KNOLL ASSOCIATION, INC. 17HOMA5 mWARD STiICKLAND III P.LS. L- 3776 CERTIFY THAT T}05 SURVEY IS OF AN E70S71NG PARCEL OF LAND. REFERENCE: DB 396 PG 43 THOMAS EDWARD STRICKLAND,III L-3776 MB 8 PG 48 L-3776 REGISTRATION NUMBER RIPARIAN SURVEY FOR CERTIFICATE OF SURVEY & ACCURACY. PINE KNOLL ASSOCIATION, INC. oaAw�DN �Mr sarrWAS ROMUALTSURVEY �MAX PINE KNOLL SHORES UNDER MY SUPERVMM (DEED DESORPTION RECORDED IN BOOK- PAOEOR mnrr EXTENSION, SECTIONS 40, PARK ------ OTHER REFERENCE THAT THE BOUNOARES NOT SUNVEEEO ARE MCATED AS ORAYRI FROM WORMA71ON IN BOOK PAGE MOREHEAD TWSP„ CARTERET COUNTY, NZ, OR OTHER REFERENCE SOIRCF;THAT THE RATIO OF PRE=Ck U VI OR POSITIONAL ACCURACY M 1:10,000+ AM THAT TIRS MAP MEETS THE REg1R-EMEM OF THE STANDARDS OF PRACTICE FOR LAW STRICKLAND SURVEYING, P.A. 3/3 SURVEYING RI NORTH CAROLNA(21 NCAC SE.1500). P.D. BOX 331 41311 THIS _ DAY OF 20H0. un—l— — u r �... 1 L-3776 REGISTRATION NUMBER VICINITY (22 11 LEGEND NHW NORMAL HIGH WATER [) IRom Ron col wn C0 01 ( IN FEET )CHANGE SETBACKS L RIPARIAN LINES PER CAN RIPARIAN SURVEY ONLY I inch = 40 ft. OWNER: PINE KNOLL ASSOCIATION, INC. I,IHOMAS EDWARD STRICKLAND III, P,LS. L- 3776 CERTIFY THAT THIS SURVEY IS OF AN E7OSTINC PARCEL OF LAND. REFERENCE: DB 396 PG 43 THOMAS EDWARD STRICKLAND,III L-3776 MB 8 PG 48 L-3776 REGISTRATION NUMBER RIPARIAN SURVEY FOR CERTIFICATE OF SURVEY & ACCURACY: PINE KNOLL ASSOCIATION, INC. THAT WY � ORTM,1R�►IAUNOmFRw�YY ° H FROM AN'AY PINE KNOLL SHORES UNDER MY SUPOVSiON (OEED DESCRIPTION RECORDED IN BOOK EXTENSION, SECTIONS 485, PARK PACE OR DIMRUV04CE SOURCE- FFRROH rowAnoNN IN BOARIES OK �� PACE. INDICATED � D�"N MOREHEAD TWSP„ CARTERET COUNTY, N.C. OR OTTER RDM WFCE SOURCE'T AT THE RATIO OF PRECISION SURVEYED OR POSITIONAL ACCURACY IS H:10,00w AND THAT TOS MAP MEETS STRICKLAND SURVEYING, P.A. 3/30/10 TIE REOUREMENES OF TE STANDARDS OF PRACTICE FOR LAND SURWYRC RH NORTH CAROUNA(21 NCAC 56.I600). P.D. BOX 331 NVN THIS — DAY OFMO. MOREHEAD CITY, N.C. 28557 4p13E11 (252) 727-1970 D S%0�3/10 L-3776 SCALE, PROFESSIONAL LAND SURVEYOR RWS TION NUMBER THOMAS EDWARD STRICKLAND III P.L.S. 1' - 40' CASE: PERMIT #: CONSULTANT: TYNDALL NAME: RDON, MARVIN (MR) ADDR: 2108 CAMROSE STREET CITY: RALEIGH STATE: NC ZIP: 27608 PHONE: 000 000 0000 CNTY: CARTERET NEAREST WATER BODY: CANAL/BOGUE SOU ST PLANE X: LPO : BROWNLOW LOCALITY: PINE KNOLL SHORES ST PLANE Y: VIO DESC: VIOLATOR CONSTRUCTED 60 FT SQ OF ADDITIONAL DOCK AND EXTENDED THE : HIGH GROUND END OF BOAT RAMP WITHOUT A PERMIT. --RESCINDED--- NOV SENT: 04 09 99 VIOLATION: MAJOR: Y MINOR: PERM COND: CAMA: Y D&F: RESTORE : N REQUESTED: COMPLETED: ESTUARY: Y PUB TRST: Y SHORELINE: Y OCEAN HZ: OTHER: PRI NURS: ORW: WETLANDS: N SA: DS: CJ: SY: JR: LS: TY: SS: SC: SP: IF: BF: WS: MF: TYPE EXCAVATE FILLED RESTORE OTHER TYPE EXCAVATE FILLED RESTORE OTHER EW 0 0 0 60 0 0 0 0 ES 0 0 0 60 0 0 0 0 PT 0 0 0 600000 0 0 0 0 ------------------------ASSESSMENT AND DISPOSITION ----------------------------- REC ASSMT: 00150 REFERENCES: F4BV CRITERIA: 03 23 95 REPORT RCVD: ASSESSED: 0 TO OGC: TO VIOLATOR: PAY REC: 0 ON: CASE CLOSED: 05 10 01 # VIOLATORS: 1 TOTAL ASSESSMENT: 0 TOT RECEIVED: 0 MESSAGE: ENTER DATA YOU WISH TO CHANGE PFI=HELP PF2=MAIN MENU PF3=ENFORCEMENT MENU PF4=PREV SCREEN PFS=VIOLATOR r a T NCDENR North Carolina Department of Environment and Division of Coastal Management Beverly Eaves Perdue ,lames H. Gregson Governor Director June 14, 2010 Pine Knoll Association, Inc. c/o Mr. Richard Belanger P.O. Box 905 Atlantic Beach, NC 28512 Dear Mr. Belanger: Natural Resources Dee Freeman Secretary This letter serves as a follow-up to our April 30, 2010, onsite meeting at Davis Landing Park at the head of Davis Landing Canal, Pine Knoll Shores Extension, Sections 4 & 5 off Loblolly Drive, in Pine Knoll Shores. Also in attendance was your Surveyor, Mr. Thomas Strickland, and Brad Connell, field representative for the Division of Coastal Management (Division). The purpose of our meeting was to discuss the riparian lines at the head of the canal where the Town boat ramp and dock are located. This letter also provides an explanation as to how the DCM determined those riparian lines. If you recall during our site visit, the Division determined the riparian lines in accordance with the 15A NCAC 07H.1205(q) that states in part that "The line of division of areas of riparian access shall be established by drawing a line along the channel or deep water in front of the property, then drawing a line perpendicular to the line of the channel so that it intersects with the shore at the point the upland property line meet's the water's edge." The Rule goes on to say that "When shoreline configuration is such that a perpendicular alignment cannot be achieved, the pier or docking facility shall be aligned to meet the intent of this Rule to the maximum extent practicable." Since the properties in question are located at the head of the canal, staff applied the maximum extent practicable criteria in determining the specific locations of the riparian lines. Applying the maximum extent criteria of the Rule in this case is consistent with the North Carolina Court of Appeals Case NO. COA96-347 in Pine Knoll Association, Inc. v. Marvin G. Cardon, since the location is the same. In that case, the Court found that "where the configuration of the shoreline is essentially a right angle, as this case was, that it believed the "reasonable use" test was the most equitable method to determine an owner's rights. It also found that in applying the "reasonable use" test, the owner's use of the waters adjacent to their property is governed by a "reasonableness, and must be restricted so as not to interfere with the correlative rights of other littoral owners." This is exactly what the Division did on April 30, 2010 in setting the riparian lines at the site. The riparian survey performed by Strickland Surveying, P.A. and dated 5/3/10 reflects the riparian lines established by the Division of Coastal Management and will be used by the Division in the future for any water -related permitting activities that are proposed at the head of this canal. 400 Commerce Ave,, Morehead City, NC 28557 One Phone: 252-808-2808 \ FAX: 252-247-3330 Internet: www.nccoastalmanagement.net NonllCai-oliiia Pine Knoll Shores Association, Inc. c/o Mr. Richard Belanger Page 2 June 14, 2010 The Division thanks you for your assistance in this matter. If you have any questions, please don't hesitate to contact me or Brad Connell at (252) 808-2808. Sincerely, M. Ted Tyndall Assistant Director Attached: cc:Field Representative, DCM w/ enclosures Thomas ward Strickland, III PLS w/ enclosures David N. Hilton, Harris & Hilton, P.A. w/ enclosures 400 Commerce Ave., Morehead City; NC 28557 7��� One Phone: 252-808-28081 FAX: 252-247-3330 Internet: www.nccoastalmanagement.net l.Vorth,Carolina 'AI —j---/I., LEGEND LOBLOLLY DR U. SITE m o 0 O Y SALTER PATH RD o VICINITY MAP NOT TO SCALE NHW NORMAL HIGH WATER O IRON ROD FOUND IPF IRON PIPE FOUND N/F NOW OR FORMERLY DB DEED BOOK MB MAP BOOK PG PAGE R/W RIGHT OF WAY MBL MINIMUM BUILDING LINE AR (181 ^cQ� NF O \ (19, \ PRO vti� C� \pFR o mac,; /NF �; ARIA E NHW LIN (2 TBA R/pqR s \ P \ \F o—a v�KHEAO (2 2 �/ PARK m N68- 6'25-E LOBLOLLY DRIVE 161.53' 60' R/w GRAPHIC SCALE .L � J.d) a1+ Qv Cb 2 O O (3� \ROPER PR�FR\ vNF� (1� CURVE L=25.33 R=1094.57' N69.5548E 25.33' -- N84'02'34"E '�� 212.73' 40 0 20 40 80 160 irg X ( IN FEET )CHANGE SETBACKS & RIPARIAN LINES PER CAN RIPARIAN SURVEY ONLY 1 inch = 40 fL OWNER: I.THOMAS EDwAW 51MOLAW uI. PI S. L— 3776 CERTIFY THAT THIS SURVEY IS PINE KNOLL ASSOCIATION, INC. OF AN EXISTING PARCEL OF LAND. REFERENCE: THOMAS EDWARD STRIq�AND.111 L-3776 - DB 396 PG 43 MB 8 PG 48 L-3776 1►IU I If! REGISTRATION NUMBER �H CARP /��ii RIPARIAN SURVEY FOR CERTIFICATE OF SURVEY & ACC4IRACY: Q••E88i •�lti��i� PINE KNOLL ASSOCIATION, INC. I,nKMAS EIMM STRIM Mb III CERTIFY THAT TNS-9W WAS ORAW UNM MY SUPER14" FROEI AN ACTUAL SURREY MADE UNOER�1J� 9UPERVI9ON OESCPoPIION (o •OF 02 ,9 �= _ �`•: PINE KNOLL SHORES (DEED RECORDFD N eOdc - PACE'y '� OR OTHER REFERINCE onrR - = �� SEAL EXTENSION, SECTIONS 4&5, PARK MAT 7W 90UNWAES NOT SURV£7ED ARE NDICATFD AS MAW FROM NFORYATION N BOOK PACE = --4 ' • ,".+ '� s : L-3776 ' -- = MOREHEAD TWSP., CARTERET COUNTY N.C. OR OTHER REFEApICE SOURCE.THAT THE RATIO OF PAEC2" 0R P09RCMAL ACCtkMCY IS 1:10.000+ AND THAT THIS MAP ME7TS �O�'l'Q Q' 2 �Oc�+,��(�y�.'� STRICKLAND SURVEYING, P.A. EYED 3i3aito T1� THE FOR LAM \ ��� SUR%E,NC N NORTM A(21 NCAC 56.1600� THIS DAY OF aL xe0, t.,/3�I0 �'� ,u'U I7 ; •''��'�`� ��%� '�� P.a. BOX 331 MOREHEAD CITY, N.C. 28557 N t� rg 4131 1 ` ARD i ,' (252) 727-1970 DATE�� 5/ 3/10 i ;, L-3776 SCALE, PROF7:SSIOkAL LAND SURWYOR REOtSTRAl10N NUMBER THOMAS EDWARD STRICKLAND III P.L.S. 1 1' = 40' LEGEND LOBLOLLY DR VICINITY MAP NOT TO SCALE NHW NORMAL HIGH WATER O IRON ROD FOUND IPF IRON PIPE FOUND N/F NOW OR FORMERLY DB DEED BOOK MB MAP BOOK PG PAGE R/W RIGHT OF WAY MBL MINIMUM BUILDING LINE \ (19T \ p\ fR\/N f \fir 7 LOBLOLLY DRIVE 60' R/W GRAPHIC SCALE RECEIVED �Cb JUN 0 4 2010 a� Morehead City ®CM \Rojo (2- \ry\F V'vf\ li X REVISIONS15/3/10 ( IN FEET )CHANGE SETBACKS & RIPARIAN LINES PER CAP RIPARIAN SURVEY ONLY 1 inch = 40 ft. OWNER: I THOMA.S EDWARD STRICKLAND hi. P.L.S. L- 3i tS CERTIFY THAT THIS SURVEY IS PINE KNOLL ASSOCIATION, INC. AN E)CSTING PARCEL OF LAND. REFERENCE: I I _ DB 396 PG 43 THOMAS EDWARD STRICKLAND.III L-3776 _ HB 8 PG 48 L-3776 xx\1ll I Ull/SUVEY CARO�� i��' FOR RIPAP CERTIFICATE OF SURVEY & ACCURACY: �Dl��s � R `\`10e'(H �� NENKNdLL ASSOCIATION, INC, I.jthWM SHV . CERT*Y THAT TNS4IM WAS ORAMN UPIDER MY SUPERVI" FROM AN ACTUAL SWvCY MADE UNDER �FESS%22'9 : Q '� PINE KNOLL SHORES SUPERNSON (DEED DESCRIPTION RECORDED IN UA�� h._pR 07M RUUefC£ SOURCE- _� _ SEAL ; —_ EXTENSIdN, SECTIONS 4&5, PARK THAT TIE OOUNDAM NOT SURVEYED ARE INDICATED AS DRAW FROM NFORMATION IN90OK PAGE _ � "� • � .� �' Z : L-3776 - - MOREHEAD TWSP., CARTERET COUNTY, N.C. OR OTHER RETERENCE SOURCE. THAT THE RATIO OF PRECJSION OR POSITIONAL ACCURACY IS 7:IO.00D+ AND THAT TM MAP MEETS .� Q •� Q: Q � 'ly �•'� _ � �� ,0 y"v.'Q STRICKLAND SURVEYING, P.A. URVEYEI 3iaoito RE +TS of THE STANDARDS OF PRACTICE FOR LAND sva N NORTH A(21 �� \ ��i/ ! P.O. BOX 331 *� NCAC Se.Teoo). o THIS DAY aF ay� 2mo s O •;SUti�; \ \,` ��i� �4131 'qRD SIB ��\\ MOREHEAD CITY, N.C. 28S57 i11 /4,1111111;111' (252) 727-1970 A DSiO3/t0 _ y �f1i L-3776 SCAL.E� F AL wa SURWY R R sWATION WUMI3ER THOMAS EDWARD STRICKLAND III P.L.S. 1' - 40' LEGEND NHW NORMAL HIGH WATER IRF IRON ROD FOUND VICINITY \ (22 PRELIMINARY PLAT.NOT FOR RECORDATION CONVEYANCES OR SALES ( IN FEET RIPARIAN SURVEY ONLY I inch = 40 ft.. I,THOMAS EDWARD STRICKLAND III, P.L.S. L- 3776 CERTIFY THAT THIS SURVEY IS OF AN E)aSTING PARCEL OF LAND. THOMAS EDWARD STRICKLAND.ID L-3776 L-3776 REGISTRATION NUMBER CERTIFICATE OF SURVEY & ACCURACY: I MdIAS mWARD SD6CIQND EI CERTFY THAT THIS YAP WAS DRAYM UNDER Yr SIPERN90N FROM AN ACTUAL SURVEY MADE UNDER MY S1PERMSION (DEED DESCRIPTION RECORDED IN BOOK PAGE OR OTTER REFERENCE SOURCE THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS DRA1W FROM RNFORMATION IN BOOK PATE OR OTHER REFERENCE SOURCE. -THAT THE RATIO OF PRECISION OR POSITIONAL ACOURACY IS 1;10,000t AND MAT THIS MAP MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORM CAROUNA(21 NCAC WOOD). THIS _ DAY OF 2010. L-3776 PROFESSIONAL LAND SIRVEIOR REGISTRATION NUMBER Q) OWNER: PINE KNOLL ASSOCIATION, INC. REFERENCE: DB 396 PG 43 MB 8 PG 48 qI 4 LEGEND NHW NORMAL HIGH WATER IQr IRnnI Rnn Fnl wn VICINITY \ (21 PRELIMINARY PLAT.NOT FOR RECORDATION CONVEYANCES OR SALES ( IN FEET RIPARIAN SURVEY ONLY 1 inch = 40 ft I,THOMAS EDWARD STRICKLAND III. _ P.L.S. L- 3776 CERTIFY THAT THIS SURVEY IS OF AN EXISTING PARCEL OF LAND. THOMAS MINARD STRICKLAND,III L-3776 L-3776 REGISTRATION NUMBER CERTIFICATE OF SURVEY & ACCURACY: 4T M -WAND Mail.- CERTIFY THAT THIS MAP WAS DRAWN UNDO MY FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (OEED DESCRIPTION RECORDED IN BOOK PAGE OR OTTER REFERENCE S0UItCE- THAT THE BOINOARES NOT SJRVEIED AM NOICATM AS DRAWN FROM NFORMATION N BOO( PANT OR OTHER FUERENCE SOURCFTHAT THE RATIO OF PRECISION OR POSITIONAL ACCURACY IS 1:10,000h AND THAT THIS MAP MEETS IRE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURWMQ N NOR114 CAROUNA(21 NCAC 66.160O. THIS _ DAY O 2010. Lb a OWNER: PINE KNOLL ASSOCIATION, INC. REFERENCE: DB 396 PG 43 MB 8 PG 48 (�I L-3776 REMSTRATION NUMBER (:D % % ,/, dC e'l ;7 `� Or- -5 10 f"*kt4_ r�6 �)u Of 51"46L 1 NCDENR North Carolina Department of Environment and Division of Coastal Management Beverly Eaves Perdue James H. Gregson Governor Director June 14, 2010 Pine Knoll Association, Inc. c/o Mr. Richard Belanger P.O. Box 905 Atlantic Beach, NC 28512 Dear Mr. Belanger: Natural Resources Dee Freeman Secretary This letter serves as a follow-up to our April 30, 2010, onsite meeting at Davis Landing Park at the head of Davis Landing Canal, Pine Knoll Shores Extension, Sections 4 & 5 off Loblolly Drive, in Pine Knoll Shores. Also in attendance was your Surveyor, Mr. Thomas Strickland, and Brad Connell, field representative for the Division of Coastal Management (Division). The purpose of our meeting was to discuss the riparian lines at the head of the canal where the Town boat ramp and dock are located. This letter also provides an explanation as to how the DCM determined those riparian lines. If you recall during our site visit, the Division determined the riparian lines in accordance with the 15A NCAC 07H.1205(q) that states in part that "The line of division of areas of riparian access shall be established by drawing a line along the channel or deep water in front of the property, then drawing a line perpendicular to the line of the channel so that it intersects with the shore at the point the upland property line meet's the water's edge." The Rule goes on to say that "When shoreline configuration is such that a perpendicular alignment cannot be achieved, the pier or docking facility shall be aligned to meet the intent of this Rule to the maximum extent practicable." Since the properties in question are located at the head of the canal, staff applied the maximum extent practicable criteria in determining the specific locations of the riparian lines. Applying the maximum extent criteria of the Rule in this case is consistent with the North Carolina Court of Appeals Case NO COA96-347 in Pine Knoll Association, Inc. v. Marvin G. Cardon, since the location is the same. In that case, the Court found that "where the configuration of the shoreline is essentially a right angle, as this case was, that it believed the "reasonable use" test was the most equitable method to determine an owner's rights. It also found that in applying the "reasonable use" test, the owner's use of the waters adjacent to their property is governed by a "reasonableness, and must be restricted so as not to interfere with the correlative rights of other littoral owners." This is exactly what the Division did on April 30, 2010 in setting the riparian lines at the site. The riparian survey performed by Strickland Surveying, P.A. and dated 5/3/10 reflects the riparian lines established by the Division of Coastal Management and will be used by the Division in the future for any water -related permitting activities that are proposed at the head of this canal. 400 Commerce Ave., Morehead City; NC 28557 One Phone: 252-808-28081 FAX: 252-247-3330 Intemet: www.nccoastalmanagement.net NOrt h Caro l i n a AIt,--//., Pine Knoll Shores Association, Inc. c/o Mr. Richard Belanger Page 2 June 14, 2010 The Division thanks you for your assistance in this matter. If you have any questions, please don't hesitate to contact me or Brad Connell at (252) 808-2808. Sincerely, M. Ted Tyndall Assistant Director Attached: cc: Brad Connell, Field Representative, DCM w/ enclosures Thomas Edward Strickland, III PLS w/ enclosures David N. Hilton, Harris & Hilton, P.A. w/ enclosures 400 Commerce Ave., Morehead City; NC 28557 t?ne Phone:252-808-28081 FAX: 252-247-3330 Internet: www.nccoastalmaiiagement.net Nort.h.Carolina 'A I w .t.Odd ,