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Home My WebLink About18-13 Duck Creek Oversized PlansI 1 \\\ ♦ i i ' ♦ Proposed Red 17 I I � x-s.o i i i Marker BRIDGETON 55 Marina Basin \\\ ' ' ' 60 -6 i L7.sx \\ `� �' n Galloway Rd I , 1 ♦♦ \X -6.3 x-6.0 End Excavation-15+00 e.D = N �. Station 23+51 co \\ ' I X�69 j \\\ t j -5.8 X / \;v I `�_\\ i,/ \, 14 �. ' ' L 1 / `/ \ A \\ j I, / \, . • � ,1 I ♦ I ' all, Ul \ I T�2 / I I X-6.0 I X3.3 X-6.0 / X3.2 \ v rr Rod AL , � �r 7+20 i \\ ♦, ,\ \� \� I o a�� G� \\ 0 1 /' ,� 0 I X-5.6a AL AL ,��►, LOCATION / , I , �I AL o AL X-6.0 Of I', I '� \\ l,., ,\II, ••� �` ''4 RipRap Shoreline t , ) �` s �\ X-6 i i i '� \�� `♦ `♦ i ,�) 1, _ ... _ .. . G Proposed \\O Propaidi.'°ri" /' �� Channel Width 6.0x Red i i i Proposed / \ / \\ ,i ' i i Channel �J 6.0 X Width :. ` ` GREEN-15 V \I �, \ RE13 RFD ,4 20+98 \ \ b 5.8X i oo �,;` `, , RED-16 / I 14 / I \• \, �' ni t ,a� j 1.6X ,\ hJ X7fi.8 Proposed Green �' -I,% �;/��,'�� eeK \\I/, -5.5 X'_ I I Marker \ uG \ o RED \11/, , X-5.5 \� \\ \ I 12+10 /- -5.9� o $ I`L,\ �6 \ Natural �\ 1 ' GREEN% i i NWL /' i o 0 Q x ,cvo , �Channel \ r -6 ' I; Approximate ,e �'� -,\\ �, Flow ,, I \ t ; I i i x- 4 i I Shoreline per 2010 a� Aerial Imagery NWL x Approximate Shoreline per 2010 I i NWL i i' ' ' I / ' Aerial Imagery i 1 Approximate ,5 ; i ;,� \ X-5.7 �; Shoreline per 2010 , ' I,I; ,/ ' ; ; ' Proposed Red Ael ial Imogery i ` ' I x-6.o ,' a /' Parker -f. 1 � RED , 69 i I X-6.4 \ I I x- 8 I NOTE I `•I \\ i i I .6 /GREEN-13 i ¢ / '18+�9 , Hydrographic Survey Completed 0612512012♦ Proposed Features On Sheet Hatch Area is Proposed , \\ I / , , ,' 2 Of 2 Added 10/10/2012 and 11/14/2012 I I I / / / Imagery Used To Digitize Shoreline Based On The Statewide Orthoimagery Area to be Dredged \ I / '�'\ ' -6 % % I For 2010 With 6-inch Ground Resolution. Imagery Was Downloaded In I I ( MrSID Format Geo-referenced To Site -6 `\ `$✓ I', °` ,/' i ,I / LEGEND X-5.7 -------------- EVEN CONTOUR WITH ELEVATION 9 \ 1 X-6.4 X-5.9 i / I I N/ I '� I ----------------- HALF CONTOUR GREY /i �X 2+59 i ,h;'�' i i �I i Q RED-16_EXISTING NAVIGATION MARKER o -PROPOSED NAVIGATION MARKER � �/ i \ /' I \ -5.9 X i I or RELOCATED MARKER 41 -5 (3 - ,5 �, i i 24+00- STATION NUMBER Proposed Green p X -5.6 -SPOT ELEVATION i �,e9 ; \\ Marker ,� -� (X 4 i Elevations Based on NAVD 1988 DATUM o l� I j ' X-5.7 / ,' I i X-5.8 �i ' i J 1.0 _Normal High Water Elevation NWL 2 �! �� ,Propc�,' -1.5-Normal Low Water Elevation / �, �/ ' I Mar,<e- 1 I , NWL _NORMAL WATER LINE AS DETERMINED FROM IMAGERY Approximate , Shoreline per 2010 ' / / / ' ` _� 6 ,� ,' � ` j j I\\ � TO DIGITIZE SHORELINE Aerial Imagery X- i i i �'6 ; ,ro I \ I X-5.9 � CERTIFICATE OF SURVEY AND ACCURACY 40' I I , X-5.9 I \ / /\\1111111/J, 1, JERRY R. RYAN, CERTIFY THAT THIS MAP COMPLIES WITH U.S. NATIONAL g.2 I -6.3 / / ��' /// MAP ACCURACY STANDARDS OF 1947 FOR HORIZONTAL AND VERTICAL Propo - �1 Relocate Existing i II I X / �� N QARO '//i ACCURACY. x cha„ Marker To Edge Of i ; , , t .•F SS�o•.•y Mo± \ , 1 I �I 1 ! ��•� I •• WITNESS MY ORIGINAL SIGNATURE AND SEAL THIS 25th DAY OF JUNE, 2012 ChannelI I I I I Q� 9 ; x-5.9 5 I I 1 SEAL L-3302 - ' / /\ 6 aXRi�� REGISTERED LAND SURVEYOR, L-3302 Sheet 1 of 2 I 1 H dro ra hic Survey f / ' I X-6.0 I I Portion of Duck Creek OFE),n ;` ^ ; -6Z ; �,% �j°D,'/ R�o ;' ;` �,-' \; ; i 'I '1 ExistingChannel Borrow Pit 1 J / ' ' I \ i ' ' Entrance / x 69; / ��, X-� �/' i i x-6.0 �I �\ !� I �I , I for o+oo i /' -6.4 [RED-r12 i , / \, Duck Creek Marina • OR N-1 0 , I / / h I� I / r I I � I I -5.8 X / � �a` `"''T• I ' , / I / TOWNSHIP No. 2 CRAVEN COUNTY NORTH CAROLINA Overview ,I 6� / -� I i i 1111412012 Station 0+00 to 23+51 N--- Station 0+00 to 7+20 Station 7+20 to 15+00 Station 15+00 to 23+51 REVISED:Atlantic Survey & Desig � PA ___� ( �RE� 74'' X,�•� SURVEY- June 25, 2012 1 " = 12040' ' 0 60 120 240 i ,8 a " = 40' 1 " = 40, 1 " = 40' 32052-P1 C-1965 1 Haywood = 0 2C' 40 80 JOB No: 508 Ha ood Creek Dr New Bern, North Carolina -� k SCALE: As Shown (252) 633-6649 0 Ditch I I I I I I I I I I i Dike Around Spoil Area To Prevent w-ki,,.,.0 of c.,,,a ►i f.'W iment or Ditch Flash Board Riser & D Typical Spoil Berm Containment Cross Section C1 NOT TO SCALE PLAN 12" Thick NCDOT #57 Washed Stone On Upstream Side I� U N Class A Non -woven Geotextile Fabric 12" Thick NCDOT #57 Class I Riprap 4' Minimum _ ' T Maximum D CHECK DAM C2 NOT TO SCALE Maintenance 1. Construct Check Dam Of Rip Rap Stone Placed In Accordance With Detail. 2. Sediment Behind The Check Dam Shall Be Removed Prior To The Level Reaching Within 6" Of The Centerline Crest Of The Dam. 3. Should Scour Develop At The Downstream End, It Shall Be 0 0 O800 0 O0260 °000° 0 0 ° °000 A Outlet Pipe 000 00 0 0o A O o 0 ° ° °O } Flow o o Rip Rap O 0 0 0 00 00 °000°0 0 00 008 °OOao 0 PLAN Outlet Pipe C al Flow =* I Rip Rap Filter Fabric SECTION A -A E INLET O(JTLET PROTECTION C3 NOT TO SCALE LLJ ' RAP SIZE MAX. RIP RAP SIZE MAINTENANCE: 4" 6" 1. Inspect Structures At Least Weekly And After At Least A 1/2" Or Greater Rainfall Event. 2. Immediately Make All Needed Repairs. I i I �O / o [)itch �/ Marsh on or along RIVERSHORE, LLC / / \ I Proposed C3 property LINotssurveyed DB 1778, Pg 678 Discharge I Pipe Top of Bank — h lop of Bank — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -0. - - — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — — — — r��— -- -- ----- --- .5 0.2-c06 -- x-0.3 x 0.4 x-0.3 •� r 1 Ditch x1.7 X1.1 X ------ - - - - - - - - - - - - - - -il-U -�------------------------------------------------- ... .. .... .. .. .• --- �� - Top of Bank o, °j lop of Bank 0............................................................................................................................................ i- —h-...............................................................................,..................................................................................... : + To Pond - Sediment Discharge Pipe - From Dredge —{- Top of Bank Asphalt I/ ...... V 7.8 Gravel Water Level 10/4/12 X• , a I I I (• C I ti Concrete Bulkhead I I I I + Gene R. Benton, et. al ° (Q I I DB 3098, Pg 737 Q I I m PC. A, SL. 135-A Existing Pond g I o Surveyed 1014112 b' I I _V1 0)� O Gravel Marina BasinAs halt ^ Story Met a o Dock & Slips not Surveyed or Show n I fR a I 7.8fcl q 1 I I I I A I + ° c /7.4 I\ ... _ ... _ ... . . Gravel •• Concrete Bulkhead I a Top of Bank I ° y/ I° �� ,orox. Location of Pro ert Line -- -- _ ? _ _ -. _- _ - rot Surveyed-- -i�............................................................................................................................................... -- -- -- -- -- - - -- - - Asphalt - \ ... 6.1X••• .. �....:...!!!:!!!lRII�II�I�wwwwwwwww"�s ��rrrr.vr WrWW�WYtY YY•iiii••••••••••••••••• • � - -- \`-------- Top of Bank-- Jeanette Hunter, et al I _V1 _V DB 416, Pg 71 i I 1 I I � i Elevation ------------------------------------------------------ 8.0 ------------------------------- — \�` -- 4.0 Water Elevation 10 4 12- - - - - - - - - - - f j��i� f\\�j--- 2.0 \/ \\\\�--- 0.0 ---------- Water---------------------- —2.0 ------------------------ Existing Pond Profile AA NOT TO SCALE Proposed Pile Support Channel Markers (per NCWRC & USCG Marking Requirements) ---� / n v L----jj-- Normal Water Line (NWQ Width Varies --------------------------------4 - - - - - - - - - - - - - - 4 --------------------- 0.0------- Ex. Channel Bottom Cut Slope 2:1 4 jl Proposed Channel Bottom 11 40' v Normal Water Line (NWQ Width Varies ------------------------------ - - - - - - -- -5.0 �- Cut Slope 2:1 40' Channel Width from Station 0+00 to 21+33 --------------------0.0 Ex. Channel Bottom - - - - - - - - - -� Cut Slope 2:1-_ Proposed Channel Bottom 30 30' Channel Width from Stot'c- - 2' Proposed Channel Profile & Channel Marker NOT TO SCALE ��l\11111111//f��/ SEAL ;r L-3302 c��•.••SU R •.Q� \`�. Y R, '11/1111111W, Notes This Plat Was Developed Using Conventional Surk)ing And Aerial Photography And Is For Planning Purposes Only And is Not The Result Of A Complete Field Survey Provided By Me At This T'me And Should Not Be Used For Sales, Deed Description, Or Recording purposes, Surveyor Has Made No Investigation Or Indepengent Search For Easements Of Record, Encumbrances, Restrictivo Covenants Ownership Title Evidence Or Any Other Facts That An Accirote And Current Title Search May Disclose. Subsurface And Environmental Conditions Were Not Examined or Considered As A Part Of This Survey. No Statement is Mode Concerning The Existence Of Underground Or Overhead Utiities Or Restrictions That May Affect The Use Or Development of This Tract. I u� N IV _17 s.� Sheet 2 of 2 Al 0 I I I I i I I i ° I �^ Q h mo O CD I I I I Dike Around Spoil Area To Prevent ul—k —i' Of Q—;1 kAM.'inl Iment or Ditch Flash Board Riser & D T ical Spoil Berm Containment Cross Section C1 NOT TO SCALE PLAN 12" Thick NCDOT #57 Washed Stone On Upstream Side A -s lV Ditch I 12" Thick P Stone On 3 Filter Cloth Class B 0/-/ 2 ap O_ 2 Class A Non -woven I 4' Minimum Geotextile Fabric 6 Maximum D CHECK DAM C2 NOT TO SCALE Maintenance 1. Construct Check Dam Of Rip Rap Stone Placed In Accordance With Detail. 2. Sediment Behind The Check Dam Shall Be Removed Prior To The Level Reaching Within 6" Of The Centerline Crest Of The Dam. 3. Should Scour Develop At The Downstream End, It Shall Be ° °0°Oo o ° A Outlet Pipe 00000 ° 00 O 1000 0° 0 00 Flow 0 0 Rip Rap cb° 0 0 00 000 PLAN Outlet Pipe Filter Fabric SECTION A -A rE INLET OUTLET PROTECTION C3 NOT TO SCALE oOo °0000 8 0000 0000 °p O A 0]0] 0 0 O° O 0 00 0 O 0 o0°8O 0 00$ 0000 RAP SIZE MAX. RIP RAP SIZE MAINTENANCE. 4" 6" 1. Inspect Structures At Least Weekly And After At Least A 1/2" Or Greater Rainfall Event. 2. Immediately Make All Needed Repairs. Marsh I Ditch on or along RIVERSHORE, LLC / Proposed C3 / �C C;C N r �t Property LI NotSSuNeyed DB 1778, Pg 678 / — — — I Discharge I Pipe V � l � It 'e V i� _ ° _ _ _ _ G� � c Top of Bonk ------�/ hTop of Bank ----------------------------------------------------------------- 0.2x= _-------------x-0.3---------x-0.4— — — — — — — — X- IN T;7ter x, 5c 0.6 Ditch 0.3 i x1.7 x1.1-----------1------V-----------—+.......... p of Bank °Toa'o, To Pond -SeTOP of Bank Asphalt7.8r i ....... ...............Gravel evel 10- - — —� ?E7.4 ^ \ Concrete Bulkhead O I I I Gene R. Benton, et. at , I I I I DB 3098, Pg 737 y� PC. A, SL. 135-A Existing Pond ' > • �' Surveyed 10/4/12 `V1/ I I } I ` 'i'C Gravel As halt Marina Basin I I � ' G'rp One Story Metal Building P Dock &Slips not Surveyed or Shown I 7.8� V I I I A I A ° -- __--V------� I0 Top of Bank ^• O I Iti - - L - - - - - '2rox. Location of Property Line - - - - - of urveyea - - - ` \—_ ----- Top of Bank ,----------- II V N cc NY Cr�Ci1 �, Elevation ------------------------------------------------------ 8.0 jWater Elevation 10 4 12- - - - - - - - - - - f\� -- 2.0 ------------- \��---------------- -- 0.0 ///j\----------------------------- \�\,-- -2.0 ------------------------ 1'11�y--- -6.0 Existing Pond Profile AA NOT TO SCALE Gravel — — — Jeanette Hunter, et al DB 416, Pg 71 Norr^cl High Water Line (NHWL) Width Varies Ex. Channel Bottom -5.0 7 _.......... Proposed Channel Bottom 40' 40' Channel Width from Station 0+00 to 21+33 =x. Channel Bottc-- - - - - - - - - - - - - - - - - 5.0 -7.0 reposed Channel Bottom 30' 30' Channel Width from Station 21+33 to 23+51 Proposed Channel Profile NOT TO SCALE ors � P CV� pal // ''! C py o� if \b- 11'—D Notes This Plat Was Developed Using Conventional Surveying And Aerial Photography And Is For Planning Purposes Only And Is Not The Result Of A Complete Field Survey Provided By Me At This Time And Should Not Be Used For Sales, Deed Description, Or Recording Purposes. Surveyor Has Made No Investigation Or Independent Search For Easements Of Record, Encumbrances, Restrictive Covenants, Ownership Title Evidence Or Any Other Facts That An Accurate And Current Title Search May Disclose. Subsurface And Environmental Conditions Were Not Examined Or Considered As A Part Of This Survey. No Statement is Made Concerning The Existence Of Underground Or Overhead Utilities Or Restrictions That May Affect The Use Or Development Of This Tract. Concrete Bulkhead 0 0 0 U) N Asphalt Review Copy Sheet 2 of 2 U I 1 \ I \\ h I \\ -6 \ t I \ \ I \\ \\ sS \\\ \1\ ice^, \ D \ �6• --� 7+20 \ \ 0 AL \\ t I 11 \ tO \ //00 s `AL \ I I CAL \ �� fed / / •, � \\ � � \ CPID!-15 F >--14 • � I �l 1 1 II I 1 I I I I I I I I I I 1 1 0 c1 I • \\\ j I I I I I 1 I LO X I 1' j x69 I l / I \ / / 1 i NWL Approximate Shoreline per 2010 Aerial Imagery f I i I I 6.7 li I 5_ I I ! 1 RED GREEN \ \ Hatch Area is Proposed I \ I Area to be Dredged I I / • I 1 I I / r I 1 I i 1 __--2+59 1 I / I I 3 \ N WL GREEN-�1z / Approximate' Shoreline per 2010 Aerial Imagery / .6 \ I \ 40, -6 I X Proposed \t Chan n\ Wdth \\ ` I c 6. I00 / Borrow Pit 0 Entrance 1 - > Overview I 65 i 'Station 0+00 to 23+51 -� �-/''' Station 0+00 to 7+20 1 EN � I 1 " = 120' 0 60 120 240 I ,$ a .\ J I I I 1 I 17 I X-s.o i I I BRIDGETON k III 11 1, Marina Basin 1.\ 55 60 \X-6.3 n L/l1 1 \ a Galloway Rd i x-s.o 15+00 End Excavation Z Station 23+51 - / N \ �/ \ O COI/ 0 - 111 t` 3.6 X X-6.0 x : `\\ II \`\ � X3.3 `�\ � \ `` ..'1 O j X -6.0 / X 3.2 �\ _ X-5.6 `\\ �� ,1�1, LOCATION 0� I I O 1- - 1I I I \ � 1 L •\ (1> 0 cn co x-6.0 \`\ o. x2.3 :;.. \\\Il li it 1,\ J \• \ \ oo RipRap Shoreline - I I I 1 � \\\\ \\ i ' III, '�• •. ... I I 1 \\I .j 1� oG Proposed \\\� Channel Width 6.0 X '1 1.4 x , 11 I I 40' Proposed it Channel I 6.0 X Width Z GREEN-15. t 20+98 \\ b RED-1-6) 1 N � \ 5.8X 14 1 1.6X hl Co I _ -5.5 X`� r' I� N Gree I I • �I I I , \ \\ ^� �J I j X-5.5 /• � \\ \cS c\\ oUV RED \ ,111, X-5.5 I 12+10 - -5.9 -o �` �� .6 \\� Natural GREEN i i \ `� / �� O X_ 0 t \ Channel NWL / \ / �' o o -6 ,' /\ \ Approximate o� l \ Flow x- •4 ; Shoreline per 2010 '\\ Aerial Imagery \ N i °` i / / ' NWL c " \I X i ,�,' i ,% ,' ;� Approximate�`� 1 6.4 11 / Shoreline per 2010 x-5.7 / f � ,' Aerial Imagery 5 I l I ( kc�F( f'rPcGf X-6.4 ''� II I(Y1/Ggce'. �6 X- 8 �Ri I I / /' NOTE EEN-13 18+09 Hydrographic Survey Completed 0612512012; Proposed Features On Sheet RLD-14 2 Of 2 Added 10/10/2012 Imagery Used To Digitize Shoreline Based On The Statewide Orthoimagery -6 / / I For 2010 With 6-inch Ground Resolution. Imagery Was Downloaded In , l I I �l MrSID Format Geo-referenced To Site LEGEND I 1 . X-5.7 N` I i i I \ -7 EVEN CONTOUR WITH ELEVATION X-6.4 X-5.9 -- -------------- HALF CONTOUR 0 RED-16_NAVICATION MARKER 24+00-STATION NUMBER I I 1 ` -5.9 X 1 I ,S `\ f i X -5.6 _ SPOT ELEVATION -5.9 Elevations Based on NAVD 1988 DATUM X 4 1.0 -Normal High Water Elevation / X-5.7 \ ,'' 11 I I -1.5-Normal Low Water Elevation / I I / X-5.8 NWL _NORMAL WATER LINE AS DETERMINED FROM IMAGERY /i h 1 ' TO DIGITIZE SHORELINE ` CERTIFICATE OF SURVEY AND ACCURACY I Ij X-5.9 X-5.9 \ `, 1 I \\1111111/ I, JERRY R. RYAN, CERTIFY THAT THIS MAP COMPLIES WITH U.S. NATIONAL I I I X 3 /' i \\�� CQ94/'/'/i AMAP CCURACY. URACY STANDARDS OF 1947 FOR HORIZONTAL AND VERTICAL •••••••.••• j i ' I ' ` =Q•oF ASS IO,L•.y '�� WITNESS MY ORIGINAL SIGNATURE AND SEAL THIS 25th DAY OF JUNE, 2012 I I I 1 1 1 I X-5.9 SEAL _ L-3302 I I / I \ \ ;y p� = GL.•� II I j III \I yIRiI\��`�\\ REGISTERED LAND SURVEYOR, L-3302 6.4X Sheet 1 of 2 r \ i `S 'i i ' Hydrographic Survey I 1 / '(3\\ 1 1 / j X-6.0 j I X Portion of Duck Creek Existing Channel 1 ' 1 x-6.0 for 1 I I I \ ' REDT12 ; , \ 15+00 Duck Creek Marina 7+20 I GR N-1 p 1 r' -5.8 X TOWNSHIP No. 2 PAMLICO COUNTY NORTH CAROLINA Station 7+20 to 15+00 Station 15+00 to 23+51 REVISED: 10/10/2012 ,atlantic Survey & Design, P SURVEY. June 25, 2012 C-1965 1305 Country Club Road 1 " = 40' 1 " = 40' 1" = 40' 20 40 so JOB No: 32052 New Bern, North Carolina SCALE. As Shown (252) 633-6649 0