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HomeMy WebLinkAbout108-96 Oversized Plans Sea Isle PlantationROGUE SOUND MARSH rr SITE AEC Z "k, C"k poirq owe 0AW ATLANTIC OCEAN *% LOCATION MAP +2,( 8' 80AREAVAU< 1*-- KOM OVER MARSH) + SIJBMERGED AQUATC, ',,1EGJE7/AT10N +2.0 FIELD SUR,/EY + 3.,5 4- 1111 B 0"ClU E SOUND +1 3 / 141.6 4 VARIABLE 2 7 2,2 Ile +15 + +3.4 o + 2,5 + + 2,8 19"S, +3,4 + 12 +2.7 +,2.7 5Z 9 4k 1 + 23 4.2.7 +23 -S 'XISTEl ING SPOT EVA7 ION AJ— SOLJNDINGS ARE NFGP;I-I'VF VALIJES v + 2.7 X 4 VP L E: + —2-8M—N +2.9 +4,9 25- X 25' GAZEK 8' BOARDWALK M AR WNICIPAL JUMSDKT,0N: TOW14 Or INDIAN BEACH (6" 01,4--R, Sill ZONfNG: PLANNED DENiMENT n A A I AWN I Milli N TRAMCMINA1 /RP.I[TW + 2.0 i I MARSH AND WATER UNE si'TE sunsncs TOTAL PROPERTY AREA 50-28 AC AREA OF' MARINA AND CAWL 6.07 AC TOT -Ad- PRWECT AREA ABC WE MHW 37-92 •Il' AREA WITHIN '75" AEC, SHORELINE 8.95 AC AREA OF IMPERVIOUS SURFACES WITHIN ESTUARINE SHORELINE, AEC ROOFTOPS> 17 AC ROADS 49 AC WALKS 0.02 AC TOT& 2.68 AC TOTAL IMPEMIOU!.; PERCENTAGE WMiIN ESTUARINE SHORELINE A.E.C. 29.0% TOTAL NUMBER OF* I-OTS 66 S MARINA SUP TOTAL 74 UPS . ..... ..... ...... MFJM,J 41GH WATER LINE --' I .4 N'SI-) 4-04- 'WE.ANDS S i� N E) F-1 P ER \/I L. L /-\ G E z -:1 " , i zi Y. C'J .-J Z j-Z 1,41 r,J 0 rq UJ -4 y M C" T t 43 3 42 VVI C3 Li ' S T1 V PROPOSE[) MARINA 74 SUPS # o ,CIL -S&I NG[Z;f -RAifNAQE\,E1ASEMEt4T SJ-Cz -J 3 -A PARCEL A 45 LOTS Al 12 J-1 -A K �jt .6 :1.4 15 14 CD COMMON UJ AREA R Wyn-p .3 AREA / N� 134 EDIIAI J SEBA5,11AN SCALEV=1,30' 0 0 N PAPHIN z"U'C" CHINO & ASSOCIATES, P.A. IAND13CAPE ARCHITECTURE/ WiD PL4"ING 17 Glenwood Avenue Raleigh, NC' 27e,03 90-834-8620 919-828-7068 (FAX) • CivA Engineer PRESTIGTE ENGINEERING AND UkND SURVEY0R3, PA CAPE CART SWANSBORO, NC 28584 • Soil/Wet-land Consultant LkND MMAGEhiffiNT GROUP IMAINGTON, NC 284-02 Owner: VISION PROPERTIES INDIAN I BEACII, N.(_.,, P-0, BOX WJN:S1'0N '15007 FdLLEM NORTH CAROUNA, 27113 Project: PLAN TATION RESIDENTIAL C LUSTER SUBDIVISION Sheet Title: LAMA PERMIT AMENDMENT PLAT CAMA PEPM!' #108-96 Issue :Date: MARCH 1.8, 1997 . Revisil MAR 2 4 1997 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII %--ft" 6.6 LEGEND sees" a MARSH LAND LINE MARSIA WATER I-INE 404 WET-AW) LINE/I SURVEY 75 F7 ES-IJARINE SHORELINE Project Number: flyy1y'n-ICYY-1 EXISTING IFE-1: UNE ------ F.E,WA. ZONE SVARATION 0267-0020 4, 1,4' MEAN HIC :.R IJINIE RiGHI OF WAY FOPCE W&AN Sheet Nuniber: WAIEER MAIN %ILD. ROADWAY CLOSED SWALE SILT FEND PROPOSED C011 PROPOSED RET41NING WALL Va PROPOSED SP,')T ELEVAIIUN Sp *"Wap 1A C 50'7 001 404 WE "NO DICUNEA710N. LANE) MANAGEMENT GROUP 404 WETLAND I. SURWY. IT-H'STIG-� 1,1140NEEll -------- --- LOCATION MAP M� / SAND PIPER VILLAGE MARSH A R LINE o°` zoo zor' z°CO U X Z \ � w UJ � w U af0,z �zz ^ n v v ✓ \_- N Z N Q N Q N 11 L r af J 0 Z Z U i � N CY N I QM� NNW Q�WX,n-r-r O� OaOZ Za U Q U .L .y Una =�Q U^� JXDf JNU i 'ice Z 0Q7 Z I U^ I~ J N y 41 y y y , y Q m m W 0 m I X X U O Q m J -= D S OS'44'49" E a a 0 I i m m I z m m �OASFAL W y -- - 1365. I fa o a y MA+RSH y y �,. CA -' - - - -� 4Ec y y PAR EL �- \ I , 41 \ 3 CA 5 \ 21 1 \ i \ / / AREA. g \ \ \ 20 C R. 0 W. 9 • • /' I 45 y 6 - \ . •-�44 r COM / coti Mal +2.0 -- 14 AREA 17 40 43 13 +2.5 +2.1 r , +2.0 y / / 42 *�� 25' X 25' GAZEBO 41 - 4 \ / '� � C Y 12 ,.4'- HWM EXISTING • ' \ ``',LIJ 8' BOARDWALK i\�\Cj`��O ��( �~ BASIN \✓/ 4C O (6' OVER MARSH) � - - - SHELL RSHNT NCDRE / \ y W v W SA WATERS 5 LIMITS (150') CjP Q W y y W 1 EXISTING MARINA -�In ( Cv yl 74 SLIPS BY PERMIT \ �� 88 SLIPS EXISTING CONCR. TE r v i % ` 6 7 `\ \ POOL ECK. SUBMERGED AQUATIC VEGETATION (SAV) -� + + 2, + 4.2 r y W y W W y W w ' • • J \ FIELD SURVEY 2.� `+3.5- ,c - -' \\ P 4. 1 9 < \\ POOL +2.fi'/ y y y y W W W W JI 1 BOGUS SOUND �17 , + 7.3 SA WATERS 2., + w W W y W v r r GAG-;OAI_ \ t - - _- O ' \ \, ' -C W W y y J 20 �' m NCDOT GE\EASEMENT aT[1RM SFWFR +2.5 2.3 +1.2�- VARIABLE W +3.5 ,NANNE� EDGING - / �C SHI +3.9 +2.0 +3.5 '+PREP ,,�Q,, +2.5 v + 3.4 +.3�9" y w4,f--- +3.2 W 2 00 y -! +3.7 2�439,�'" +2.9 y y nJ v. ' 1 37 Ai- + 3.9 , -'' + 3.2 v 4, y y W CA 3.5 + 7 / 125��\ 4,y v 1.4'* HWY - .r- I2DEDICATED +3.9 +4.j, +2.8 NG�N +t 23 , PUMP -OUT PARCEL a. y W y y �1 \� +2.9 �E �1 1 1 4cJ 10 ��NE� a WLj�e�RONi � + 4.3 _'+ 3 8'/' + 2.9 + 2.5 + 2.7 PROS GNP y r �� �AFK I P-1 r�.. Eat +2.5 IW % 18 6 SLIPS "CCESS t +5.3 t 3.9 CTd 7 / - -._ / \ +2 8 EXISTING SPOT ELEVATIONS 0 i ALL 167'+2.i s SOUNDINGS ARE NEGATIVE VALUES EXAMPLE: +2.8 = -2.8' MLW MUNICIPAL JURISDICTION: TOWN OF INDIAN BEACH ZONING: PLANNED DEVELOPMENT C.A.M.A. LAND USE CLASSIFICATION: TRANSITIONAL/RESIDENTIAL SITE STATISTICS TOTAL PROPERTY AREA 50.28 AC AREA OF MARINA AND CANAL 6.07 AC TOTAL PROJECT AREA ABOVE MHW 37.92 AC AREA WITHIN 75' AEC SHORELINE 8.95 AC AREA OF IMPERVIOUS SURFACES WITHIN ESTUARINE SHORELINE AEC ROOFTOPS 2.17 AC ROADS 0.49 AC WALKS 0.02 AC TOTAL 2.68 AC TOTAL IMPERVIOUS PERCENTAGE WITHIN ESTUARINE SHORELINE A.E.C. 29.0% TOTAL NUMBER OF LOTS 66 MARINA SLIP TOTAL 74 SLIPS PERMITTED 88 SLIPS EXISTING (PLUS ONE DEDICATED PUMP OUT SLIP) 12 25 +2.0 \� 16 I c LIAR EH 26 v � � 25' X 25' GAZEBO - - m /' \ 15 14 27 / \� `\ `/. 8' BOARDWALK y y _ v ` \ _ 40 W. �I 1 i ,l (6' OVER MARSH) ` y ( 30 / cOm i Z MARSH AND WATER LINE y '� '` Jl / 31 28 32 29 / w'Y, 1Z MEAN HIS-1 AA -ER `,= / 34 (+1.4 MSL; 404 WET., - N 0t'22 W 1606 os' � WAL EDWARD J SEBASTIAN ^ ^ 3 Ti CD CD � I K PATON / ZUCCHINO & ASSOCIATES, P.A. LANDSCAPE ARCHrrECTURE, LAND PLANNING 17 Glenwood Avenue Raleigh, NC 27603 919-834-8620 919-828-7068 (FAX) to 3 0 1999 a , Civil Engineer PRESTIGE ENGINEERING AND LAND SURVEYORS, P, CAPE CARTERET SWANSBORO, NC 28584 • Soil/Wetland Consult8 LAND MANAGEMENT GROU WILMINGTON, NC 28402 Owner: VISION PROPERTIES INDIAN BEACH, N.C, P.O. BOX 5007 WINSTON SALEM NORTH CAROUNA, 27113 Project: qV A TCT P PLANTATION RESIDENTIAL CLUSTER SUBDIVISION Sheet Title: CAMA PERMIT AMENDMENT PLAT Issue Date: MARCH 18, 1997 Revisions: OCTOBER 13, 1999 LEGEND MARSH LAND LINE MARSH WATER UNE 404 WETLAND LINE/FIELD SURVE- 75 Project Number. - FT ESTUARINE SHORELINE EXISTING TREE UNE - F-CM-AL ZOW SEPARATION 0267-0020 ••�•••�•••� 1.4' MEAN HIGH WATER L - - - - - - - RIGHT OF WAY 3"FM- FORCE MIAN , Sheet Number: 8"W- WATER MAIN VEGETATED ROADWAY CLOSE SWA.-_ SILT FENCE - PROPOSED CONTOUR v PROPOSED RETAINING WA-- PROPOSED SPOT ELEVATION SP- 1A 404 WEP AND DELINEATION: LAND MANAGEMENT GROUP 4114 WE --AND FIELD SURVEY: PRESTIGE ENGINEERING i i i { occ Point s�k�e Q;uv JriiW ark � A ! w NBOGUE SOUND I � r tOJ' • 44 49 COASTAL IV* MARSH .�' �✓ /� - -j" SITE W ,AEC .� �. ,�-�:,,_w ..�•••'• K, \ ! / � _ �,,� � � �,t' -\ • � ,\� • � •1, � ~, / �y ( `2 \ . ; / \ \ ,-. ,� ..1, g'.._ Ji-.�--."".+,J - .y .y .y / !• ' 1 \ f i l �s `lam 1 -1 :_:_/ J 5 act _ ®/ii / �""----..vf• '.• i\ \ /1 ATLANTIC OCEAN 1 1 14 LOCATION MAP� W W �•,.•. �'/ 1 � �u � , ,j ; ; \,; vaMM • . / �� / \� / \ AREA 00 140 \/ ,� ,� • , s / • - I lip I CA \� l / �W /1� I �, f ✓r 12 25' X 25' GAZEBO- / •� / W ' • ' .� �� j i`• qA4 'vv i r • 8' BOARDWALK -, f � - - _ _ a 1 A`61 k A, (6' OVER MARSHN 74 tii iNti SUBMERGED AQUATIC VEGETATION (SAV) %% +4.2 y - +2, - +2.0 a v p' FIELD SURVEY � 3.5 w w A I �� 2. BOGUS SOUND +,.3 ` __ �= .i j ii `A % j ?iq +sue' 6Q.nn >> 2.3 _ �.:.; 1. ..,COASTAL,- 4.1i '/ _.et �til� '_ rj '��% W y w tAvlEac SF� � 1 \ \' 21 + 3,5 Sri 1 = �• YYY i� 111ttr� �s+z.0 / + 3.9 .�'•, �i % i i i i i � 11. .v W W y� +3.4 +3.5 /� // w W 4' w 22 ` 41 39 /// +2 9 //f y y W y W W W al/. I ) t 1 V' +3.1 1 y ' +3.4 >// +3.9 /// +3.2 6- •2 v +2.9 v y v 4. S( �y� ,1NDfROMTCA eAi , �HINU HIHEK VILLAGE ` I i i i I I I I 1365 I � I 000, l.' tv % j I !I : \ AREA- I i %i i .ii CAS \R1 l� % i t'Irg/i I i ice, i i � �►I\ �� t V. 44 ,,�-•� s ` J !/43 ! I i 42 )�il vW � AIIIN� 'A 6 If/!,/4 111 v\ \ 11 \\ �� \ WL�i oil JIG hr ch IN7ENENCECD F CD mat rujt • 11 j/ice # •` �iiiiit\, � ii, r '1 'ili�!'r .i � lii � �4 i /�� i Vo . �t , � t vli i � � °\,'I\�I�� 1�1►1i ( !j 1i, i \ • sit /i+ \ 4 : ' 1 i/ /f I i10, � A1�,1 it �I 00 _ � i'�•ol' Joy ��-.Ii�.!.i/i / 1 f I}NI I . II it Ln Pl i SEWAGE \ �rp `\1 , /.+3.5 �r +2.7 pup ••� i •�/ SJFF_nurT If •• /r +4.3 //"� +2,9 +2.5 ��\ jQR� i "��•� \ i \ L. 1 \ J +2.5 -T- +5.3 _ +2.7 +2., - ' r a \ \t ' 1 li /�% �' , /`I �51 +4 F' 167' +2.7 • L _ EXISTING SPOT ELEVATIONS 25 if /�/ /1� +2.8 / ALL SOUNDII�IrS ARE \/ // r _ �' / -i _ % NEGATI'V +5.5 +3.8 \ +2.7 i EVALUES EXAMPLE: + 2,9 \\ / + 4.9 ' V •'1G, �A-717-Mr\ LvL.J MUNICIPAL JURISDICTION: TOWN OF INDIAN BEACH ZONING: PLANNED DEVELOPMENT 8' BOARDWALK- C.A.M.A. LAND USE CLASSIFICATION: TRANSITIONAL/RESIDENTIAL (6' OVER MARSH) SITE STATISTICS 'IM1/L PRO Riy AREA 3.28 AC AREA OF `MARINA ANO CAS -SAL 6.07 AC � • ? SRO=? �`j AREA ABOVE mH37.92 AC AoE�A Iur w A WITHIN ! J wgC SH0RLLIiiG 6.6r AREA OF IMIRERVIOUS SURFACES W1 T HIN ESTUARINE SHORELINE AEC ROOFTOPS 1.46 AC ROADS r� 49 pit'` _�.. n.; `IN AIS 0.02 AC TOT&i 1.99 b"Y 1€ T T Ai IMPERVIOUS S PERCENMAGE WITHIN '.jN ES 11-JARINE SHOREUNE A.E.C. 29.0% TOT VNi JU OF LOTS 66 MARINA 'Sp I.1-•a9` T0 11 74 SUIT 41 J W W ( '�'` - t ��/1 i (i i ✓ 1//./lt b4 ESTUARI E 26 i ( i. irJil i I \, Imo/ { ! \ • , , 114-111 / A y W 40.001 / `1 j/ / �i ! �f i �� 1 •� WL I _ C. MARSH AND WATER LIME MEAN HIGH WATER LINE --/ (+ 1 .4 MSL)1 404 WETLANDS f -/ 'AO1.00 r WL 'j1`� / /�� WL • � /• � % i;i, � III i N 1• W 1 & r7t / IJ l I If fu EDWARD J SEBAS T IAN N rn NI / I SCALE: 1'=100' A i I 100, 0 50/ inn. qnn, MAR 2 2 ��_ -rj`' `.. .1 9 XT � PANIIIIIIIJI.L"111 i m Tr UIETH-j 'm ASSOCIATES, P.A. LANDSCAPE ARCHITECTURE LAND PLAINININNG 17 Glenwood Avenue Raleigh, NC 27603 919-834-8620 919-Q28-7068 (FAff) r _3 I n Ci it r�ivi e -r PPXSHIGE ENGRINEEPING MNn IAND SURVEYORS, peg CAJPE C ffERX T SIV NSPOR0, NC 28584 i SOil;etluua CQnsultaut LAND MMAGMNT GEOiTP HIOGT ;N, NC 28402 Tsr Own tor TT ss s . VISION PI?CP E PTIES INDU1Lk PEACH, N.C• .ti1� CA ai19 _r'rr, i P_t- v :Y QT9 A Tt•'IT 1"f 1k.0l 17 i +Hii itiiil c_n i it ee i, m_ii _ � ._� i 11-jr SITE PLAN/C.A.M.A. T\ T'7T�r-� i lm-V M;I T A l 1T71 TT i i Fi'LTT T �. rLi ar � sT ., PLAT Q'%iP s 7•r?' i--- _ - - 1! A r1!'1TT nn -; _ Relvdutvaiv• � rrajec t lmumDiei•: nor nnnn � ;O (-i,Ul .0 E meet Number; y�l W.s_ "I" 0 ! ! SAND rIPER VILLAGE , I ! ' I iCA t,.AAAkin,lAn1nlAT�C7 I IAI� . f.: CL: t'I... L!11 i 7 / _dr � c,'b O I \\ I I (o11, rmASTAL W ,SEC .v :� W -�• � \ I r-- � -- I -� / ♦. (; Ile it j y W / •'I /= % �%' �` / I ) f ! i /"i / ivi, i v. ..'LA:i- ,j \ t 9 c� . / i l / / / lt� / /r / r \\ \ �,� it \ / % ljl V I l.' %r U.v21 �A y'\` 1\\ \ \ '\ \ \. \J / i / - i ii5i1 i ��t\�\ \` �j { I �r�'� ` �"".»-.. , -/•�' ` / /� � ! /'/ i I � � �/ /II (�i /T ,` / % '� � i /, � / _ _� � i' ViiL \� \� �\ _3 n i 0/ / / % /L/ / i� `; ,\ / i 5p ! i i i f ) % -4-.% i '•/ i � � �--s / / l tom/ � l -��`bc / � / ) ✓ � / .�// % � / �- / 11 1 \ � i � � -�- I , ) I � t -�tKAy i 'WETLAND FILL { 1 v I/ 0.011 AC i4YE ND FILL I i EXISTING DRIVE ,-• •;,. W \\�i \' / /(� /� ! / I � % _a.Al O�061* AC an � r^ /f� 1 i t i � ✓ J � �� `\ ' I I i o ,, (r I /•/j ` ii iv :z i3 i + P iiiiM A / i_ f _i i1 �I \ \ \ \ 1 % � • ' X, / � .I � •'� �.' / /,( 1 �' I l , / i% A u AI A 1i1 1 \ � !`-- } ' � WETLAND FiLL 0.041 A i i r Iw1 .a i•%••�•�•%•* �a-.t s: t , 1 I , )v ,i \ ?5i d i ;CAmiAl, /J �f• 1 _ i, I� - \ eo`%.3i .01 I co LIMITS OF 150 FOOT \ I �• z 1 1 / CLOSED SHELLFISH AREA J. NCDHS SHELLFISH SANITATION ' • • \ 1 / i +0.30 Vcl) J TI1 tii V _ . T v5.30 0c\fi'�l� c� _ W W BASIN i 4 i. ! tilli (ri n-n TO SUET i \ FSHING) \ 1 \_ I I� ` \V • ! r i ' ate\ �_ 1. S I_ } ; / \ 1 WI_) A.li. HABITAT! \\ \'> W W _ W ! _. I 11 i \ ; ill j! \ \ ` \ 7 +20 . \.. / + 3.5 ---\ --- ------ _ � -►- + T�a/j BOGUE SOUND --t 2., +,.3 SA WATERS +..::......:... / +,�i \ / Sx­ E7"- r�IJ W i !r2.0 +3.5 ��� �Ai� + 3.4 i + 4.1 + 3 . + 2.8 A� tg t �- 0� -2.9 +3.7 +3 4 +3.9 � +30 + +4.1 /Aim +2.7 +2.c lo*t + 4.3 + 2.5 . + 2.7 + 2.7 + 4. 'fi + 2.7 + 8 5 + 2.7 + 3.8 _ + 2.b + 2,9 + 4.9 + 2.8 $ \-\\i 20 FT, A E ti \ %i% % 1, li i i � \ ! v v. W �Y W W .• `V . ) i i I j I 1 rf ' A III� 1 j \ ,t I ii i W \ ` + -0.1 0 + -4.70 + -5.20 + -4.80 + 4 i l y AEy C�!, -v W \W\`W 3. •• / �I/ \�I I ,i I t '� w till J, , 1 �� \ 1\'�'I ���,•/ f' / 1 \ i / / - W W W r W �/ N ,, �lT�,DFILL I I \off] c } f/ I/ I I/// ` \4 +0.00 +-5.0v -5.70 + (�0 f ;V'r�,i,`V",' l i \` 1 � w ) o 17 • D ! I / I `.i `il! * iyLb'FlLL9.021 i ii t i\ a ice+ II i i(P Jr• \- - .• y,••; / I 1 t I �l� \ If ( �1+ r/OD j V.l i ,� �; r' Vi W '3; : W � - - 1 II nl -�_ � - - - - � . �•;;;/ it I ff I 'J f l i1� fiJ// I � ; ��" � 1 , � rrr r•i ,, !/ � ) j! ! I � �I II %/ ,1 t ! ' ' , i.l I / 1! W w � - •i i ! \ � � , + tJ I I ' I l I;' �� �, ��� l rl 1 0111; � � �I , •i L i ,`ii�?� L%ij%NE_ 'v. i / ' ! / j 11 III �01 Lj PANL w W _ � T •�..�-� , ,` � �� � , -- � , � .1,� ; ( l , j � ^� . /� t � � 1 � I � �I'�� � 1� �� �� ' j` 4 i � ' i W - � - r \ i � � r �• ' / is 1 �� t i ! , ��• .. � _ I MARSH AND WATER LINE y W ;c Ill ; 0 / !//i \ / i �/ i �; \�I ` In i\;i�\�\ �•' i�/!jj t1 ' z'�v j, / 41; _r i.=r iviJL_ f v �A`�- - - -T i / iVI// / w v LEGEND LAD ii uNE °'� k4ARSo / , EDvVARD J 5t13A5TIAN N o co r i uARSH WATER LINE OD 4(�4 WETLANDLiNElFiF1 n c- rn 75 FT ESTUA WE ,SHAH ri _ j (-(YYY`{r'r-lrlrl EXISTING TREE LINE ! � I _ _ _ _ _ _ _ - ii ZOME SEPARATION SCALE, 1'=100' i .4t MEJ1M i WATER LI N E 904 WETLAND DELP EA101' LANC MANAGEMENT (P^' o 404 WETLAND FIELD RA VEY; PRESTIGE ENGINEERIN, 10n' 0 50'. 100' 300' L+ l C ICTI AI /� f1Dl\T t: Ljk-i1Li 1j r0 & ASS GiATE P.A. l.ANDSCAPE ARCHI ECrURE TAND PIA4 THIN. NY 17 Glenwood Avenue Raleigh, NC 27603 919-834-8620 919-8'8-7^38 (FAX) C 1Vi E' ng'Ineer PRESME ]ENGIONEERI1G AND ?A ND SURVEYORS, PA �sAPE CARTIEH a STARS M ), NC 28584 nii 1 i@e�d�aTlll Iv!\71C+77ITATIT r A �Ttn ,.rat T rl n rr rtn arm n r• �s rr I.HIY iviF► F►iT�,�il �N i iriFl� i it It Owner: ST ION PROPE TjE0" TNDItiLT BJEACH. N... s Arnie=;: r Q Irl A T T T'1 ;1FI,tA.I• 1I�I VT A '1� A %"Tr -A t -LAIN 1 ii 11 V v Sheet rPitIe.- :, �j�r s r.V^N'T Ti, yS i e.c s ss.� sQQi,!e 1 JPITe: e - 1tATI"TT nn 4 nnt' ivi j <-i ,1 i C: i i i 2-7:9 - D � ii•e V iuiilii5. > Tl__ 1 ' 1_ rlOjeCL r1lu- ber. ns-Inn n i i4.ici / - 1U i Sheet Number: EMENSITY rENEVELOPMEMT flog IMPERVIOUS SURFACE CALCULATIONS-STORMWATER TOTAL PROJECT AREA 50.28 ACRES AREA OF MARINA & CHANNEL 6.07 ACRES A 11 A TOTAL MRErA% OF SITE ABO'VEE MHW 37.94 ACRES LOW DENSITY ALLOWABLE IMPERVIOUS AREA CALCULATION SAND PIPER VILLAGE ITEM TOTAL S.F. IMPERVIOUS IIIA P7 :V:ARSH AND WATER LINE ROAD 99,774 SF 4- 41 .. . .... ... )I WALKS/POOL 410,900 COASTAL M/ARSH Ir X ij TO i i n- A74 2.54 AE AC C: V� if t f \C A 0-00opq•2G tK- . ........ . 01.922 AC 2 V WL 19 w . 1, V ze54 Ake-% 0 4F b \.3 -3 M11 37 A C% 18\ X 0.25 MAXIMUM COVERAGE i J -� & ; ii5 ;ool- 17 8.84 AC 8 6 1 45 41 f5 j cc A f1T 9 14 5837 ALLOWABLE )4 r w 13 MMI 1-7EP VEGETATED ROADWAY CLOSED SWALE SYSTEM (EACH SIDE) + 10 , ) 1 I //l I " 1 L-L i.. i. WL: SWAI E' STORAGE CALCULATIONS BASIN �� I f. if 64 6 39 L u" \031 43 W L VOLUME = .6-7W,41 L=VARIABLE Q A Cel ..... 4 12 7 I \ FOR 10 STORM O'VIER 1 LF OF ROAD N R"EQUIRED STORAGE CAPACITY Zd_S- e* 2 1'1 4 A=.67Wd IMPERVIOUS ROAD AREA 12'X1'=12 SF V STORAGE REQUIRED: 12X(1/12)= 1 C.F. LI 41 @-I A S 5 STORAGE PROVIDED: SWALE LENGTH L= 1 RUNNING FT t SA kk ry - VOLUME = .67 X 3.0 X .67 X 1 1.34 C.F. PER RUNNING FOOT _211 ADDITIONAL SWALE CAPACITY ALLOWS FOR DRIVE CUTS ALONG ROADS A 4 a 4 WL)) j It, 6 x, to t 4, 4, 41 41 CO +4.2 x +2.0 0�) +3.5 'A P� L plow - ----------- --------------- ------ lb� . I - ------------ ---------- - + 2..* 9 Al .7 BOGUE SOUND +1.3 -------------- ------- t[ �' �;��:��/� i +1.9 0 f 21 + SA /A I L_ FN 0 .01 + J-4 FO +2.5 + + 2.3 Ile f +2.8 +2.7 _ w W _ ✓ ` \ i i- i i ; i �r �s� + 0 \ 1 (i i -COASTAL,- 39 -t 2.7 +2.17 - - - 6 0`v M4�RSIt 21 1 V A 4 +3.5 AEC +3.9 Z.0 4, k cD 00, 0,"` \ - I - ILI 00 +3.5 +3.4 22• N I �O * +2.8 r379 A 01- 41 41• X +4.1 +3.2 .5c ii +2.9 t .1 +3.7 W, T .00.-w "" i I I ') & I i '� - I i� I 1 011 do,`* 0o, 3.1 31- +3.4 i +3.9 +3.2► 3/// C4 wo +2_7 00 • +2.8 +4.1 7, LC +3.9 A +2.9 LEGEND V +3.8 +2.5 +2.7 VEGETATED ROADWAY CLOSED SWALE . ... . ... +4.3 +2.9 +2.5 SILT FENCE 24' 1 > +5. v Ar j 77 :A , +2.7 +4.6 +2.7 1 --c +2.7 �51 41 4 1 +2.8 +6.5 +2.7 +3.8 +2.5 +2.9 +4.9 CONSTRUCTION qITE MIN. 3" & 4" CRUSHEDWSTONE DETAIL r, I --STABILIZED CONSTRUCTION ENTRANCE SILT FENCE / SEDIMENT CONTROL SYSTEM INSTALLATION PROCEDURE 1. EXCAVATE A S-xg- TRENCH ALONG THE LOWER PERIMETER OF THE SITE 2. UNROLL THE SILT FENCE FILTER FABRIC*��ND POSITION THE POLES AGAINST. THE BACK(DOWNSTREAM) WALL TRENCH. 3. LAY THE TOE -IN FLAP OF THE FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, BACKFILL THE TRENCH AND TAMP THE SOIL. WOOD POSTS, SPACING TO St_11T CONDITIONS FILTER FABRIC (3' WIDE) ATTACH TO POSTS PER OSTS KANUFS RECOMMENDATION VZ j SECTION B 2- ( IN. BACKFILL 'TEP, Ow SECTIONG - SECTION A � COUPLER V 0 c. T-_F_-lN METHOD UNDISTURBED SOIL Ila 01 I SECTION B SECTION A JOINING SECTIONS OF SILT FENCE DETAIL ----- SILT FENCE N:L& \,3.,) 40 R. wAy' Ci 81 1 24' ROADWA Z F-2" FABC- I -GRADE POINT V LEVEL LINE 6- STABILIZED� i SUBBASE AS DIRECTED BASE BY ENGINEER L-VEGETATED ROADWAY BASIN SEE DEA -1ILL FOR DIMENSIONS DETAILS ROADWAY SECTION SOIL EROSION AND SEDIMIENT CON iROL NOTES 1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE PRIOR TO AN, GRADING OPERATIONS AND INSTALLATION OF PROPOSED STRjC-.)RES OR UTILITIES. 2. ALL SOIL EROSION AN3 SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE UN-iL C-ASTRUCTION IS COMPLETED AND/OR AREA IS STABILIZED. 3. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THESE PLANS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE *NORTH CAROLINA STATE STANDARDS FOR SOIL EROSION AND SEDIMENT COIN ROL7. 4. ALL INLETS, DITCHES AND CULVERTS TO BE PROTECTED BY SOIL EROSION AND SEDIMENT CONTROL MEASURES AS SOON AS THEY ARE CONSTRUCTED. 5. LAND AREAS EXPOSED AT ANY ONE TIME AND EXPOSURE TIME LENGTH SHALL BE KEPT TO A PRACTICABLE MINIMUM, 6. WHERE NECESSARY. DISTURBED AREAS SHALL BF TEMPORARILY SEEDED AND ) MULCH® UNTIL PROPER WEATHER CONDITIONS EXIST FOR EST MMMMUELN OF A PERMANENT VEGETATIVE COVER. 7. THE MAINTENANCE OF Sf-4L EROSION AND SEDIMrNT CONTROL MEASURES SHALL BE THE RES"GBILTY OF THE CONTRA477OR DURING AND IMMEDIATELY FOLLOWING THE CONSTRUCTION PERIOD. UPON ACCEPTANCE BY THE OWNER, THE MAINTENANCE OF THOSE MEASURES SHALL BE THE RESPONSIBILITY OF THE OWNER. l2 jj �� �► it !,, i� i , , i / it 7-4W �.�,,�; ; ; .6 Q01 _' 0 , AROUND )SWTIR I j' 26 Ile SET 17� EXISINNj ro HIQ UN N 27 16 4 41 WLI �� `b lj II \�I, I 15 (0 z 28 29 RO SWALk 30 1. . . ...... ... , I I / MARSH AND WATER LINE \ SEEDING SCHEDULE All disturbed areas due to construction and any severely eroded areas; shaii be stabilized by establishment of a permanent gross cover. The seed species shall be selected based on the type soil, present, seasonal conditions and other considerations. As an alternative, the contractor may use the methods and schedules shown below-, however, It that a apecidist be consisted aft attention given to site specific conditions. Cultivate area to a depth of 5 inches Apply agricultural lime at the rate of 4000 tbs. Per acre Apply 10-20 commercial fertilizer at the rate of 500 lbs. Per acre Kind Rate Per Acre Common Bermuda Gross Unhulled 25 lbs. Hulled 12 lbs. Per I nsocola Bahlogross 50 lbs. Korean Lespedeza 25 lbs- ToU Fescue 30 lbs. Mulch with straw at the rate of 3250 to 4350 !bs. Per acre. Anchor straw with asphalt emulsion took coot applied at the rr-e -- V-_ ­9 per acre. Where is not possible to establish a permanent gross cover it :: ecs !.-:,-t period of , 'VI Due to seasonal considerations, a temporary gross cover shall be e---,=, sre,:_ '-cr �orary Cover SrS include # c- cver -c i"Ina -e the planting of annual grosses or small grains such as rye grass-er-: : s shall - a te - requirement for permanent gross cover. Where the season or otter c:y- c:,, o,- 3 ;re not suitait>6# I-zr growing a temporary erosion resistant cover, mulch may be applied; -owever. -_ v -sea alone shop Ce for the shortest time practical.. A temporary or permanent vegetat-ve zcw sr , :e P-stabilshed 02 solor a conditions are favorable. WL j/ /�.l WL -AX r M/1, Ii! V W 0)) EDWARD J SEBASTIAN co, I 0 lr SCALD 1'=100' "EMBER 300' I PAT ... N IL7 T T T CCUT Ti & ASSOCIATES, P.A. LANDSCAPE ARCHITECTURE/ IANTD ID 1,ANININI G 17 Glenwood Avenue Raleigh, NC 27663' 919-834-8620 90119-8128-7068 (KAX) • C_'I'Vil Engineer PPXOTIGE ENGINEERING S AND LAND SURVEYORS, PA CAPE CARTEMET SSWANSBORO, NC 28584 ® Soil/Weltiand Consultant WND MAN-A-GEMENT GROUP WHA M MGTON, i1C 28402 Owner: VISION 1`1ROPEri-R.TIT E00 INDIAN 1BEALICE, N.C.. 7-1 Project: " A -rcj SKA [OL I LE r PLANT AA 1TT 0N �cD` h 4- rP1 A Srr'ORYL �IT EROSION 00RO DLLTJ 1 1QQUP I JATIP-� AL 'P nr-T Arl If fl%qn 'L Ir I 2 7 RM lv-C,;- edisions: A#, Project Number 02674-0020 . Sheet Number A 6' ( A T\Al �, %� n 8' MAIN BOARDWALK 6' CATWALK EXISTING GRADE FENDER PILE t 1 �t ANCHOR PII � 6' CATWALK � 1 EXISTING MARINA BASIN ' !FR PILE NOTE: ANCHOR PILE v PILE LOCATION 1111 CATxV'ALK FRAMING DESIGN BY OTHERS CATWALK MEAN HIGH WATER ;1.4' MSL, DETAIL 2 SLIP & CA T_`�V!AL� SECTION N.T.S. _— ®1 I \ 60 rf? Will MHW 1.4' MS 7-------_-------7--MLW5 L Ir__ TD rT MAX B^vTT^v , ri"DVT`` =L DETAIL r PICAL CHANNEL SECTION N•T.S. � / SIDE SLOPES TO POIll OF DISCHARGE BE GRASSED FOR v s.: r e. S I ABIUZATION TO BE BEYOND MEAN LOW WATER \ a it R DISCHARGE PIPE BRACIi:G AS REQUIRED s DETAIL/41 SPOIL RETENTION BASIN N.T.S: 4 i DETAIL SLIP LAYOUT N.—I.S. �41 EXISTING SAV. 7 ` ROGUE SOUND f,�''3 �• - � • ` • ; °3r, y '1+00 j139 '�34 x3) �3s �3S %"e �3 41� '�z8 x` ?0,ate _ _.'�'3 3 / 3 30 �+zo.�+W ' _ - �2 x2 3 a +4»d1 CANAL ` O � d ' • g b00 zz+on3 / +� fi'r.�,, Ell '-2> �2.� x?_ x`;x3 x2 �3 O fT�_ MAINTENENCE DREDGING 8 9 ? 76 l EXISTING CANAL AUGNIVIENT PERIMETER WILL REMAIN x2s x2� X49 x?9 SPDT zEVAT1ONs �r ALL SOUNDINGS ARE a UNCHANGED NEGATIVE VALUES EXAMPLE: +2.8 _ —2.8' MLW SEC TION 1 BASIN w 0 210 -12910&80-60-40L20 0 20 40 60 Rn 1 nn -4 -5 SECTION 2 CANAL i -4 r� o (V In -40-20 0 20 40 -4 -4 1Ei_: i i C )N .39 CHANNEL v�LJ i i 0 N CHANNEL / 1 _r-7 - �iii IIII li i II � -4 - . I -4 EUSSO C1N111111EL � 5 20 40 60 80-80-60-40-20 0 20 40 60 80100 PROPOSED MARINA/CHA.NNFI PROFILE MAINTENANCE DREDGING MAINTENENCE DREDGING EXISTING MARINA BASIN CURRENT BASIN ALIGNMENT AND PERIMETER TO REMAIN UNCHANGED �M • /f' i L= � \ • i j:• If l J t. \ I NET CUT FROM MARINA/CHANNEL f 11900 CY `:• i :i MAINTENANCE DREDGING CUT MARINA I'll t 6500 CY ��. CUT CANAL ± 2_300 CY � CUT CHANNEL 3100 CY r.•' �� r SPOIL r AREA 2, M 3700 i�P' f<_ p j i• f ORIZONTAL SCALE I• =100' VERTICAL SpµF 1' =-2' FLASHBOARD RISER 10 j BASIN BOTTOM Sa -` PROPOSED SNPI.M. ARFA ems' a (: � i �r�,a •i • '" r:�•. f j Aso % 40 15'X30' i i 20 TO 35' BOATS / u, 00 it i <V 9100 (� 4Q 5 SUPS 15'X20' 4,40 40 15 TO 25' BOATS T t 00 i 1 td p 40 MAR I ��` g BASIN .. i 74 SKIPS i i7 fizs.00 s p�-r-30.00 .�, r n� i i •-a 1 __ / 15.00r f� R i _ L i i per` i iIF 55 SLIPS f 1 •- f i i i 5' X 40' 1 "'j ,16 i • �+ i it • SEWAGE IMP j � OUT Sur `- • / LXiSi!NG mill _ 6 • j: IS 7 �! I r `4 00 40 26+0'0 25+00 24+00 2 3 + 0 0 22+00 21 +00 20+00 19+00 18+00 17+00 1 6+00 T OU 1 4+w 1 j+V V D" —2 4 SCALEI 1'=100' 100, v 50' 100' -6 DA_TIJA( F,I.F. ti -8.00 PATON 7.I i fi & AsSG� ATIRS, P.A. LANDSCAPE ARCHiiECTh`BE f LAND IDLAil Nld IG 17 Glenwood Avenue Raleigh. IOC 2760:3 919-834-8620 919-828-7068 (FAX) = lVii VjIi:iilee' 1-1 Ei iirE a.LE .113 i7 3J i AND UNn SURVEYORS, PA. CAPE r,A1RT.'1= S OSBORC, Ki4 28584 /1pL'1,anr'i nrlalliTanfi T 1TT1 1 f • ^T ATt fT�1TRT 1.1 f,T TT7 'rv�"A AGGE.li—lii�111i 1 i�i)iir irr A AO v i v11, i I;a kyrl aj*vozi it 4) Rer. `4SIO v PROPERTIES IN DiT.AN BEACH, N.C. ,"of1.1 ,�' pj a 3V - :,,k c rye,. Isre:p' �,Jrc J v �•'/ Tl A T Q T T'I nL A rTA•1Ifr1iAi = ctiL _ 1 m_ 17 dh MARINA LA YOTTvT O 4NEE.T j BA5+ T AN MAINTENANCE l f A TI �1 TT rl fj 4 !1�!1Q IV11� �.7y7 =; vnV; _; , Lb i%A.' .13ivii:I. rloject, 1vullluer. 300' 0_26 — Di020 Sheet Number: • 0 1 5. MARSH AND WATER LINE s i ........... +2.1 + 2.0 / / + 3.5 r- --- -- --- - ----- ------ - - / + 2.,+ B�GJE SOUND +,.3 _-.- -. -" jj + 1.9 SA WATERS + 'i +, F/ +2.3 ��� -.7 + ��� +2.3 +35 +3.9 ���'► 20 + 3.5 sft 1 �.y ram. +34 -- ��® +4.1 +3.7.t'r jj 39 <i� .29 i h i + 4-1 + 2.7 +3o s-- +Z8 s�i +2.9 +2.7 +4.3 �.� +2 q +2.5 i + 2.7 3 + 2.7 + 2.7 + 4_S + 2.7 + 6 + 2.7 +3.5 + 4.9 + 9.9 + 2.8 MARSH AND WATER UNL SAND PIPER VILLAGE SERVICE !NEST SIDE PROPOSED SEWER SYSTEM ONLY 33 - 3 BEDROOM UNITS 0 360 G/D = 11880 G iD RECIRCULATING SAND FILTER MANIFOLD SYSTE) SPLIT FIELDS WITH EACH FIELD BEING 150'X72' FOR ACTIVE FIELDS OR 220'X54' FOR THE REPAIR FIE - PROPOSED LOADNG RA! r OF 2 Z EAST SIDE SEWER SERVICE EAST SIDE PROPOSED SEWER SYSTEM ONLY 33 - 3 BEDROOM UN:'TS 0 360 G%D = 11880 Gf D RECIRCULATING SAND FILTER MANIFOLD SYSTEM SPLIT FIELDS WITH EACH FIELD BEING 150'X72' FOR ACTIVE FIELDS AND 150'X72' FOR THE REPAIR FIELD EDWARD i SEB A S'I N SCALE: 1'=10 100' .. V NC- RATC OF 0 300' 0 PATON/ r Lj 'F .'*UCCHL nS ASSOC-1't'i!i'ES, P. LAI�iDSCCAPE ARCiIiTiRlCTUREi LAUNTD PeT kw,,e s 17 Glenwood Avenue Raleigh, NIC 27603 919-834-8620 €�19=132E-7068 iRi-X; s .i�i i i EilgT-eei' PRESTIGE EN uM, , EP]Nu In T �=e SUR s ':YOBS, Ps CAPE G�"--.SEE': ASBORO, ETC:: 28584 `nii/'%4et1an� Consultant ` L: i! i 0 i v Ci L' Consultant � --%A _AINNN�=�; GROUP I�i1 GT N, NC 28402 VISA; n e= TTn %T Tyr, T� r�r c-r ��i;; � � gr' �O.P"� 1 Inv g 7-1 rr oject: !" / Tn A T. T 1 F-1 -'S H" A � � ij. � 1-ic�Il i � i� `� s Sllel1 ll we: F, -Issue Hatin: 1! A T,�/1TT t] 1 141�1 .I1 6 7'3 V 1+1U1V1IS: mow. i 996 Project i urn uen 02� 1—�4- Sheet Number: S -5