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HomeMy WebLinkAboutNCC233517_Site Plan or Location Map_20231128 ::::::, ,,/,t,,,,,,,., ,o,,,,,,,,„ \ v / ,..„,.., ,.,,,, ,:,,,..../ /.,::,:,/ I it I L III �� l p�I�I II Id l o ROADSIDE DITCH \ +^ SF] y DRAINAGE AREA 46173 lSF 1 4AC !Il/ 1\`���� �� ' \ \ / \DRAINAGE AREA=28,029 F/064 AC ITCH 7 // r , ') ),i /- \ \\ ��-� I DRAINAGE AREA-108.873 SF/250 , II 11 I l \ / , f l �•.I AC I,,, DRAINAGE AREA=25,550 SF r 0.59 AC r �(l //j c` / �. , AREA 1z3515F/0.28 SF-4 � ��' ....?"- DRAINAGE �� \®J� /. / I� 4 LEGEND a _ - y - l /DV /t i '_ �_ ? :::::E::::: ,,, t, ;.,- . ,4/11i/ -i.3 ''' -x- x4S7-7-44- �* 0 13 DRAINAGE ,66, G x x x,x x PDOB Tz— ti I`1 'All 'f . 1 Tsez sF' 5 xxx F / / \ 29891 SFI50_A E °�� e ��� x x x _ ��� 101 Ll i i \ 11 ;,� ROADSIDE DITCH DRAINAGE AREA 11111111111 �1. L�'y/ / 1 x DRAINAGE AREA A =rrll �' / I / \ --.� DRA " '+ o x x x x x x � I 5` NAGS AREA 6,2603F/014 AC I I. 3 �l/ 11 �'� �'° � � _// _� x I �- �lr ��_ � <° x x„�, x x x x x x t 7/,II I'� - � _ EXISTING AREA TO SHEET x�x x xxx,r rsea I �' <°I' �� `� FLOW TO SEDIMENT BASIN x x ry lu / a� \ , 1.1FET FLOW TO S'ill TSB1 �� _� xxxx ""--'-'--x,-,-.-- x"x-. x � II DRAI Ace Ill 1� �� /, ' �� l�l .„,,,,xxx:„ xxx , , x �I� f �/ NOTE: . , ti �� t'3 x x' x x x x x x s.1x x x — �) ;%� �I DRAINAGE AREA 13567 SF/0.31 AC .V II I . / xxx xy.�x.xxxxxxxx,�,5x II, £ t OADSDEDITGHS' j �`/ J�\J `, e ( �`x x l 1 xxxx x x "/`t'x ,l �� Y (� y� �_ RAINACEAREA ,0 z6z SF D2a AC •i .- II'I AREAS WITHOUT ANY HATCH OR SHADING TO x Y ` - _ D I - _� CONTINUE FOLLOWING EXISTING DRAINAGETO _ PATTERNS AND DO NOT CONTRIBUTE TO THE ( .�6p ' v9 +� „�;� x� �l k� �x /x DRAINAGE AREAS LISTED IN THIS EXHIBIT. §I '\P- _ x , L I I\ , ,' � I S , 4V fig. .., Tx k x s / �', �Q A vv i , / V ' �'..)x.\ ' it i I �� .�. x DxCj (- VA l\4- v'/ �./�� i - "`x\xxx �it II �� � �`'-'-� �t s V '2-'x� �xJ x V" v ��.� x x x x x__x,,i , r— ` �-a x x x x x x x x x x x "�'�' x x x ,r� x x / I �\\, �'/ I tax:�'k-x x 1 0 _ I- RI xxx SHEET FLowr� / 2 'fix"x ::::,,irri,iii:,,, JI 99 -� Ppp 5 x xSx x • OADSDE DTCH I5 a' II"%x xDRAINAGE AREA 5507i SF/128AC,_,x xIr/ x x•-r�" ,' DRAINAGE AREA-82,111 SF/1 AC Q � x x RAINAOE AREAt09 FI \�^� / DRAINAGE xx x ^t • • / I� xx xx \ x� l xD s3 s Ac � 'i _ / iREnEn_ 0 IAc x x1 x•y 7, I x xx°xx �'� w��... sF.91 �• )1 x 1:"* "Cx%x (? TSB q J DRAINAGE AREA-30,6219E I0]O AC x x =/�- \ ROAD610E DITCH 1dll III x /� xx .> I ( \x x x 1�' II (/ J �x1xx x xx3L � Il// / PDD3J x `x 'ixx IIDRA y L A '�' lPOD NAGE AREA-226,018 SF I6d9 AC xxx x . x xxxxx , ;a xx . x x =`x� 'I�.�La x xxxx _, I� RAINAGE AREA=149.59]SF 13.43 AC x xx l_( x 5 x x x DRAINAGE AREA26680E/006 AC / D xx x x 0,t\ ,�v--,-)_^-/ x xDw.NEA1a56D SF/D. cfx xx xxxxY( Y ��%x.i.x // x x lr f ,F 'x\ ` 'rlxRonosmE DIrcH a x � O (� nJ (1-x %f DRAINROAD4GE AREA-DE ''15,]93 SF I0.98 AC 5 x x x x x / \�/ /� Y® x x x x x 1::x�* DRAINAGE AREA=],14]9F I0.i6 AC \\\\��x x x x I11II :::::::',I. 4_ \ x0x x x Al: x Jx x x x x > •III \�\ �' �� 1 x x x x x ^ - � � ^� ROADSIDE DITCH I6 x �x l Y x x x x 6Fex x x\x ''1 �/®� ,r%�* .PI I ,�. x�\ .(�x D SHEET FLOW TO TSB-1 x x x x x:: _tee- DRAINAGE AREA 63336 SF/1A5AC x 4 x x * x , %X x�+ �x x RANAGE AREA-313,633 SF/720 AC x x x%%% p x/ DRAINAGE ARE4-1],1990F/099 AC x x x x \V�- ��� `��� — --__ - - I �x x/ 001 x xM �l x 111 I�0 xxx x°} x x xxx x 4-. ..Ar 1 Al`''' c AREA 392,268s/9 c g"x II Ix x/:x t �Ig4Oni =-- ,y - ,.> �! _ r - >.,x>r�x xlx x x�lI i�l�E\�x xxx✓ x x RonosDEDicH4 .x x n \ \ I T- x '� 1 x x'' x NAGE AREA 18000 SF I03]AC x x I'll VAv- �\ Ix x" x xxxx �� k x ( , xyxx xxYxx j�' I ,�,�.4x�= >axxxx xx xxx I'lTxl /\ I\\s,\ I °xxxxxxxxxxxxxXx ro5 u .xxixx I i %xxxyxxxxxxxxxxx �� :Sx x8x � ��o . xxxx/ x•! 11\x ;;r,,xx x. .xxx ROPDSIDE DRCH it x x x x x!x x x 4-x t x x >:< V o ` ♦ f OE AREA 28306E 10 9AG x I x /r+ xxx xlIh I� 1 x / ./x \ a ,/ :xxxx " ' PDDa G y xxx y xxxx x. ' \ \ \( o I x x x x x DRAINAGE AREA-58602 SF/13S ACx�.* 1 II x x ry% ` / X-oil i! x / -- _ III ,. _i� _ __ —  , a \-„ ti r_1- r J / \ PDD2 ROADS DE DTCH2 N43°7159"E 370.51'J" io ROADSIDE DITCH II DRAINAGE AREA=100.4200E 1231 AC DRAINAGE AREA 2858]SF/D61 AC /TIEJ DRAINAGE AREA=38,8025E I0.80 AC ROADSIDE DITCH IO iy \ \ DRAINAGE AREA=18,182 SF AC ROADSIDE AI SF-2 DRAINAGE AREA=123,07S,0]5 SF 12.e3 AC DRAINAGE AREA=19,512 SF/0.45 AC I £r \ SF-1 ROADSIDE DITCH 9 DRAINAGE AREA=30,530 SF/0.70 AC c DRAINAGE AREA=9.572 SF/0 22 AC ill / \ i I X \\ 150' 0 150' 300' \ \ SCALE:1"=150'(Horiz.) a - 1 DRAINAGE AREA MAP o 6 NTY, BLUE CLAY ROAD BUSINESS PARK DATE: 01/03/2022 SCALEMCE "'EX NUMBER.. v,M�IQM£�CREED 0494- 39 NEW HANOVER COUNTY ..4° ' "q.•, DRAWN'" °BPD/HKA HORIZONTAL: oRnwwcNUMBER FACILITIES MANAGEMENT z NEW HANOVER COUNTY, NORTH CAROLINA DESIGNED DPS/BPD -750' 01" 243 North Front Street < CHECKED RAM/DPS/RAS VERTICAL: •3 Wilmington,North Carolina 28401 200 DIVISION DRIVE x ° NIA 7 -- PROJ.MGR. RAM o Phone:(910)343-1048,Fax:(910)251-8282 WILMINGTON,NC 28401 rx, 2' J �/ DRAINAGE AREA MAP REVI.IDN z u�Dse:F-lzzz / rsTArus:PERMIT REVIEW DRAWINGS l EV.ND. DESCRIPTIONS (910) 798-4338 I` J g REV REVISIONS DATE ` t 1/4 www.mckimcreed.com i