NCC232611_Site Plan or Location Map_20230912

I.JOHN L.PIERCE,CERTIFY THAT THIS PLAT WAS III
Project Phasing/Erosion Control Device Sequencing ✓"w DRAVVN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY USZELL RD
Ik MADE UNDER MY SUPERVISION(DEED REFERENCES SHOWN BjT�
Phases ae denoted graphicallybeiow: DISTURBED AREA=51.0 AC pu e',, ,: V, HEREON);7HA7 THEBOUNDARIES NOTSURVEYEDARE
ALB DATA •
VVU CLEARLY INDICATED;THAT THE RATIO OF PRECISION
NALL ORTHAannvvCOORDINATES AND ms on BEARINGS ARE BASED ON THE I.
!i ANSARE BASED
ON NORINpMERICA VERTICAL
Phase l:Install Skimmer surer(and Skimmer Basin 1� , AS CALCULATEDSIGNATURE,
LICENSURE WTN US5E
MY
iLevaronsaRE easapox NoarN N4ER CANVEmICAL Q 4as well as all other measures(silt fence)as depicted RECEIVING STREAM: �.ry ,� � 4° ORIGINAL SIGNATURE, N�U���@@BERAND SEAL
o.wn Drssn,.IAvoeel EBnAInns ED oo4oNc•Nam 0 THIS __DAYOF 20JA�.
c•rah.F IGO(NIrm•).ESTABLISH ON USING
G-NC" y '�'n within the Phase l area. 1)QUEEN CREEK ry� U __MP____,
9
•' b STREAM INDEX:19-41.18 °U= o 4 fib 9 A •� 5' 41'¢'
....
--Y _ Phase 2:After and ONLY after Phase 1 project area Is CLASSIFICATION:SA,HOW ^y ' I d __.
o • ►• � b 1�1t N L.PIERCE . L-269,3 ° g
complete and stabilized,remove Skimmer Basin 4, ( ) a ! • °• Y' !l d V" ° 8 _
"c aapp, and remove all accumlated sediment from Skimmer ::1:VSEC)
U \ Q. . O°• d ., Es°,p° N.° 6 Q°'°d(� .L�1 e A a gpo 4 o Q 2y 9L
=122.0 cf6 Joe o,. .Q O V' 'y\•' ,P.)'y. - SEAL
Phase 3:After end ONLY after Phase 2 project area Is 'mac d ffTT LS �'t
•°• , c ♦. 0 ,. 4259$ Z -VICINITY MAP NOT TOSCALE-
5.
LEG ND' I t <'�.,., F ° C. I@@,,t��'8��}sd stabilized,remove all accumulated Post Development 010 =�(�.3q�2)�(7.5 in/hr)(62.58 ec) P •� °., .- j° Q o(`�' t o y c/f
EIS • EXISTING IRON STAKE ,'i1 �( X \. •` `A •eddil]�e>'1 (Qpt S In'g7er Basin 1 and return to service. `5 2 Eta A °' , 0 'G1 * d O •�0 803,YURV�.+' w
EC = EXISTING IRON CRE `_ S/i� •O -, ° ` . °CP- •S' Q.`��`�
3' ,� �, install Skimmer a nd Skimmer Basin 3 as well D. 40 7, � N G
ECM EXISTING CONCRETE MON. E15,1m pp �4J r e ° I
A.r4EW.u �1' " as all Other m88Sute3 )a3 deptlCtBd within . .o S � • ` °M = SETNEEMONUMENT •• %ep V/ 0 Q C//f 4 /f. l F' •
0 S u'..
�� ll^ . ° - DI � ` or PUBLIC J{ !r .W.. �l a r •.
PL • CORRUGATED PLASTIC PIPE I'i, I 1 I •vim o.. V p ,J ;,ram_ Q � _ I a
WV = WATER VALVE _-;/'
_ /� 7 `(1
it r
SL •= SEOCURIN LIGHT o 4 / °4`. •` /•.I/ o *•-• °.lvu] j�,'(!��(/rip •o p„!., I `�`�r, J ° 9Z,
T�o y;� q•\ °
C/L = CENTERLINE ',8 i / / .. / - A�� • '''' l' '1i �3.,. °If, c- t''' . D `ie. , l0 O �° 1 •
•
RAN RIGHT-OF-WA •
Y 'y �` �I_��`�+7►�-: --_ ` ��/^�
N/F NOW OR FORMERLY / l ° ° ° ° } `�r` 0 A p ��f D m "a 0.'♦ °. Q . 'o `,
FH = FIRE HYDRANT D N / `+'a i� • l a Skimmer Basin 81sin9 CRYSTAL COAST ENGINEERING,PP
INV • INVERT / / � r•i.. Wi'VDY:p.,,� 9r61]a '24 g o I d / '1B 0 �' CS°- , + -;�� �° 205-3 WARD ROAD,SWANSBORO,N.C.2R5a4
GW = GUY WIRE C• LL 9U•la O1 I"! 4•toea °nh p •°DrtC O p-. �' `4 0 Project Cotton Mg Subdlvlal°n,Section 3 PHONE:[phone]-FAX:[phone]
n n ^ n n =SILT FENCE / 1"96A PA /, ROAO yo, • k,®1 ° f 15E� .° /� _ •4 '�eQ _ +rpro C� Deter 9.OW-21 BUSINESS LICENSEp:C-2663
-E. = POWER LINE *'f /� f 25 ( D n',� 1 ✓ _ p '� O
CP = COMPUTED POINT / 9 , j4,- ` w (70R4Y- y ''Y O 26 a {Bd• Q �^ - f Y1 li/o b• • �� Min Surlece Area(8A)•001 x Peak Inflow Rate(0)3T = 10'X70 SITE TRIANGLE '-' / N' S( O , ° _ °' J / V 'v
EOP=EDGE OF PAVEMENT \ aE�NEo am ° a, • �� aT� ,, �, .., • // r, D J I ,� rii
,' O `. �. `• >�.. r'• � Peak ln9ew Rete•Ca 0261 x0min Area
D.E.•DRAINAGE EASEMENT �,I� / , / • , •�f •� a � "°•q - e ; D•o c^I, • p h, I• 9.5 Whr (026)
a.6.E.8A=SANITARY SEWER&ACCESS EASEMENT > . • " �ZDNSDRap '® ,7_ '� /I -r_,, ,F�� 27 pe S -P °
O U.BA•PUBLIC DRAINAGE,UTILITY B ACCESS EASEMENT -. -E61DENTIALUBe r T 40�'Ll+� + 5 ° '° v Skllmmer p Volume BOO x Disturbed Area
°O Conventional Trap Volume(TVI.3600 x Dlaturbed Ares44ti I PsE �� ♦�/Y/ x •QJ' Tre V me(N)•1U E•PUBLIC UTILIT'EASEMENT r 19 • / e iy a8*. D/y/ °p L a ♦ ".-` ° aklmmer orinceS.T.•10'X70'SITE TRIANGLE t t• > Da ° 1/,�• 4 °Q D Dr i g DI t rbetl q 5A ry Wltlth Len9m Depth rise Diameter
Orifice
f. • , • / • ) +��. o 32 g I u �r a TM'
pN A Aae TYP• "2) an (an (ro (e) (a) oa uro
(!•=POINT OF OVERLAND(SHEET FLOW] '� (/1LSASOIOSO.
`. ° ,/ m w •
\Q(l `, �� 1_ /{��/I p '' � 'r$,4 ° e.0 71 h,1 BTId "?f'9019ki 21.9 B530 1]820 0 23B 2.2 2.S 250
�+ ),,, / ¢' 4 . ''�, `•1 J08 3.9bf aklmmer 68 3)35 7020 2 150 1.9 1.fi T25
•� / / O :iN • vuvyyy,,, PHASE 3� ,�°. ,� 0 , g 260 260S.] 2503 °680 2 123 1.9 1.8 1.25
•=LIMITS OF DISTURBANCE 0 41k 1 0 r8 wti 14.65AC j ° , d' 4 280 2.a0 Skl 8.2 2695 50a0 2 127 1,9 1.fi 1,25
_._.-._._,_._,-•PROPOSEDSWALE / o 'e° O D �. a . 'Qv � � s*, /C-2
¢. oo 7 er
/ 1 f O {�oaO 41fZJ,-1OotiOJ JL`�� Ill ••, s G gv 14R�Skl mar23.2 11398 2610 1 292 1.9 15 100
CBU = CLUSTER BOX UNIT FOR / • J j' v .` 'I29 ` p 1 '•� yl ''CG ° -3
ErgrA
CENTRALIZED MAIL A ° W / Dn 1.o0�Skl er 22 953 Ieoo 1 75 1.9 1.5 1.00
1.
RRSP• RIP-RAP SCOUR PAD • ��.�• cc II t '° a t °•
• •rg,�o a P o u toolskl 2.z 963 1e00 1 7e 1,9 1,5 t,0o
r 7� �, 0 -,PkT, • P . ilk A O �L• U°9 1 9 J O.dz'Ski er 09 404 756 49 1.9 1,5 0.50
1 / .� '-1 aL ©- t e). Y S • �., a e �`/". •p o° 6 �� BEAVER DB SAO P BBTORB INC. f0 U 0441 Sk1 ar 1.0 424 792 50 1.8 1.5 0.50
4.
/` ,. ' r-C'�r(U4"� (� �. N N <pT'k1 mp V ._.,�I MZONED RA 1,9 1.5 0.50
' L �•! .x ..yu O ° a FR ���� JI O 9 1 '3�Sklm 1�8 1.$ 0.50
js ,. -. V° •e2.a° Wi 34' \ IPDRTIory OP al.t]aO reaCT7 ... lye„„,-. 039 ....;4.3&,Skimmer 0.9 375 702 47
• ROCK CHECK DAM I/ / ► . 0,.__
r _ Y a mar 0.9 3]5 702 47
[9 1G 1 1 ° I - - � O RiOp �r � ^tea rf °, vacaxr
• SEDIMENT TRAP/BASIN BAFFLE •� ,. ` / Q °0a ° �K /// P. �!` _-'•°(i �I , °`DI ' °�
f 1 III a l e l B<IC 1O r co r.
�r-�I PROPOSED CONTOUR W/ELEV•r+ _ a P 16ta,,,„ -S D.p° .•e 6�f. - u , ° O �''� i/ ']„eO v� I'° �'j �J i';9PECIALNOTE�`- �y\15\ • ` �4 • p �° �• � t 64 ;� I tral,
�Q�° . y' J U �' S'�ALL SWALE3 AND DRAINAGE FEATURE30UTSIDE OF STREET RIGHT OF
\� •o‘
• !J /� q,�(,( WAY SHALL BE MAINTAINED BV SUBDNISION H.O.A.AND ARE NOT THE
--- = 9ILWETLA 4. �.x "o0a D,V�n � l ,/e�v V :ss•° RE8PON91BILITVOFNCDOT NCDOTWILL ONLYMAINTAINDRAINAGE- = WETLANDS 'a,•° ,./ �.I ° ; ,qO o l ' ��,,�' �� .'�•( . QA FACILITIESINSIDETHESTREETRIGHTOF WAV AND ONLY AFTERFORMAL° YYd po ,c�,�1° ACCEPTANCE OFTHESTREETSINTO THE NCDOT SYSTEM. SEE RECORDED/'`•-�/�� = TREELINE 1' �� -• e+ �& „�I "q 4 ¢' ] 0 {1(�,Lv�'p (�• 7/� f'.J�0 °•//$$ o e • •
�,`FINALPLATFOR ADDITIONALDETAILSREGARDINGMAINTENANCEOFo. �` , l , N j' O c`3 .7(JP d rX- (7 O, .,�' ° �]k�'EASEMENT AREASOUTSIDEOFSTREETE:NA NNAT:si .T.
-�-� =TEMP DIV DITCH Q , ° c,�' r °A _ , 1 /I p'`"�1 �•A' .0 I o LJ ,o ,v. YQD-5 `*�.�_ /415 :4 Q� '�'•'� 12 ye.,�a ap° PHASE 1 gs �--�,,,'ql \�. �� ,,,,,,, �O,y -7F, a �°�e0 p �' "aA1°! q ). .�ja 9 �� a ° ovo 20.0Aa y 4iU • ttU .b 67J' • fQ�' a ao tire.6Q > o o °0 0 1�:•11/4.,
yL d'; o •y •s. - , ,1�'• e> p 68 • ,/o\ ,o�oQ ed4, ,1 ''Q ,/ °,o�j �p "y>l q \ 1J8+D ° ° I!y
.• o l l�o ,°o f J(`J O °� T\�� a ti/'.-6 �v• c rj�' ,d•r 1'°1°O ► �g.� i. •,A �•''+T .a' !\ - '�C°. °� t fl, 4'
NN
'rti. \4 �D D T 13 il0 �•� .� d,1O o o\\ S p ,,, ^ ro * ao t�J Jj _ (✓.,��°,'!11 ]:p '. p °° o •
�.!!♦I . 'o
O ,y I •,,,,,,,,,,,,, t O or °p c • I
`- III' e / �� lbe
6 ° i� \\� c� -. a�yQ� ° ° °G - ° 0 0 �ad EI Ir �. ` � �Ci rF IcaL Buu s INr.•
O Ie fi `� B3 . o.B. \ � _ ^f O 0 0 'P 1 W b° p.� :1,'` ' 1 • f o a P 833Q9� '4\ • ° • •u Q �y 4 _-_- � Y Y :[3Q]a/ L° o V�°'' ' •(' /I,° VP �m re eI° D .�j' • _/ 404 '-�19 5i�`� L. •ram,,d 1n N VV- " ZONIND R-RO
T
. 6" ,. . :G� , . � � L OD' a .4NOTES ` .P .. � 1' _ .� r 1EREAR15'ORASSHOWNHEREON ( ' o f ,•••����•EEE...g... �'
• / _ ° //i s D o • ��1- y e( O - ° ' r •• � I'• " � 0SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REQUIRED, ° r- _ _ Ar,r � `` .® pp ✓ 4 p/// p/ • _ � PUBLc - - -+'
4.ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20'RADIUS AND PAVEMENT INTERSECTS TO HAVE 30'RADIUS.' / ° • • �,J .E, ° WO �:• q O
5.TOPOGRAPHIC DATA BASED ON NAVD 88&LIDAR. i 0� o ]`\ '� I�� • C� b /i7`/y,"� rk; e q •°� ),, 1�, > '-_ ,C • 4 • J �• 0 .4 b- eU-,. ° 0 a\ . iv, 4BRANCH
6.ALL CUL-DE-SAC WILL HAVE 40 EDGE OF PVMT.RADIUS. O 0 ° \!
7.SIGHT DISTANCE ARE 1=70'AT INTERSECTIONS. \ +'- ;,II`,q 1 D %/� �___• b d G. • > (� '\.�E Qa Q, o ',d d �' 1 TRACT DATA
B.DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT STREET INTERSECTIONS ACCORDING TO •
A° p .O 3I 1 Cil 4 /4 /�° v/ o /,•o °V`� ° -� � \ PROJECT AREA 82.SB AC,(2,72S,BBB,BS S.F.)
,4' • lur -.. / 4j •: 0. 1 _ 4 o o e PROJECT
ARE =62.58AC•(2,7 5,AC 8965 51,174R95F)
STATE STANDARDS • QO \ R , ! •.eu1 0 O ,,/l//fr# ,.1 r ,. �('� _ _ I Q
avaNR•rox e: LroNd \ j �+// "-.` '� �' °r o! AQ EXISTING LOTS 1
Wir
9.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL CONDITIONS PRIOR TO CONSTRUCTION STREET B "]N• 1 • "s� •\ ° r i %/ Is ],.J '_, O �i4 .Q ° C1 v'q-' '1 �•r"- `.1 ,'- 'Q. PROPOSED LOTS 87
CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH N.C.D.O.T.'S COMPACTION STANDARDS FOR ALL ST 0 Me. b- �[ ' (�f JP" 67 l 'i •
• d GS 0 v °U. ;kr; �7 t d+ AVERAGE LOT SIZE 488 ACRES
CONSTRUCTION Z0 1• °� R� ,•', 1„ 0//)`4:C'• ° • B� ,°b •°O •/`,• . . V%7' "�'o 'a LARGEST LOT•LOT 67(309,115.23 S.F)
10.SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND SWALES AND TO STABILIZE SIDE SLOPES ESID Nn sE 5\-,.-,* L,3 4�� a -p / jp} •!�;.' I G 1. J / •••O M. �'
PER THE STATE'3EROSION CONTROL SPECIFICATIONS. V` "isl '�U / CZ� . /'Z /v d Dv , - ' „°°% I;� J✓}may'.} o i-1' o _ SMALLEST LOT-LOT 8(15,000.083,F.)
11.ALL DRAINAGE PIPES TO HAVE FLARED ENDS. "66 (S G' ' I Z,P �v.' pMe�. a • .T •i ,9 P •
/'9. /pC�� OPEN SPACE AREA(TOTAL)=0
/ yes' :-'`.s l, e mA °L•e,.ul•ar.antreew.v //,/�' •o W JJ.. PUBd3:: r➢3r:�- (((Qa a d• 0 3,454 LF OF NEW STREETS
12.ALL HOMES TO ONLY FACE STREETS WITH AT LEAST A 25'MINIMUM BUILDING SETBACK. ->_:- ^ J/Z nina.P+I•rv••ae '/f / 0 0' ' a(, �i ,Q. Vd B• •CY pIJ.CE 80' r .� / * 0 TAX MAP 1138 PARCELS B1882
I TO ✓' �"' r �, - Pu•a•d"l anal•ua eme•I.. TMP ',ary o• \1 o EXISTING USE•AGRICULTUriAL WOODL4ND3&RE3IDENTInL
13.CONTRACTOR IS TO CONTACT THE N.C.D.0.7.MAINTENANCE OFFICE AT LEAST 48 HOURS PRIOR / Y ay, °• ,q�}
PLACING ABC OR ASPHALT ON ANY ROAD BED THAT IS TO BE ACCEPTED FOR STATE MAINTENANCE. dr --•�,Tl •I•d••:4 Skimm a 1 / Y/. v[ e° _ �, �'r.• .nyu �IV•� 1^ ;y• V Q ✓ 0
14.AFTER ROAD IS PAVED,ALL HOUSES UNDER CONSTRUCTION MUST PROVIDE STABILIZED CONSTRUCTION � !" 'µRmm..dmrr.mw r Pm�y f/-.' `r r�` 1 PROPOSED USE-RESIDENTIAL
�' arwwuh clB un r °•,a �\\ ZONED-R•15
ENTRANCE AND KEEP IT MAINTAINED UNTIL THE PERMANENT DRIVEWAY IS INSTALLED. \'M T `�'� �.� wT �. • .mw.nar•wlrw r�y�b ' ' - _ �""' A,> �♦ ,',1 • P �' 40�. 2•; WATER-ONWASA
V'�IIP j `` �7�Iv: • .,5� •.57., °s ` SEWER-INDIVIDUAL SEPTIC SYSTEM
iS.ALL ROADS TO BE PUBLIC AND BUILT TO NCDOT STANDARDS a 1. /' '� ram" � �� �J �// = [:� ° ^ � 4�T'-'mot 7 I ° Q 1 w • t A a' ti• f t►, J TOTAL WETLANDS=556661,63SF.12.89 A0
16.THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT R/W. l � •/ . �� \�• 1 y s -6 0 W� i.. '1� 9, .� .. � V O. �,1} V
`_' %,,yy ` • [L 1�]3 ` ° / FIRE DISTRICT/RATING=HUBERTI6( )
18.ONLY Y ONE APPROVED MATERIALS ARE TO BE USED WITHIN THE RNA. •b �'� '� ��. /,//4y \ ` • ^7' P a 0 I j m .:Ic o O 1 ° 1/ Y
18. ONLY ONE•SECTION CAN BE DISTURBED AT ANY GIVEN TIME AND EACH SECTION MUST HAVE ADEQU;u n� O 'i�_.� 4_ ^•�`�11 /' p J^ D 1 •r o J""' Co TRACT IS NOT WITHIN 1/2 MILE OF VAD
OROUNDGOVER BEFORE THE NEXT SECTION IS DISTURBED. r� ,�� • /,° , � ���J ` �'' ° • I I "v�
a L° r 1J/ h ��' o l f. 'A� PHASE 4 t -1
19. NO HOUSES.BUILDINGS,FENCES OR OTHER STRUCTURES ON SITE(UNLESS SHOWN). .1 \ c, `' _ +• FRONT _
20. NO PORTION OF LAND I$LOCATED IN A 100 YR.FLOOD ZONE PER EFFECTIVE FIRM 3720832800K DA �L ` \ ` o° °c "" 0 \�'q � wa11 P° fj •p ,r , r. � Cy ;�• , 11 I ° -• y Q N SETBACKS R-15 ZONE
6/19/2020. •` ',7" 1• " ^° d) `'' 7/.*,/-1 �-'. u`�� I(? ., ):.lik - WN o ,�r a ) REAR = 15 ( FOR CORNER LOT)
21. ALL PROPOSED STREETS ARE 20'IN PAVEMENT WIDTH. Y , / l > T
22. A PORTION OF THIS PROPERTY IS SUBJECT TO 404 WETLANDS AS SHOWN HEREON.THEIR DELINEATIONd9 r..,, (�' o"' �, p0•° \ \ '➢ " ® 6a O ° Q` • 1 I� °° j
' Total Acreage used es basis for Slormwekr Permitting
CONSISTENT WITH POLICIES AND REGULATIONS OF THE U.S.ARMY CORPS OF ENGINEERS.LOT OWNERS OF h / , MO 0 O ° /�'- '�• U ° 0 ''. �' •� P OO o• ° °, S 1. °.2 1 ��M^\� 9 9
/ ' r'd�� eaa M •
o
WI -OLD SIDE 6' 20' O
AFFECTED LOTS ARE ADVISED TO CONTACT US ARMY CORPS OF ENGINEERS REGARDING DEVELOPMENT \ .:��s r % . °
\� e unin
•
WITHIN THE 404 WETLANDS \ 4 p p a ~/ `�•° �\� ��r„�..�: �
124-THIS TRACT IS LIMITED TO MAXIMUM OF 20 ACRES DISTURBED LAND AT ONE ' o 4 ds, /0 T. ,4 '1p , St• 6 a-
23. PER I5A NCAC 04B.0 Q. ,- � �j{� �.,
TIME THIS SHALL BE ACCOMPLISHED BY PHASING THE DEVELOPMENT THE DEVELOPMENT OF THIS PROJECT. \` • e•0° O, S -• ° I , • '�0 '�) \' • J J� , 0 • EIs4- a
c 0° °♦ 7
/^� �,..'' t, . " `a 4• �,`: _ 1° Permitt nc Set
24.SSE&A ESMT.(IF ANY)TO BE CONSTRUCTED 8 MEET THE REQUIREMENTS OF THE ONSLOW COUNTY SUBD. Q r 0 ° - V <�� A
ORD.SECT.609.4(D)(6)THE TURNAROUND IS COVERED UNDER SECT,609.4(D)(5)(4). 4 6 O 4 , ° _ °° a• P �['� �Q,i 'y��4, ,. o j-f .' '• 1'4 , �-,;s(, .,.
A WATER MAINS. WW . z .x "\\.l�1`�` ,-r t' ' r�'s.' , ` �' RAN (a P rs> NOT RELEASED FOR CONSTRUCTION
25. CLUSTER MAILBOXES MUST NOT BE PLACED OVER ONWAS , � ,- ,„X
26. NO PROPERTY OR BUILDINGS WITHIN OR ADJACENT TO SUBDIVISION THAT ARE LISTED IN THE NATIONAL a O p •./`Y'' (R ,.✓Cb„ • j la \1\�°"- D I1.=• L t �7. / `11°• TT„' � Ss'�• x O �° 0 q "*L'P 6
REGISTER OF HISTORIC PLACES. 6. • pv0 • (7 e1f �J °1 > ��� '�a • L'_.
27, ALL EXISTING STRUCTURES ONSITE WILL BE REMOVED. •, To 'I`f Cuav 4 n � l •p•L(r . 4p -L.._Dg_NC.
P .0 A' ryA ; ' ' lit 1 • a P 't � .. lh,,, t7 `O Q ,:.:Rap
•° •p Rp �` aL �� >a > >/// ,_D.E. �. ,6 �, a. fr . .5'o i eaP� Q 1V�� _ I�nCX SEDIMENTATION EROSION
a� p/��°y� EEX oa� y ate, � b !�; i !r ,e CONTROL PLAN
IvvvU tia4 7 d i_- J ��.v ^`ram . 9� ''�0. °- r �t3�
888 till, /---jt: SHOWING
•
. *° H= �� Crystal Coast Engineering, P.A. °'e �� e.va R + ' O , \y^ le
��1 �; - . D ° p ,��� ``� t. ,;� ,E Kam- COTTON HILL SUBDIVISION, SECTION 3
$ r_ Civil and Environmental Consulting Engineers - _ ff''"� PREPARED FOR
i'� John R.Freshwater,PE n `., �( •, 4, `,•l a -
1 , r , David K.Newsom,PE °/� o �� °o D q ,Co,, y �p ;''AlaatinaL0In 000 F.aDp I BEAVER CREEK INVESTORS, INC.
�!�i� ae 205-3 WARD ROAD,oWANSBORO,N.C.28584 RooeR3urzEu 1 ,I .� P B°Q1iVL
4�. ^ PHONE.(B10)925-0008-FA%:[phone] D.94090 P.M P D ('CAI /� • I \ / WHITE OAK TOWNSHIP ONSLOW COUNTY, NC
/,- ` TRACT 1 ~'"�v v�20 BH IODBM BL80 PUBDVSON \
' •�] �'.� • I PREPARED BY
lII,C.�Ya • 3 BUSINESS LICENSE I:C•2553 22 /•
'. MB'NTIAL ,`+,•.� E p � L �- JOHN L. PIERCE' Sc ASSOCIATES P.A.
i I ZONED RA b `1 �^,� O REVISED 10/28/21 EROSION CONTROL
RESIDENTIAL USE ° 12
S i ��- I o w .A - , /�'e I \ 11/16121 EROSION CONTROL NORTH CAROLINq LICENSE N0. C-188t5
\ / I. 1 � ;--. '.P`�j �N o 9 11/2121 EROSION CONTROL
l.f % I I I 12I8/21PerLandQuailty 409 JOHNSON BLVD. I. JACKSONVILLE, NC 28540
BIG CAMP BRANCH TOTAL AREA•62.58 AC.(2,725889.655.F.) 1 I�r-]y' •N, ap s,.....2 4 ' •" 5�P 2/22122 perTRCcommente PHONE: [phone]'00 DATE: 10-13-2021
AREA WITHIN RNJ FOR STREET=5.12 AC.(222,805.37 S.F.) / I!I Q•�1, ° 6. C� f % I'�-{(� I 5/18Y22 per TRC CAmmente SOALE: '1��= 1009 F.B. 934, PG. 49
AREA MINUS RNV=57.48 Ac.(2602,984.28 S.F.) ^4'pu ,-, , q 8 Vol4. f•"�`
DENSITY•(2,602,984.26S.F./15,00D=188,87 (� ..krr1nr•� �)°, V"� �,Fp� 8/2I2022 per NCDOT JOB #2020-20000
TOTAL NUMBER OF LOTS ALLOWED=188 LOTS 1/Is 0D 1.t!"4..gE oQ R i�`r/� / ONMER/DEVELOPER: 7127/2022&8/2/22 par NCDOT
TOTAL NUMBER OF LOTS PROPOSED=87 LOTS • p9-.es o `rl„-vy�l�' BEAVER CREEK INVESTORS,INC. 8/18/22 Per ONWASA 100 0 50 1001, 200 400
'¢ 0 D' o P.O.BOX 1685 9/0622 NCDOT
• REFERENCES. / JACKSONVILLE,of 26541 1/02/2023 NCDOT MO ��
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D.B.S407 P.971 REsloexrsu u9e TEL[phone] 1
MINM.a.79 P,007 J SHEET 3 OF 13
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