NCC232573_Site Plan or Location Map_20230829

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EROSION AND SEDIMENTATION — \
EXISTING ROAD k4 �'• tiN
1. Sediment control devices and structures sall h be installed, ..___-____._.__.____._ y4r
maintained and amended as needed to proWde effective •
control of accelerated sedimMtatlon until the eontrIbuting •
otereheds are stabilized. -------- --"'-'----.� 1 -- ,
2. Cpp,etElf,(:,tion Semen.: • /
A. Notify Engineer,Owner and Land Duality Section prior •
SCpn.
to beginning etruotlon. :'Mn1ND
B. Inetoll etebXlzed construction trance. ---- N'D aq.71'Oa0A0
C. Slit fence,temporary diversion ditches,wn and sediment trope Mdl be Installed where shown \ R/W R/W
and on all do elopes of area.to be disturbed.Follow maintenance requirements as Mown on on
the details Meet for every erosion control measures. .1 NOW OR FORM, };f,
0, Excowte temporary sediment trope and divert ell surface \ ✓ suet E sL CE s Aim,.H MANGE Oe,+e75, '
drainage horn disturbed area to sediment traps. • w zaexaccmp RA C 7 30'MIN. UN Nish
D
E. Install Proposed awales fusing Erosion Control Blanket oa Mown on data)and metal Rock • .2 „_a,`uv "MIN. • LENGTH N^Wsa
Check Damns. J THICK N.C.S.R.1105
F. Inetoll Starmwgter Structures and Inlets Protection, 9° 1 �GEOTEXRLE
C. Complete rough grading neltl,..Install
erosion control devices as necessary. • • FABRIC
H. Complete Noe grading indicated..
Install wrtaee treatments(aeph, / \°yf 1. " 'j:;. VICINITY MAP-NOT TO SCALE
concrete,or A,B.C.)as indicated.. - d/\ Os SECTION
I. Stabilise(seed and mulch)thew areas not to be paved and/or built
upon. Provide Temporary Seeding if not In recommended..ding � n 12 MIN,
date.for Permanent Seeding. "y 'T't{' ( NOTE) acrnAwaer merax wvl
J. Maintain erasion control measures on needed t0 assureISAACDONALDJENKINS b Q e rAaue aft eaulvALznra ro wove
full fu tlonallty. s p PLAN VIEW ��METIi rove aft wRc AT elm
K. Upon stablizing site with permanent groundcowr,remove wad- IaMHO 000E.RAM ,/ C y�4 __ <MOE *REHOOKE0 WO
d re-eonatruet swots.per.wale detail if...eery. J� g, �' o,._-r) Donetrurtlon SoecifladoOp PREFORMED aANNos MI METAL POSTS.
• L. Sod,fertilize,and mulch ell disturbed areas within those timehomea: j
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�IV'v-- ,� •\ 7I10 H c 1, Stone size-Use MSHAiN21/2"to/")or AASO Manlw semwwr swno<.I.zw,1HEDESIGNSTANDARDSIN SENSIPVE WATERSHEQSN+ -�-- , .+�ryJ.� I Ncw ax FORMERLYiUsa mould wrtw na Izrm Is arn000'�"� + v w '�7 AWEMIRS`CODE'T u eau atoneARFA 01RfRIPTION STARiI I7ATION ` ? r�V V ~Lbtl U /� ° 4. Width- Not lees than full width of ail points of
0,?° ` U !ogress or egress. Minimum of 72'.
"High Duality Water Zones 7 days None [ y) ei+1_ L 0 ''S (,,l 5. Washing-Wnen necessary,where Mall be cleaned to
�2` ��1 f J/. w�`; �� remove sediment prior to enb'an.onto public right-af-
°Slopes steeper than 3:1 7 days If elopes are 10'or less In length and are ��� , 1� .$ °i '�')°"".',q<' / way. When washing le requhetl It hall be done on on
not steeper than 2:1 74 days are allowed ,/-- a� �/ h1r� (///� +F'• ores stabilized with crushed atone which drains Into on •
r ✓� \ so 4// V. Hn approved sediment trap or pediment boein. All sediment —
+Slopo 3:1 or flatter 14 days 7 days for slopes greater than 50'In length ""- �'��`"'�+3' ( /� / NOW OR FORMERLY shall be prevented from entering any storm drain,ditch,
W rAPAARR mzsa LLC or watercourse through wee of sandbags,gravel,boards z4"
• •All other eases with o • ? / / Lµ� or other approved methods. •
t 7 C,—,.. ,,,, ,.. . , .1.....,„_....,,,,,, i,.,,,,,..,,,,. ,... ..., / ,oafs e.avNncE 8. Maintoanea-The entrance MNI be maintalnad M a slopes Hotter than 41 14 oayn Nona except for parimetere and HOW Zones ✓' S- / Neil cal[ail a
, f%%. xo tlillon which will prawn!lraokM o 8pwin I
L. Upon eetabliMment of permanent grou dcover,remove accumulated $j p �'/%� sediment onto public rights-of-way. This may require ice_�;,sediment from atormwater storage basin and restore to dollen conditions. ";.� 4 f" t,?/(e?
° \ perlodie top draaeing with additional atone asgwnditions _--
3. Seeelinu SowrJfil,Rf,(yla `� - �/�',�.R,.7,"" S ' �r•",r_, demand and repair and/or Ieanout al any measures used to -- '-- NgrusAI stall neceesa yomechanical erosion and eedhnentotlon control practices �\\ �r'"- / i,-,- + (�(Ftrap edlmant. Ali pediment,spilled,dropped.waahad or ATexv IY 'mina
nJr In or In h cad i n traaksd onto ub I s hment. a duet a demo
before weding, nd complete g ad g act d g to t e appro p a. \ \\ % "T` o• .f"` P 9 Y b cadM= -°w=N w"> 'mw Iwo rhea a.Fa�mIiwroLima and fertIlizer nods should be determined by soil test. Contact � \ l .w '-r Immediately.NCDA for additional information regardingg tasting. When son teat are '� a t (» ""("'
awllable,followrates ggested an Individud specification sheet for •\ (-l,,.ntJ •° \ _
seeding mix chosen.Apply lime and fertilizer and work into 4-8 inches of `•, `\'� 1'^'''l- 1 S © /'' _ _-. Temporary Co n+7t c n Entrance „m Pon AT Ill on comp mow..
eon by disking w other suitable means. Operate muMlnery x the contour. .^•%\•T �'^-�+• �I p / `�1 --� do
When using hydroseeder,apply lime and lertillzer to a rough,loose surface, �.�\),r:,y ---3" Le - cC)`.r-"" 11( R�1) �1 _- -
/1 °; Construction
Complete seedbed preparation by breaking p large clods and Hiking Into �- �'• ° °(S P r� '�
smooth uniform wrMoo. Broadcast seed Into freshly loosened seedbed \~ \ ) dr d"'srgyE f`y"^" �,� ` 4 cg 6 l .f NO SCALE
that h a not barn:waled by rainfall. Seed mixture shall be tlietrlbuted \ 'ssT-"ON�� 1 ( 1(, �v� 1FORMERLYaLwuO
uniformly cool covered with lean straw mulch. All mulch Mall be crimped ,,ae gk[Ml O so _ ,j ��� 0 2 ° ./`' °A d //rN`L cuans L,sNaL We P06vx M.s'n Silt Fence Detail
asphalt tacked to help hold In place. Material and application rate ��\ hh \ti \• ({ 'M/i /f �'„r'��•V�`7 3. • 20..coo.
ore an follows: NOW O PADH� M +.. \•4-�+ ,�.....LS/./ff/�I/�/ ° I S{ 1:4°.-
/J'/1 Y yff �i��'-`Jypa 1(('/� • 3 NO SCALE
w ('titre 'l,'`-' !. . i) i 'LI 0 F e ./I i 4j,Po ,�,... U=T1Q'_AND MAINTFNANCF
TEMPORARY SEEDING rTs Rs �- _. `-- �pr (�( q '' J, � Evrp
Seeding Mixture: Wlnter/Eany Spring Sum Fall xaxlNn COUPE.HERS
C� :..--�;,-'-���.,- \ l\4. '' Inspect onto week and after every rainfall.Make any required repots
enemies Rgte(Ib/act RatE(Ih/act Retdlb/eel ;"U= �„ e �"�: •�..� �.,• S )1 t \ � Immediately,Should the fabric collapse,tear,decompose w became
• `�\ `'\ f S l =- -- WNW.,replace It promptly,Remove sediment...Its as necaeory M
Rye(grain) 120 -0- 120 ,/� •`'.�_,,,,.,,.'ti.�"u--, I - provide adequate Elora volume for the next rainfall and to reduce
•A V""\ �J,��J o �� -`r-.,".. I C(y 1 I a�-(� H P a qua o ge •
Annual LeaPet (Kobe) 50 -49 0- / `�k'C'`,.Q �.(p rSp'E� .' --.: a* ��-.i���``"�.�^�'\ (_ 1 � �.'' the fence.Take care to avoid undermining the fence durin
Gorman millet -0- 49 -0- by 1� �9.- -.- ` ..� '\�` CC- / pleasure an ; g
\q f y, �'.+-`� �, �• j / Isanout.Remove all Iendng materials one unstable dimet...It*and
�` (�// �,`l �')`/:_'�y:"`• �� Jtj/JOI�1 / bring the area to grade and stabilize It after the contributingdrainage
� ``' (8`% ,\C area has been Properly stabilized.
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PERMANENT SEEDING ('l- G�
Seeding Mixture: I �t1 � le "'``' ���" • ,.f r�f�' �� ° xnnlwe eaoE Ra " p
SQagtea. Rate(Ib/9g), 1 '<, , 7 \\:\~^i.vc /�. ) o • 1
Pensacola Bdllagrcee s0 / (�\\ •Z�:�. .a l�o ti :nq_ "'�. r /�' ° •,';/"',,.' I I'4
Gammon Bermuda rasa 10 \ � a -- • ` � �/ /
German millet err 10 , a '�" w • 0 4M' / f r DISTURBED AREA = 4.2 AC
Seeding Notaa I °� o �� "``���\.�; o ��-"' �(J,I�,,',., .;r' /J° II RECEIVING STREAMS:
1.Where neat appearance is aibi vcs 1 1 � �, `-� - �' .`'- ,`4`` �� Y'J"' ♦ °.ea IJ 'i I I. 1 IYELLL7AI9(SECnoN 11..
Is dashed,omit seem°. 1� 0"'vim ( �'""' ` j'1/ � o / 1 I 1) SOUTHWEST CREEK l'a ARev. 4.19 ACRES M82,40004 SELFT.)
2.lies a on Bermudagran wly on isolated sites Lq �- I TOTAL NUMBER OF LOTS P
where It cannot becomea pest. Bermudagroee may , ,�{, \ a -,v--\• -','ti\� L" ,,,� o . 0 0 �,l//"� i�tt t, STREAM INDEX: 19-17-(0.5)
be replaced with 5 b awe c t'edNom �� � 5 G I TAX MAP&PARCEL NUMBERS -PORTION OF MAP 318-42,PARCEL 020215
/ sun Ip .arse. N_ I °t�,f, ///.p er=1\, ^:�--'.� o" . p.--'_' o, ""`c't rV '/e. /u I u)1 I'1p I I CLASSIFICATION: CiN$W PROPOSED XISTING USE
-RESIDENTIAL DEVELOPMENT
Seeding Dates: y ACANT
zGNlnc CODE. w ��1 ��/�/� ( • y,\� o _�f ,o p�s,,, e • I �iggg'�L 11 ZONED -alAisLaw COUNTY WATER SEWER Aun+oRrrr
April 1-Jul 1S I ti Ill / o ,���"� �\'\ (� \YrY>v;" e°.,,`. p S�-I ,cwea -NmwouAL SEPTIC erected
Shc Amendments: -� a ( g p ������ '„'✓ 4 '� �n �/ qa • I �G S, SOILS: GOLDSBORO FINE SANDY LOAM & FIRE DISTRICT m Ise RATING -.-HAWS RUN.Isis
1�.,] ��..,, �,,-�•q \_ I NORFOLK LOAMY FINE SAND
Apply lime and fertilizer according to a soil.teat,or apply I a t (/` A° ° .E.1 1' ° ,m"-"'l 1 a ) ,/
3,000 lb/acre ground agricultural limestone cool 5001b/acre 10- ��' l�I 4 G�° 7 a ` �$° f� [�' _t,_�a-CJO o ,n,.p +�aq /,. T < d r '�`-/ I N'j BI
10-70 fertilizer 'J 111 t 0�. �-.,VH
�„ ,`\ q/»,0 • ��j y, � '•-- � ,`���•� Vim`'\...1 i... I
MuIMApPIy 4,000 lb/acre grain straw w equivalent cover of another 1.\'•
�1 `1 47 0 f}� • d �\ - -- ...o ' �j�' \� a IN 1 ',suitable mulch. Anchor by tacking with phait,roving,netting, II ) i /1 ,< ° ,s S 1'°.�l�/ o ,,,_. `^,,,-. , NCE•q • p0 ' `(�.
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or by crimping with a mulch anchoring tool, +f� \ V �'M1 "� ~ ^ t" "�/ �' 1.7 I • ' O I,
Maintenance: (/•� j)1)I ) '� A.°' • L- •
'I ''
Relertllixe the following April with 50 lb/acre nitrogen. Repeat I ` " )yj • aLS „ 1.1 � 'PL I i
as growth require.. Mow ae often.needed. I °s 1 R "'•, ,n, p ' '14� ,/ S' ```���. .(7 •Cabo •I g S`, , N4b
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4. Contractor is reaponalbie for moln4alning all erosion control .,gd�� �� �r� ° + 0 `N, • `> q' I ./ �
measures and fora ending treasures as required to prevent As'A. ',r.(1 - S I
accelerated erasion horn!eking place on ile site, a S 9$°•' ° `',�'mM r' , \ I s 11
5. nce.all areas how been stabilized,contractor le to remove I � P ` 'i'•
temporary erosion control measure.,degrade,&mulch to I x \1P / ` " ° ieeatabiliz these a eam �'°�\ pmO A g l a 8 \ °r�,� �1 v ° qI _ I I 118. For additlonoi ruirements,sea the approved erection °�+ \� �y-� Q ?e°'r I1r,r
and eedimantatlon permit. Q d' M2 f ^`-�, e' ',m- � � I 1{
zifi
FGFND: NOTES: ^ ( As'f } ^o s� • ^'.Y / I u i
EIS m EXISTING IRON STAKE 1 SETBACKS:FRON7-40 CORNER SOS STREET-20,SIDE-@',GEAR-19'OR A5 SHOWN HEREON(ZONED RA) • x f ` ° �_ �_ �' I 4 I I 1
DP = EXISTING IRON PIPE 2. ALL EASEMENTS ARE 20'DRAINAGE AND UTILITY UNLESS°THERMS.NOTED. 7'-IJs• 1 W T•r' I`
D. SOW_DISPOSAL AND DEBRIS WILL BE HAULED F REQUIRED. l its r •q I /L sl •
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ECM EXISTING CONCRETE MON. a. sICHr DISTANCE ARE 10'x7o'AT INTERSECTIONS. >.� l S , 'A ae r
I 1,JOHN L,PIERCE,CERTIFY THAT THIS PLAT WAS
EPK EXISTING P.K.NAIL 5. Ir IS THE CONTRACTOR'S RESPONSIBILITY To VERIFY SOIL CONDITIONS PRIOR TO CONSTRucnoN e �aJ✓"�1 ""--VV ,y y � DRAWN UNDER MY SUPERVISION FROM At UAL SURVEY
SIS SET IRON STAKE CON1RACTOR'S RESPONSIBILWY To COMPLY mru N,CD.O.T.O COMPACTION STANDARDS FOR ALL STREET RAEae�vnxoY"F o / o° '� $ `JI 1°1 1I MADE UNDER MY SUPERVISION(DEE 11�j ,SHOWN
CONSTRUCTION. S y� 1�pj} HEREON 'ar'
SCM = SET CONCRETE.MONUMENT B. SITE TA CONTRACTOR FOR TO TORERO SPOIL PROM ALL DITCHES AND WALES Awo To STABILIZE:ODE SLOPES PER MN°cool9 NA S5� •
J •$ (' A 1 P f I ); THAT THE THAT ARIE5 T
SPK = SET P.K.NAIL THEALL HO Es EROSION ACE STREETS
SPECIFICATIONS.VAhl AT L '�-, ° , II AS CALM INDICATED; THAT THE
RCP REINFORCED CONCRETE PIPE T. ALL HOMES TO ONLY FACE sraEE'rs wiH AT LEAST A 2s'MINIMUM euaolNc SETBACK. I �" s eo "r >a I AS CALCULATED IS is iD,000+;$1 MY yt 9
a
"oe.e7e Pc.s
Le
ID = WATER METER 8. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCOOT R/W. J _ 6 2 _
CPP = CORRUGATED PLASTIC PIPE S. ONLY CONor aPPROVEO MATERIALS ARE TO BE uSEO mrwn THE RAN. P ~~ ' Ts``. �•"Y. .' ) :`;-'0 A. I ,i i ORIGINPfL 51GNARIRE,LICENSURC N EL2 SEAL
WY = WATER VALVE. 10. NO PCRPON OF LAND IS LOCATED IN A 100 YR.FLOOD ZONE PER FFECTIVE FIRM 3720432400J DATED Tom- ,d b31.39'E cad. ,? �� i - II 1 THI$"s;;{y,DAY OF__A z +_ Y,92,L.z8Qg.o,r •
GE 34.
\)1
11/3/05 AND 372.34500J DATED 11/D3/05 TRACT S N01 AFFECTED BY PRELIMINARY FLOOD MAPS. , /
PP se POWER POLE WI TIIE'SUBJECT PROPERTY IS LOCATED YATHN 1/2 MILE OF A VOLUNTARY AGRIOULTEPAL DISTRICT(VAD). "^' \w..v A L fie 1 , "'I �`�_ t I`' /-)Y y-•- _'O/';•�3UP015CJ e""
$L = SECURITY LIGHT 12.THERE ARE NO SURFACE WATER,`", WITHIN 50' OF THE PROJECT T 5� He' s f ,m' , ,. - �'�,,,} y�� ��,,5ry�' II 11 - - �l,h ?0'----
C/L = CENTERUME BOUNDARY. ill
" , ' `" V's.l �`^-.," { Mr•p l� (�"Y O O '�r 1 (13J,rG '.' JOHN L(..,PIE CE PL.S. L-7598 yfa L, 1110
R W = RIGHT-OF-WAYm $ 'S•.,, y g g 'i fIa 111P111
/ i3.LOTS ARE ALREADY CLEARED (FARMLAND) AND THERE WILL BE E dz F "9uvtwc- '8-i„e, @ 9L F'EN'2?-1 $ Sltr
. w ,aHNn
N/P = NOW OR FORMERLY I $ I b g § A" I i
NO PROPOSED GRADING. ' t o wAedEa, a.ro, +E,p p a 1
dFH = FIRE HYDRANT AS. gym, ZONING awE,RAL,6 �s. E ,E g „ ues s T Es prq.,ey;. Aries Aarn' „9,s r 9
INV INVERT E : t! k s Eel,.
c GW = GUY WIRE I tq,I4, 41H R :I 4 T °. Y4 r�,,•/�'/v n ,�'��^.� .6 der./ a /y� {� �]
SILT FENCE gg All -" Q. '' Y ?li Y"'°o 'tom g Z t� I I I i �„,.r I I ( I I `
R -E- POWER LINE , FA L& p " - 2 `_�` ace ".tT " ,f I ,
w W
17
CP = COMPUTED POINT } ) R z �,' ` ° C- ,1 , 1 _' �.�
Tp pp CONST ENT a �, . -_,.. __ _,__ 1' N./
. S7 = 10 X 70'SITE TRIANGLE I I •,_f),. 40 uei ,9`-" _ _ .,�.V �, T t �' N,s>s3,e3> '�
E.0.15,= EDGE OF PAVEMENT R/w flea ST[Nri 15 V. NOT RELEASED FOR CONSTRUCTION
_• = DRAINAGE EASEMENT /O.E. - } � ,� t l• _ • u4GGe11x
S.S.E.-SANITARY SEWER EASEMENT J .' N T- —= G .'' I -a - �'^"— V' tl' I •L',E SKETCH PRELIMINARY PLAN
D.U.&A=PUBLIC DRAINAGE,UTILITY&ACCESS EASEMENT �- 1_, - 1' u7""' 'nT"'a '1r`"��`
s ic _T' -_'—' '�'_'-'-_- -- �_' 1_ _ - .y:.—a. "",,,,t--,,...r_`�S_- r—r_ '�° I GRADING, DRAINAGE & STORMWATER PLAN &
U.E=PUBLIC UTILITY EASEMENT - 77r -�' --=.,-, �_._-_.., ^ _,-, . ...Tern--.�,..r-, C r. -•- ,,_ -.ate„•--. l
S.T.= 10'x70'SITE TRIANGLE Y t , SEDIMENTATION & EROSION CONTROL PLAN
s_d AwePOINT OF OVERLAND(SHEET FLOW) Fyn Ew 1;, ,Ee Iz� Z I 1 E'x 1 t a, i . r , ,I I L'I PLANNED RESIDENTIAL DEVELOPMENT
N H� v o I COL
ME LY c twos t131t ) I II SHOWING
G se, I....co. ,I.(ANTS OF DISTURBANCE Im I" I�I poJ m ss A 1 I Z Alt 1 i pg ' o soft ou Res b MES N., ZONING i°anE,R aMSL x I I I
r _ -,- ..__,PROPOSED SWALE �+ A alE, „.re a z w 2 m 7O w6 core R b GATE STONE
COD - CLUSTER BOX UNIT FOR m' R aavN°mac it s, `' cl l'v�m g g a i r�z r col ISM T lean • O i I
i 1�le l- _m o I k I p`'' A'^o i by° \ h se' I •, N 8_." '! I , 11 SECTION II
CENTRALIZED MAIL LINE HEARING DISTANCE n r t o g s L
wA w o oDin a cool ; } �K§f ''I I
a �,;'i RRSP. RIP-RAP SCOUR PAD _Lt N 12 32 00 F -_ 4198' I s o 0 A 5 i%1 z N. 10 a ''^ PEP PIS ¢ 1 I 'I1 Prepared for
Praa''" L2 N155. l W_..__8641' I IYn'Ila"' vZ1 a �2ro @gee d 4R Ii
m g..�"I I .I II ) GATE STONE LLC
5 'tr1 I N 1227 1i E_ 560D' 'Z w pAzrm x I viz' {5€ gq' 1 B Y ' i , JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
- --- w �'�nr1A w B ®I 1 i
_Lk -N 12 Os @ W 7o-t2' 1 r^ ;
ROCK CHECK DAM _ -_ __. I \b i r\m -K \ \ I F 1 1 I y I i 'I Lti NIB"03'3tl°W- 62.05' _-I F ' mil 1 8 BENT �, 't I I it PREPARED BY
-v-+i-r = SEDIMENT TRAP/BASIN BAFFLE G fT ' _
n — _ _ _ _\_ — _ _� I= PROPOSED CONTOUR W/ELEVATION I8 fae0z_ —°--__,�__ — - ORTHCAROLINALICENSEoC-18- 20ata, • o I ', - / % REVISED: 8/24/2020 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
uo N 42'2e`4i�e _7a' 1•a la"'G I1 I 1 L1 , ' / //- — - PER STORM WATER PHUNE: 910-346-9800 DATE: MAY 27, 2019
G -- = WETLANDS 2_11 S 41'19'88°W__-----61.6a- 'n
Lin 1 % SCALE: 1"= 100' F.B.928, PG. 3
TREEUNE L-12_+5 39_50.15_E -_-.25.00= • 1 a 1 i WI I 1 \ ,1 I ' /
i" = Ll:i 1 N 01°°0s'20'E,t__----4.`;E, /
/ JOB # 2019-10412
I N I ( • ` 111'1 I ,/ / GATE STONE LLC 100 0 50 100 200 400
'^ RFFER,�NCET., P.O.• BOX 1685
"' MB 75 F 013 CABINET O -m JACK50NMDE,NC.28541
DB as94 P e4@ • OATESTONE SUBDIVISION
MS 73 P 22 CABINET O
ME 79 P 10 MB:75,P0.10 CABNF.T 0
FR