NCC233810_Site Plan or Location Map_20240110

/. t v �\„ / v i ,/ / ^ \ J \ Legend: •/ • <)l4(/'/ ) A des eon,tructim tine %////�%/ •// ! / `^4-/ \ \\� L� / • 1 '_\\� U / - Drcd'
( t,`/ I�..,A // �, /< •/ l ,� \ \.,v<.rJ ( \\�- ;6) CSD-Loin Compost Dam .
( (\) 1( \ `.� D.B.-96 Pg.208 \ / � // /ti r.-\ - ) ) y T/ /� \\\\ � C pas .
`' 1 I 'f t " Undeveloped / 'iS"C• ....../ /,/ 1 ( L! \ \ ) //!/r \ o� D.B.-Deed Book
/ '\� 1l F. ^f f I f d-(��-r J 1 i\OJT�/J/ JS' - „l n '' :.
\ \I -\ '--- r 1 -e / l\ \\\`. �` ` ecb-Exisrirycatch satin
•
/ \ ()\ \ -�\l . !\ /' / J// J //-,� \- \�\ 'I .� �F'ty ,, epp-Existing Power Pole 1IIII SITR 9
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n-N \^ / J !I\ J-` / $ / #' TJ J` / 1,.....) \-` \ 1 >$ '/ „.. / \/O- \ \ \ ex.-Existi g
r >J J L J /L 1 e-\\ t I �1 i \--4. esdmh-Existing S°marom Manhole •
L\J e J )\/ I / ,. ( /\ \'� \ s \\� f�-Flow
( .,o / clean Limns.\ //( Jtl �' DvkeEnergyn,y .✓ i. 1/�. ��-/ 1 \\\\ / ` i i
T mpormry ) ( and sh Fence /(( !/J , \\ Progress,LLC / // r L / r// ✓ \\\\\. - � 'r" \\\\ .-IMop •
. \IP(! 7 Diversion r'- / 1 ai Boundary ,I // 1 1( /\- ✓ /^ /r / r \y '.- M.B.-M Book
• lswale ) r /\/( (1825'R/Vt� \ _Az�--�'<i _ �r / )J 1 f` .,%o ��^/// ))\tea\ t \� Pg.-Page
/��\ 7 \ /' \�\ 1 7'�./ / `�f 1„,,,",.... feh1.9.4664,Pg.305 / 1 /"�\ _✓�,-,/ / S ,�/�J� ,//����,-^�� (I\ � i ( R/W-Rignt-af-way • Y`
^.s+\5SB#l3I
/!• \ - ra -?`.. ... Mt- ..: �.. v- ... ... 0 / ^\\! 4 __ 1 e rep-Rock Cheek Dom
l Vv, \ v \ ( \/ -J ) ( `pp'/• 55B ��(/(�' /"' 5�1556#15Y /// • `(/( 3p\�I V rcp-Reinforced Concrete Pipe
155B 9P12I\\+\ 4 • -Skimmer I) I-�J Swale y /J �� t I J.. \\ \! � y y�✓r ) /i , \\ r / - m p` 1
• C C 1 \ -J 4 > ~I /A \ -4 \ /\ clearing Limits ) '-556 -...--Diversion Ditch y'' °t
N.w ,so \ ,a { f O Clearing L miTs "��� ) ) ) -_Silt Fence Jacksonville
/� �p am) \ r 1 l / ^9 1, r <( \ anaseFexe / x; 0 1
Rom Boul aril / y\ TemPoary e \ / { y ) 5'Off Wetkuds .1 ;.aS r
\J and Silt Fence \ �' #17
x /1 ! \/ Temporary r /. n / D Ye Ston l ) { 5 Off we lands /V \ .•.�,1i� /
50'R/ I"-) Construction L '-' ex.dirrrenal�l \ Swale ( \ 1, "\ / <,J (�( \ /-
_. w -, -. Entrance < \ (0.04 9 l \ �'7� ✓4P�/^ r >mue ) / i ✓ '// l !
-
i\ >-_ _ ;�z4 .. \ \'via t......" /0 f\„� P// r_ .i i%// )..
t_{ ( v\\`-� �) \-fir `) 1 \�! -���. �%t' \\\ 38/' ( - /., rr �. ✓,v _J)(/ ty
y, �l- \';1 •,� J a rr�/ `/ Cl, / .-. \ -./ _ ` v-• .' /--1 / v1Cln1 Sketch
f \ / I r / \) .,ll „\ .,�o-'.) \ 37.:qr,. ,� v.y/ Jr-- J/v- oar. < ✓ Not to Scale
Clearing Limits \\ J n r\1 V f \ X 9y ) y 7 `\ \ }�('
2'D --and Silt Fence .4" }'.,, S / I P V -✓ \ j/- -Ea starryNaeasted 6etbork.. <� ) +_J` l 'Y' \,,( _`
a (9nP at Boundary 'j7 %�) �f J/) �1) \ > \Cl I ✓ ° \ _! f nee!n p
: '`�(/`+�►� _ � \,.....'27 27t, Notes: Erosion and Sedimentation Control Notes:
g J /T. \y /� )'' K"\\Y ) (✓ „�/ C---i O• mrmwater Is. \ !`---•r // t, ) /9, \ 1.Total development area s wooded. 1. Clean grading cantors shall at• ,r, \ f .. .. a ) ) W4d^ SetSaok /\ y `� "1 r ! \ !' \ opineClearing w'gr ng ape begin a points of wtfall release or other locations
�°jo I / :. ` '! 1 :7 \ .. l ) deamngumds "- V .x\ '`k\. .\`, A J/-\ - zNaRe t 2{' ):..%- \ \, / ( �. a Register er of Deed search done by or furnished to surveyor regarding where sediment control measures ore shown on the plan and the sediment control devices
,.,/,‘,_ \I/ I St file" \ and 5iN Fence J \J \ (. �-.-� //+l / \
,,,', \ \;°H;..:,..17...(
',}j (�. <iJP� r / / _ _ ^ \ Deed or Covenent Resinchore. (sediment traps,silt fences,etc)shall b¢rstalled before or simultaneausy w rh the
�' } r- vArea1 ) G -�( "\\"�\ �' i /(\\267 288Y 1 /` 3.All d sconces are horizontal ground,U.S.survey feet disturbancz:of arty aroma dm n'rg to the dev cerPO \\ (1 'B'• / �' / / / ` i�w \^rwa- 3 '//n n -' _7 \ 4.Boundary information taken from survey by Parker b Associates,Inc. 2 sed meat control devices and structures shall be irstdled,maiMa ceA and amended as needed
\\ \� \ \ 11 / / /� 556 .. ' .\�. (. Jof f,' \p-�'(' <`� ( date October2 rMn antCom edInFarmarion di an a ofany area r l of aining o the red Bros on and sedimentat on until the coidributing
/\ \ �„� /� "' ) . C1/ ( (. J '•4-r� 9 -� v�••W -J`�-'/</'�-"< 5.Topographicinformationwascreatedfrwna<ombimtion of lidmelevaiion waersheds are stabilized.
:,�A, �r/{I\I'`�1'•• \\^Z l \J /t^ ✓ J� ( / •��Ji !<�' ,ci " S �/" �' • • j!•% )( data obtained from the N.C.flood mapping program,and ground topographic 3. Requirements for materials handling shall follow rules set forth in NC601,Part 11.Section F.
/ li Clear'In Limits I\f ' , sb'6tanoeopr S• / )fir et / 1CiLe'j. e oti .,�y. >\ x,,.�' -�` /
• /\ / /$ t ) Vegetated sett), < � l / :> s - t-o / survey by Porkeradjusted
d Associates.match
Inc.on nd hots. B Datum.Lidar contour 4. Sections A,B,e,retard keeping,and reporting,shall follow riles set faith in NLG01,Pant III,
1, \ and Silt Fence ego \/ S 1✓ ) \ ) . ` C`i- ",`� 1\\5 ( 2 )/ lines are not ad usted to match ground shots. Sections A,B,ant C.
P/ �\7 5'Off Wetlands 7 �rl(1 n✓ i ( I `o.) ,_,,..ra .J. , \ > /. 4+t (1 _ _-4✓\ \ / J
\-` 1yy�� J / / f /¢-Te�z�1 i ( 6.Wetlands Furnished by DR Horton,delineated by Southern Environmental 1.Construction Sequence
O \.{\) \ 1 g •\ ( •)'•<'i�55B1 .,/ )r 'l^ 1,_)�'' pr )/A. \ 1( Group,Inc and Signed by The U 5 A L O E.on 06/18/2018 and Expires A.Notify dry of Jacksonville Public Works Department,Engineer and Owner prior to beginning
, / inn ( ......2 / Pd+ ( �f• J` / \-•"r \ - f�l" , / i r / 1� / 06/18/2023,unless there's a charge m the kw or published regulations. construction
\ n6 1 Pm'^ry _ •..warl /Lr �' �r k• lti /" m" / ////' / \
e
`�/'!� < '( ) v a I / 3i 7.There are no Areas Em�ro coral Centeno A as de fined Coastal B.Sediment control measures are required to be installed at The earliest ractmable Bat
\�( 1 1 Dwers on 1 one Me.J ✓ •./`,.,^>0, .,'J W/ V �B2i L> of nm (EC) f byP softer
/ 1 � ) h / vl Z. `'a J S ) ! \(< )on Grading opera begin points,'' l f \)\ `, Swale ( \ } / ( r..: i „ l t ,r�C// i iv - area Management act(cants this site, Starr of work.Cwmdi Mans shall b t low points of ouifall release or at other
I�f/ �z� H, c /,/ \/ t:-... v/ ,v �,, z•/^ `�- � �(� �.//•.A11) _ r�-✓� B.Floodl nee drawn Pram an eleeirone overlay of the digital flood map locatiom of where sednwM wniroltneasures ace shown on plan:and ih¢sedimeM control
/�\'� ��. %< "4f�'?� / I�� 'li1 \ ( („! ',\ \ 1 v. - G��r�\ yf/�✓r l(t,l �•1�1i --7 locations
FIRM WN 37017843687,37017843787 and 3701784379 J(The City of devices(sediment traps,silt fences;diversions storm water treatment areas,etc)shall be
y �,_:/- ' \- J �/ J• Js4`As / /l� / 55 W \` / / 1/ J%1•� ,!!!�C /\f < 7acs°rrvdle)effective Nov.3,2005. installed before ar simultaneously with the grading of arty area draining to the device.
`\ ,I. C/\ 1)V/ k",� 1 I r HZ �/• ; •• - / r„�) ,\ � \ %�a\, 9.the existence of utilities may imply the existerce of an easement. C.Limits of clearing will bens shown Owner may lessen the amount to clear.Confirm prior to
\/ /\ s,.. 1\ \ • ) (\ \ ..•• '✓ /i )1 l l _ i Il \) \pa/ \ start of work Silt fence shall be installed at the down slope edge of clearing immediately
CO( / { I\ • )' �� (/ { to• W \ 3 o after a lot is cleared.Silt fence shill be maintained until the lot s stabilized completely.Sin
r }A 111 J I Clewing Li is \C� < G / 1 ( \
° .. fences are shown based on h c information in the locations d to be needed to
\ • i` a^P^W and sag Fence
\\\�\\. •\ ) S ✓r 1' / l f Maintenance Plan: Po9^P expected
�•\,\\`` .�// / ' 'I 1-_ D rersi°^ 5'Off Wetlands S�1\�.• `\ I ' \/0, u\W - J trap sediment prior to entering dawn slope areas..That ishelocations of installation fence
is
net alol 6e
-\ \ \ �� -{� { � -Swale \ W. ,-,^(n�, /y✓ i,a= 7. /,p " 11,• All erosion and sedimentation control devices shall be checked for stability adjusted to the actual physical°n site topography.That is,where silt fence is not shown on
/,e'er\ `` ) __, ,- ( \ SSB /�:.! I / \ / I /// / 3 I I / 1 and operation follows p rg rainfall P topography reflects a downward slope,silt fence shall be installed.
4y \ - ,F-�- s 1 '1 do '0 - 46 #10 it i` ) ' _ ( I 16 A` week,
runoff-producing fill evert and in m tree the ion but the actual
( _ ,, I,_ �, .sue ( ! i t \ ✓'_, j, 1 �\ . / ;.;,� \I` 6VJ/X/ �'\` N' , ( \\I( I:�'. r less than once every week Any needed repairs will be made immediately to Where the actual topography reflects an upward slope silt fences not required.
'�-'�ic ,-"J ':\,T\ I,? '( '11 .\� ••:.��•;, \ ) Ssq .�\y.36/ t• }�`l 0 A ��C' ` bj \Z/✓ 6 rat, m",e, - maintain all devices m the operating conditions Mended. D./Wall stabilized construction entrance prior to beginning construction
u\A Z y_fJ PVA,.._�F=/.r• ->.`\- 4Iv �' l - / Y. ) #g \' yr( ,\\`• /�v g/'v\\' 'q: �'"L,(05, 4_ ms.KN.om 2.Sediment shall be removed from behind silt fence when it accumulates to a E.Install silt fence where shown immediately after clearing.Rough grade and temporary seed lots
ej. l'.. ,i
I'._ .-.. ,,.:;•:: 1\. _ R /, `•/ ) I c \ -'Ma s+.ns no
- ,\;..;'. _ ./R - "-&". ' ./ d, ] / > ; ytg-w.rg,to / depth of six aches. it not to be disturbed during street construction.
rr road ' < /s -'\ <�<' _••../,✓ yf I•� " \ \\\ \ 4 se.m tin 3.Sediment shall be removed from the inlet protection devices when storage F.Construct drainage staes Immediately construct sediment traps and rock check dams where
1 (�p vista) r ,'k, _- l - •'� // 1 Any sod has been approximately 50%filled. shown Within 15 days,temporary seed wales if not m final condition or permanent seed and
�, 01 / - W ^'••�•) -_// - '` ��"'- .+n-T,'� ) / // - / 4. sediment tracked onto adjacent pavement shill be removed immediately. install Swale liners,f m final condition.
�i^-fir -Ali \ �^ t-- �./-' J• I l I �y� ) !!-� ,_ _ ` j62; �/
/ l'•' 4 \/ \'- J •`-r)6,9:F mac" / f` yr r•\\.n `4` (, qq4 y,,1 _. \ \ 5.A shall
enenee log of all erns es control inspections and maintenance performed G.Temp and stockpile topsoil for later use.Rough grade street and mode and fill existing ditches.
1 /V e..or / „-F-..\\ �6 \/ 1 42"-\,-Temporo'Y p\ ) r a �„ -, <�.-. / shill be kept o Ste aiilltimes H.Temporary Seeds tya Pas that are not tobeds disturbed withinl4 days.
_ ( +..00;i6: 1 J 4 ) t Diversion \ /✓` 1 \ 1 `/ (� \
/ / / ('2 \> J_ Swale \l-.Vegamred e ek gall vv'•�4'• ('/ e �/ + )•*L \\ \ 6.411 catch basim to be installed with inlet protection I.Seed,fertilize,and mulch all disturbed areas within 14 days of completing any phase of the
/-'
/ �� 6-\I { 1 TeJAP01'01'y \yb +t i -1 S. : '92, r ) /l\` )0•� grading work.Apply temporary seeding if area is t°be disturbed again and permanent if areas
Diversion 6 r4_. ( / ) t° /..'C 1 _,l
./ \ )Temporary // Swale \\/ /.'
\ a ) ' Clearing Limits •'� s' Temporary )�-• /- < _ \ \,-
' / have been fine)graded and accepted by engineer and owner.
\ Oc ) ''l Construction// J \f \ )1/./.and 5ilt Fence / ` / ., Diversion -- \\✓ ( `161 i 7.Wetland Grassi teal disturbance of these areas shall be limited t°only that area minin.ell
y
• lC=\ \ ) Entwine 1 ,< ) 5'Off Wetkuds t Swale -` '/l<.tC/ „J\ needed to allow p
w•oo.,,el.e ro.,.<uc \ J -. \ / . 1 -, \' }y I )y .// :•.*\\ / \ / assage of construction equipment to prepare a?'th for the installation of the crossing
°ADoors.+7+ - \/C�_ �- \ (i r' /gg^ 1 / Q/• 1 I ( v) (- < \ and to execute upland construction on the o sideof the crossing.Grubbing
I.&ears.sr \ 'I .46 \ \ 1 .- b' /1 1 ,t1 :s-7',\ \ ` / / Popposing ng. or land
oa,rm tom Ex.6o'Favors, )7��^\ t 1 ) \ • J ! i > - //( I( i^' ®< -y+y ` / \ disturbance of the subject area shall not be performed until the culverts,erebackfthe
material,erasion
uam.a. " 1- A \ 1 �• -L '\)Temporary /- / -b1r \\ J / / ,/ and sediment control materials or devices sufficient to substantially complete the construction and
Permmwnt,ma Y\ \> (\y/ L. \^\ ° ) \ "Diver on ,�Pj (/,✓ } 1 \ �'•-' �/ Y ^P
Perpetual Easement / \\ \f\• sip_- f> \ \�~ pry ✓ '- Swale /I � x I /f r/ / 1 h / \%sty) \ stabilization on of the crowing are staged or stockpiled at the location Due consideration shall 6e
over and upon / 1 -F-- f_ _ , _ \ / /✓ / ..8 /. ) ) )( \ // \ ) r.. 14 / given to impendwg irekment weather conditions that may adversely affect The completion of the
Existing Rood -��- - -sT-- J / l y �g /
"g / �! ' / Q --sfT.:�- / �\ I '\ / J ) \ \ l-32/ �\ -1'' / crossing in the shortest time practicable
Alel.FG �� s / l ) // I 1/_( ( l \ /^s ry Pce cans ng wnh The City of 7a ksoredk prior a the scant°f clearing.
__-�� p / / Reaerred Pon Furore atreer romecbon With K.MaMato irvction meats
i P l a / \ \� > ) v:I \y)l f) 1 \ l / // / Adjo ring Tract Iaraum May Be AdJ^+ted contact Andy Bourlend at 910.358-3665.
/ / \,' ``�kari Limns !Elting bo•Pn.m p/w -� \ 't �-� .. \ \ �= or aaw„anan Mar Be Erm mr�m f
d,a \ ^g / ^g \ 4 --:. ) .�- 9� } Determined By Theory to log Unnemuary 2.Seeding Specifications:
ant Silt Fence Pe M.B 25,Pg 217 '_T�) \ \ 1 \ �(//
�'� \ <• / ,-\
_ / I ��`'• if \ • \ Clears Limits \ Apply lime and fertilizer and work into seed bed,seed mixture shall be distributed uniformly and
41. � /4.4$
at Bwnday / / \ fc i.''- -J /-/ /, /r.) \�>1 �l -1--'•-2 xi 7 \ ' f Ord Sinitg Fence covered with a clean straw mulch.Mulch shall be crimped or tacked to help hold in place.See Sheet
\ h \ \\ \)- / [\/ =J / ) 7y at B°anamy2 of 2 for material 6 application rates.
� • / \ I //�/// \\ • 7'•/ )r y,/ /-1 \( I / 3.Contractor is responsible for maintaining all erosion control measures and shall amend measures as
1(n /1-z f,( r - /�1 \v\ \ f \ / 4 1) 1` required te to prevent accelerated erosion from taking place on this site,until site is restabilized and
\ I \ /__ -_- I\ ( ) ) ) )I \\ o (^ \ (� accepted by City of Jacksonville,engineer and owner.
�`� ) j/`/' 1\\ (-'(/' (r l \ \\\r / �>\ 4.Upon restabilization of all disturbed areas and swales,contractor shall remove all temporary erosion
_ 1 I _ 4. control facilities and grade,grass,mulch,and restabilize the areas
cams ,uo \I <coJ v (w'1_ I'�a......1 // ( /aI •\/) /^ I A.-' .A •r0,,<I</ 1 \ 5. maintain ibe reatabilizedce contractor has lctareas ed until time when the b and site is b lots aretsoldhe dio ndividual shallloper be
awmspsrsible to
...p.a.!
ow lam e. I Alex e.o sn.car, J I 1 i> / / --/X 1 oa a ray eon 6.For any dewateriwater°M of sediment basis,Catch basins,en.,Contractor
t9626 rg or pumping
AP^w^.•as Ma 60.ny 235 M.6 z6,sg 79 to use Sediment Bags.
7.For additional information,see specifications and other plans.
8.For erosion control details,see sheet 2 of 2.
Skimmer Sediment Basin Chart Sediment Trap Chart
Sediment Disturbed Q10 Required Volume Actual Volume Required Surface Actual Surface General Top Dimension (ft) Qd Skimmer Orifice Td
Sediment Disturbed Volume Size
Basin Area (Acres) (CFS) (Cubic Yards) (Cubic Yards) Arealsf) Area (sf) (Length x Width x Depth (cf/Day) Size (in) Dia. (in) (Days) Trap Area (Acres) (Cubic YardS) (Length x Width x Depth)
01 2.7 5.8 180 181 1,895 1,950 65'L x 30'41 x 2.5'D 1,621 4 0.6 3 #1 1.0 133.3 47'L x 20'W x 4'D
02 1.3 2.8 87 88 913 950 38'7 x 25'6 x 2.5•0 780 4 0.9 3
03 1.8 3.9 120 121 1,264 1,305 45'L x 29•e x 2.5'D 1,081 4 0.5 3 Design Standard- 133.3 CY Sediment TrapVolume
04 9.3 9.3 287 290 3,019 3,132 87'1.x 36'4 x 2.5'D 2,581 4 0.8 3 g per Disturbed Acre. \\\llN1CAR��/,,
05 9.9 9.5 293 295 3,089 3,185 91.1 x 35'W x 2.5.D 2,691 4 0.8 3 - '\ .
r�N cSSB/O4.•
06 8.2 17.7 597 551 5,756 5,950 119'1 x 50'W x 2.5'D 9,922 4 1.1 3 '
#7 4.0 8.6 267 268 2,808 2,890 85.7 x 3419 x 2.5'D 2,401 4 0.8 3 ,4- 9.
08 2.6 5.6 173 175 1,825 1,890 63'L x 30'4 x 2.5'D 1,561 4 0.6 3 •4 SEAL __
49 3.9 8.4 260 263 2,738 2,838 86'7 x 33•8 x 2.5'D 2,341 4 0.8 3 • 3457= _
010 7.6 16.4 507 509 5,335 5,500 110•7 x 50'W x 2.5'0 9,562 4 1.1 3 -e
#11 9.1 19.7 607 611 6,388 6,600 132'L x 50'4 x 2.5'D 5,463 4 1.2 3 .. i•=t•Gla'1✓" yS-/y J4
012 2.2 4.8 197 199 1,594 1,612 62'7 x 26'W x 2.5'D 1,321 4 0.6 3
#13 9.7 10.2 313 314 3,299 3,395 97'L x 35'W x 2.5'D 2,821 9 0.8 3 /////A 1111 1\
1 019 5.0 10.8 339 337 3,510 3,636 101'1 x 36'e x 2.5'D 3,002 9 0.9 3
015 1.5 3.2 100 102 1,053 1,100 55'L x 20'W x 2.5•0 900 4 0.5 3
�'' 016 8.9 18.1 560 563 5,897 6,075 135'L x 95'W x 2.5'D 5,043 9 1.1 3 Erosion and Sedimentation Control Plan ,017 4.0 8.6 267 268 2,808 2,890 85'1 x 34'10 x 2.5'D 2,401 9 0.8 3
#16 019 3.7
5.4 8.0
11.] 247
360 250
361 3,791
3,791 2,697
3,900 87•L x 31'W x 2.5'0
100'L x 39'W x 2.5'D 2,221
3,242 4
4 0.7
0.9 3
3 THE VINEYARDS
#20
#21 2.0
2.3 9.3
5.0 133
153 133
155 1,904
1,615 1,44D
1,675 48'L x 30•W x 2.5'D
67'L x 25'w x 2.5'D 1,201
1,381 4
4 0.5
0.6 3
3 FUTURE TRACT
eb
e 022 2.3 5.0 153 155 1,615 1,675 67'1,x 25'W x 2.5'D 1,381 9 0.6 3
°x
Note` #23 1.9 4.1 127 128 1,334 1,380 46'1 x 30'41 x 2.5'D 1,191 4 0.5 3 Jacksonville Twp.,Onnlow Co.,North Carolina
( Owner/tleveoper: A.Sydes Construction Inc.
Contractor shall insure that he and all his workers contractors,subcontractor's Q10-C1A Orifice Dia. (in)m-V/td 2310•H)
ing
t00.3 Q-Volomwer(Cf rateW/td (Cf/Day) 100 Carolina Plantation Boulevard
e and other site personnel)do not damage construction stakes or other measures tc=5 minV-Volume (Cf)
used in laying out the project whether by the Engineer or another entity including i1057.2in/hr. td=Draw Down Time (Days-3)
'2 those under the employ of the contractor.Contractor shall cause his workers to Jacksonville,North Carolina
p H=0.333 ft For 9"Skimmer [phone]
S observe and verify to the fullest extent practicable that stokes,other measures Design Notes:..4-
and grades are,or appear to be,accurate and correct,and immediately,but prior 1. Side slopes from top of bank down to inside bottom of basin are to be 2:1
e to any associated work.notify the staking entity of any potential conflict,error 2. Side sloes from topof bank toeno k px ground are to besteeper than 3:1 GRAPHIC SCALE: 1"=200'
or questionregardirg the work.The Engineer shall not be responsible if all of the 3. Skimmers shall be Faircloth Skimmers orapproved equal DATE:03/14/23
E above measures ore not strictly adhered to.The Engineer shell not be responsiblearea per peak inflow 400 6QQ
0 100 200 4. 32566.7 sf minimumiu surface ofs of urb ---
�+, where due to damage,his staking can not be verified.For critical or costly 5.Upon cy minimum volume per acre of disturbed area
SCALE:1"=200' FEET
5 components of the work,where the contractor believes that staking May not be 6.Upon complete restabilization of all disturbed area, and approval by engineer and City of Jacksonville,
preserved,the contractor shall request the staking entity to place staking in remove sediment basin and regrade aWale, fertilize,areas, and mulch. TIDEWATER ASSOCIATES, INC.
'' area °^ 7. Field install Diversion Ditches as needed to ensue positive drainage towards upper ends of sediment basin.
61 whereitspreservationcanbeinsured. 8. Sediment Basins 05 Correspond to Stormwater Fond. Pond to be Built to Design State Once Contributing Areas Consulting Engineers - Land Surveyors - Land Planners
- are Stabilized. - Field Book:Vineyards,Pg.16-29 Jacksonville,North Carolina
Disk Name:Aced#2422 P.O.Box 976 - 306 New BridgeStreet-28540
Filename:Vineyards Future-Ermsion.dwg OLD Phone
c Rev.30/18/23 BLD-Add 50'stormwater Vegetated Setback,Add Additional Diversion Swale,and Add stockpile Area Job No.:S181025-6930 Sheet 1 of 2 (910)45&2414-www.TidewalerENC.com Ed.1961
Firm License Number.F-0108
r

50
FILTER FABRIC LTwdilmniGM1ollbeRemow.dandThe Resfe,MT°M I
Ss
in'•'• MIRAFl 100X OR FENCING.
CLOTH IN 3'-0'MID1H Trop amedf The Mare •
PART III PARTIN PART Hi . SECURE TO FENCING,EXTEND FABRIC 12'INTO When The emosenFrm Me PosnNdro l2Th°Dd Ind. .The Mao
SELOINSPFCTON.RECORDRFUIN°ale REroeraa6 SEM-rNSPEen°N.RECORDNEEPIN6 AND REPORTING SELFONSEEMION,RECORD-KEEPING AND REPonnxe ��i�w•e EXCAVATED TRENCH.NO BURLAP WILL BE PERMITTED. SedimentSuch a rner Mot
It11611 Tlwot Doc wllw0egadin°suimbb Area end in
SECTION MSEWNSRmaN ROVEEpINGm- ' ���•r\
* N. v a. 1 Sound Nos Not BeenDammed By Erasion m raulmn ipnent.me
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Reported 4'�� ,-ea sHe�ot The Outer shroud Be Checked To Insure Met is Gnv oat Wet
wM,�aevera required
wwMerarrtem setae business
wou erase Mesakrymehessine table 1.MSC spxtlon u SOT as VARIABLE AS DIRECTED BY PUBLIC SERMCES DIRECTOR Below Mei of Embanb,war. ( � •'
wellanybe kept m Nes..the uperrm the blowing oaurrenceo w' �' W '\i`i.4t ii-° Top \!i
below Inkowrdv.Melnmxaw may he weer erne Nn.wssaavm a o°rtw°meEncpMn must be apt tad4.0.me<Iweag.weer cols T.eA. bk a NORMAL SPACING 8'-0'MAX„ B We -- -- --•:a
whkhnme tafeenkoparthe Inspection. hee,eR AAew no.Droeyualeoor Wpm sediment aepreitim in a stream or welkn0. °a` mke"3tF i 1
T,sseem...ln Items pertaining Me EASE Nen hit be kept one and available. sees Ma ���$,i`iriari`i1�4. REDUCE TO a'-O'NEAR LOW AREAS. 5 tN } Channel
Mn 10 Inchwows mask.N normal Oddness hours,the selNnss lm Nan. Ib W W
eelweas•
n nue,mmewereko me n nee
wsmen my.Any time w Inspections 'mpeaiDm a Imes un normal use us. Ibl uolesk f'`t l•' DIP s)Aa g)o -- -- ----�
•
tal in
er more,
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were l a.w. .ra,w,uarw<xRler„w, MSC measure lm are I.,, iS galloons arat be cleaned m us. y'A' `1$41-t`it. Stone re }I re!••
mwvesw n•
N,Each mnlo'ranlenedP rsn6epre(regardless
e1«]4 * yW W-iyiipYi?alia.. u.o DJ r• :eN:YeYI'
'til a Ia" ock'aroma shaman e»approved use p•n •They...t00 teetmswracevote.IOn. vu W ydumv). . W y, J"� 4 *See Sediment-Trap Chart-For Volumes Is O.
Mm ]5
p W W Ji` /fM s In Channel
• ® are m.dwa Wm mast RI Reextt m hmraem substances in emend req..RuamamundwTea.311 W W�~ W W YIELDED WIRE FENCE 4'SPACE, y
measures.men.Egsam.»vae,0 of<beCean Water M(Ref,40 CYR11o3 and 40CFR 117,3)or Ym°n10E ofCSRD.A ,W W 0 •,o ��i, TOP&BOTTbA WIRES ARE 10 -F R R Plan View
1°•'nvowrownioievibr°•`m IN wg•remvme nxm beammpa ewprmdxappmea (Set 40CFR 3U24)mG5143415.EB * W . W
J/ GUAGE wN.,INTERMEDIATE :� y
w q p mans emrn,pwum •V _ < MIRES ARE 12 1/2 GUAM MIN. 2E, {
mw,m andare °kwndaN 14 tcpxubypxasanaure unanticipated bypasses. W W I WWW W J I�il I EXTEND FENCE 6'INTO
" C p
a ».°some I1 Mtemewm Neap..MSC
W J'. I EXCAVATED TRENCH
E -.
7m wamwmm»u", M ntic
r m•e•�wdnmmm.wwnu,, t
tuns mwm.r Sound..
.Ms
ammasve..wawm.n..wm rid H qtt tins lel Noncompliance with Me wMnbns 0 Nis permhshrt may endanger Mal.roe y W W J WWW W
msmo.e. a., umam•a man. , owe..Mre.nw, p°o moon se Indkew ere.sow...Mom
probe•
environment y * •k x,NOTE to ) . - SELF-FASTENING STEEL POSTS. M m n 'Tar rubric
pram Pia r m.v.•..M=•Mnm<..ewa., I l-d.WW7M - __-._ ow 5,sm,rg Gat on NW
Tre
-- ].R<porNq Tlmelamnand OMtteepufremenn W * W• % DRIVE POSTS 24 INTO GROUND Be Al Washed TM� 0
• bewpeforWe, '"`tea Lop Broken
Mkt becomes...an e«wrreme mss murtbe reported,be sM1wlwmaa W W W NW W VWW /r�III I
1 pBottom \ , • "�
• a. IN
have been*
awe ntew be ,(, :` ,), w y0 1 1 CROSS SECRON <r�_�s -, � D
w, def•`Me""°i iaitl e'°41f<' ro mmzhe e0epa sEm ronmemzl Emergency pub nit ss(eolil dw BRACE POSTS AT ppaayy,�, r
a n w».aemne,evenemn m,.x r,..a.<aa M n in
W\I W W �t LOW POINT Topes rfilii6w.m Riprap -)D
other
mn.m »,.m,ammrn<.mawm w»• " Kna°IIA Dxrerrm beXeptm veamom 858a3fiN, Mgrdn m,e.wwwRaoNawyJ and
=.nI ,I - wit - -
pregwr°°°mnu..w<.rml� nronlpr, 'w° _ r`a` sit Fhpm _ - Section View
•
•
plan
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_ "In ition to Me a�"�bw npraw�.e,I docu doing norrnal business how,sinks Me ments Mew Reno shall Me a daw.n•a,w<m•e `°„ma'dn''a'e°°NI Weeks... .oncono.hano an onto ��1j.I��I.TI(.g��rl4 )1.11..11:==11 , "bone - : .�%r�na
this requirement not eollk m.mpam'b>wammauaskwrwalom Mat make ow...more en to mares...cause of. dons wi--II- :II D 5": -gam _ a°e.lar•' Median Stone Diameter=6•unke otherwise
tea practical: .e w ' - -:."` �>. Shaper Mon, ttbd Top
rated on Erosion and Sedimentation Control Nan.
m,mmwm NR..Mu., Damon as^wanron","r'"�_Pl .m IN TN,Geneses Pe,mn es we m TYPICAL rmbr:< - �'_ Sacs" Iaan
ana-melada _
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^ °"^° as Meeen Certificate is reaN<M Ilmeaream.mmeamae to WON '`" -•N MaR g N
^^^ ,ehlNmu,es,xwmxw mar.rwurttogamaan'arel -
- m«.O1Awaumnno:m:s _ _ rol .TM pommeeshan mew°xe,.OR.050,...0N m°re•u m.aw=araav,mx 11m MAX _. ER°aNUNR°LD
E,]
_ Inside Diameter°r width of culvert,<°...we•mp,me.a»nw,w m, RewwmkspxOms nude No previous bservations on tile Inspection mtamtwtnacaamwn",aam,am»na.en<mea ana»u. 6• 4_6• �' I.D-I d D'
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wnes Me federal emote MPNmo-waw».ana ram II _ 2 Minimum store thickness to be two i roes spec fad stone diameter.
•• »°w >rMrmmw.n•n»a similar Inspection audf IN0 .*two. Hare NOTE2 II,II\IMIN. Q• 1 II_II II_I LIP -_�T n 3 Fabric ato be installed under shall
InborN mswok
• _ _ ISO.to provide equal access ab��ero utumosfy.seMerehamcpoepyerewra azada,a,Nml a wa»< �� )I.. 4.Finished rode of ri MII be at insert elevation of
w n urea Nome u
we.
Meas.
owls
wow.
sino
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m Cool`p'"'x""a""„"•a« a°pnmwmatmnmwmw,waf«rM«r<,N e4p<avd I.IDI. 4- L9 Preps p,pe.
• " -III, 41 g/./ .Not placed on top of ground at invert.
• 61mem'pnr«tstbe required renwrawem am used to comet..e-No am ell...ion records Ma bemwmagd fora paned a aW,• M onmzym..... - y 4-STEEL DRIVE POSTS STONE SECTION
NOTE:TN Mn of three years after project completion and made oralMMe upon rmuesttMO aR IR41) ImamsIOC. tro (r MIN,24`(EXTRA DEPTH Permanent Riprap Apron
M,
000RI,SEmoxamMa) ;sI `II " - - . . ..._ NOTES. 1 : REQUIRED FOR UNSTABLE SOILS) Temporary Sediment Trap Detail
°mwwvmmREOIMFmmw,NSFOR MAINTENANCE ORamEOUT EDP I �Ae• "z w.an<.+v "wave h'Toe In baekflll Into french and compact the (4� - Not to Soak
an •s ----- --- soil firmly to anchor the bottom of the silt fence so that the runoff Is forced Not to scale
m and togmalras«W runanhorndr.aweenof°mxreor more sLall use outlet swaun.Pat wl0araawnxrwmdee swncewhen 0eseaevices need mbememdown msockomrmrow,areport w•deuop�0ae to 90 through the fence.No runoff is to flow under the fence- k
Sediment
to snceoram.mtd,llessthis is infeasible.Memc°mna«m w wxth n a no feasible wwhdraw water from the surface shall berare(for morale,timeswnx.,tended cold weather,. 2.To Increase storage capacity and prolong the life of the silt fence,excavate a •
N°nsumcewAharawelsWon...memwsin s...awwed only wMn en m the following criteria have been me: 6"x6"sediment trench uphill along the line of posts whenever possible.
Melds w the aeon carom.Ow men..erne ia The escoue xenon h>s been provides...doeumereatbnmthe non.codasewimaawslandmespeakerneoerbasarc.imsbwhienneell over.tM,m.surface.mxmaeal °an"°mw°0 m°xan bl:"..ham 4.Total drainage area flowing ro slit fence may not exceed 1 acre/100 IF.of
nonrynxapprmei these norm
,ao(w«a E. IN fence.
OS m•not commence untie.
°cosudwwRna,swn>�be:n,.pumud>s>nanrbwe<d byp�lna�man.ewim P,nnl,s<mpn c,lcem(:llq and le)amb ce'nut aRtrE.su al aa.w.am°ue waive.reo n'"<mwrmon.rep°n°. 5-Silt fences shall not be used t pipe outlets or In areas of ooncentrated flow
Id Dewater� ,rmbeeiuharsesofpalutams from x°,moster that is removed from.swimemMm.e®ndesaapgopmtawmwamnuce (creeks,Mchlines,awales etc-)•
'neaxmrsea are udN,weranxs,and Nnmmsysams, Rope
to
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properyMed,deaenedendm.mein aew.te
Id)Veg..N,upland areas don amsmegog,Nd.s rodomnepas s used MMeertemfeasibeattheoutetofMedewatermonatmemdevicesammo!mMmlacove. Typical Silt Fence
lei vewcrya..Mu de**.M.N.,segment Oen,endxproo are mewed acme a-mane points of eewatems aziresane 4 e?NORik CAROLINA
• M...removed from We dewsswngtreament daYceeammbed in Rem(q Move Bespoown a manner that d°cmt mum degsmmdad .into wet.0Neumaluxes. %r Envlf°rtmental Quality yP 4`Seh 40 PVC pipe(solid,not
mmrr
.'.'. foam core) lnmerh dam far Stone Pad Fah Permanent Seeding._..._-_....-_-_.._.._._.-_.._.._..____................August 15-November 1
(City of Jacksonville Detail 350.02) attaching skimmer To under Skimmer ume..........____.......................................__.._.._.._.._..___._._..__-_-_____-.._.._....____.._.._.._......._..z fond/ac
NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 pp gp�g 4•x4•xl' S-10-f0 Femlh.r...........................__.._.._.._.._.._.._.._..__-.._.._.._.._.._.._.._.._.._.._.._._.._.._.100o m:/tea
o-za-o..................._........................._...-.._......_.._.._.._.._.._..-..-..-.._.._......_..-.._.._.._.._.._.._.._.._..soo Ins/ac
Unsca
_-Er� Embankment lip-UI .30 Ibs/ac
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Fescue fled Service Leapedeza...........................__._.._.._----......_.._.._,,..._..___.___.._.._..60 Ibs/a°
EmbankmentKy-31 ........................................................_.._.._.._..__ _..-..---.._.._--.._.._.._.._.._.._.._..
toform basin Rye Grain el..........................................................................._-.._.._----.._.._.._.._.._.._.._.._.._.._.._.._..25 Ibs/ac
3:1Max *Straw Muleh...............................................................__._.._-----_.._-_-_.._.._.._.._.._.._.._.._.._.._...2 tons/ac
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ND STAB IunON AND MATE. PRArnaS Pm rdMUANCE WON EQUIMENT AND VENIOE MANTENANCE bees msecvampIrrillir
r Skpe Fal Pe1711B11G11 r.awgx��y, bar f-Febroa 28
mENCemy Me detrnan apec.IPERMR Mamamwxeksandgdpmen.mwevent..„.. ere end es 51°""a V1Xem ' YF HIIIzer low Nro ro role farNllzer s atlkrap emenn"ame Beta zmasge NmaonsmmspNn shettw rew rneMwnrtmakw z weber arpgaunaxam storm guw,cem - 3Llms2 ton/ate••
anwryben¢cgs dereawmp am whim.Ground Rae aonana Mssedan Hanm,N 3 amlly eatrena rice razegwasfMa6 e,orrcnrpve lwkmseavpmentfmmeM1e e ( n gun approved fro C tip ere) (Apo p' approv• seen of Me SCGOt - Permit(Senbns Sand F,resceaney)the for centi Ileatlonperm nee Mal compY- - xaimenaz:°cord pen approved by Me prge° •"Thla,• ''' „iz „ v� Pede application)
i- aeptm aumorMna 1 a as sans spxsaamssnpwnmmisMM 4 meOalspemfwes score In separate containers..w°gtlrtltpowu --•_ ant x_wPir Rya Grain ___.. ........._ .......... 901bs/ate
............................. owrseeded to do
hazardous waste MOON. *Straw Mulch .._.............__..._.._.._................................_.._.._....._.._.._.._........................2 fond
may mtePPN dagnd'ry on tawndeioneandme mow.,eumodo haa'wiurwlcum, with Orange tip Inlet Aluminum steps err Straw Centipede Seed .tub Ibs/ate( spring)
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5 Remove leakns vehklesandcaawrucx°n equipment hamarvlm ma the problem A4at- ®tea -- {T}�s•
• sEaloranGRouxo sTaeluunoN has been corrected. �-�•-• sera- suspending inlet s /°C
• 6. Bring used way wbdcants,coolant,hyamunc Mlds and oMer peaolan Wodutts - +
• Requlree ergo swbnlatlon Twwbames wargy<Rnso. 'x '- �• m Winter Temporary Cover......................--.._.._.._.._.._.._-_...November 1-February 28
Stabilize nxm cols aroma center handles maremlz. trrstvsax AllilBaffI.:see _ ........._.
zero 4" float details for / x 10-10-10 Fertilizer .................. ...................... .... .700 Ibs/ate
33• I lime......... 2 rona
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sMAres OexHptm mamcelenmr timaomevanatwns -'-' 'ieeP'"•`"- '�'[+BYa-� Pve + construction x-- m 0°h...,. ..._. ............................ __.._................._.. _..SO Ibs a
rays dhe.mne u1rM,auawaMATERIALAno 10 Grande WASTE•
�'���� Inflow from Rye Grain .................................
land disturbance 1 newrbury«bum wmce Place tcerwaamxs In approved wssa containers. a n.... ........................... __.20 Ibs e
(a)Perimeter a'kes, x ProvNeasufr<ent number and zee of waste cmtiners lag dump.,trash CONCRETE WASHOUTS 4"Soh 40 /OC
• sea e°eunes,and 7 None recega<Nlonsremwntanwnswmmmena omest<vmstn ] oo gce'mxa,aewmam«cemen.s u,ryrmmeM site. vc barrel , ._ Wave baffle sides diverted *Straw Mulch .___......................... -................._.._.._. __. ...2 tons/ate
• perimeter apes s. otxewasce containers..Mrtmfeet away from smrm wan inlets end solace Coupling 3'Sch 40501SDp „e ., 4\ to make Them to upper end of
lb)mrimetelnyvawr : Dispose recycle Seed hardened concrete residue in ew°rdance with bah RP \1 0.
zone and rote solidwm.regulationsanaaem approved Large strange, basin to -- - P
7 warm unless mroaFv«anrammwvava sue, Connection ' l by t, �9 Selig Pawned March 1 -April 30
a L«amwasmwnamersmanesmmamac receivesobeano amwnupf mein SUPPLIED BY USERme..........__.........................................................__._.._.._-_-_......
Ixawl Zpna 3. manage washout Romano..mkeren accordance with Me above item and in ` �°. )\/ mrent"short
Lime. .... .. ..-_............................. ....2 tone/ate
hamudena ereManaepesnq aena'renlymasro,mdnn.rtreamor.mtlao. addition mxeranaameaaamaurNBon-mcewom ton erao wtNm v•'Y s*eE , � / in end ofLiEhl
g circuiting". 0-20-0 Fertilizer..._
r n and ...1000 Ibs a•
(d Sb steeper Ma length /e
gs slopes NI,W 5. Cover waste containers at the end d mM workday and before stammer.m lot permeter sit knee /tea
Ill
xt 7 cot steeper Mam]L14aman _____._...................................._.._.._.._......_.._.._......................___.._.._..____....-.500 Ibs
showed prowa.a°nearvwnummenc Rewbwredace damaged wane mmainers A cosWlumpoarycaRspewasnouNg.lwlre°ulremen4whareamnnble If en
basin Excavation to Scarified Serieea Lespedeza...................._.._.._.._..___.._.._.._.._.........:_.._.._.._.._......................501bw/ate
7 days forzogs Sm.,N.... 6. Anchor all lightweight items In waste containers during ewes d h¢h winds. atemate method«produaImo Mum&coma your apomva authority for I/w ,1 farm basin Ky-31 Fescue _._.... ......_. ............................ .... .301bs/ate `
• review end enema.fbml naoara sera sere mtma available, of the two Brawnto Millet ....................................._.._.._.___.._......_.._.._.._.._.............._.._...................,........
• endaM1kr end ymM1SbeoaesPttelro. J. m.o..Empty s..Row. neeeetlroprevemowdbw Clean upImmediatelyR types of caw,.tewashoutsprow d 'a o`� P _____ .._._.._.. ..........................._ ...2 Tone/ate
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7meswer.mttowee°.wea w"a'" *Straw Mulch
• IA Slopes 3.lrob:f a dames,ceamttersocesana NOW a Dspmewa eoHsuatan approaaag«dfaary 6 Do not use coxre.ewasnovnfor moaner aefect'ecum errs sewer /°e
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zom.s A On surtaxsm,<Men'mend aitposeotw>semmsM"aaa base wnalrea. w<oens.xe,mw,n„cmmuMree banns mewasxeut may ngbepumped into or / � Baffle placement:
alscnar¢eammest°rm drain rem-wing surface wears.Liavidwammun �n Sprig Sewing-Centipede,....___.....„.„.„-..-..-.._____April I-July 15
-10 days Mr tells Lakewan,shea '`� 1st in mid-basin Permanent
begin a removed from prole a. L Patent#:5,820,751 basin width• ................................. ............__.._.._.._.._.............._.._.._.._............._.._.......
-7danr«gdmxttaikesswafey rwmAxo oTNEauaulow,aTE pod cart 2nd halfway Lime...................^. n approved tree for Centipede) 2 rona/ac
tl'tcM°perimeter slopes and Haw zones paint and otMr spud waste lmost«mdren6 streams or wetknm. washouts storm surface unkaa ��_
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I<)M epos .no reasonably a between 1st and Fertilizer(low nitrogen ppro pede)._.._.._..(Appropriate fertillxer approved •
Areas t op not 6. Locate a
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na.rmtbenag 14 to ON tOO Falls Lake Watershed unless ]. wmregmwaMmuatleaxsa feet away fmmsmrm DI.nnm and uafaw cat^ere ana.mthan ryes available.Atamdmum, 4'INet Skimmer shorn in for centipede thin
• dere:swami< waters unless no aMrakmamsxe reasonably available_ Inns protection Moorman..mxlsl most to.washout whim mud receve outlet end of basin Length to width ratio: pub application)
Nato After permanent of aComies,any temporary orovemow. extension floating position Twice as loo wide Centipede Seed..............-_-_.._.._.._.._._......_.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._........................90 Ibs a
'.I 3- Contain lquN wastes in.mmrmleearea. sous 4"HEAD on censer of n9°s c
eroundsceNlimlon scanMwnv.dndm permanent womassamllano^assoon as a 7. Loom washouts In an essay accessible area,on level command Install a stone 3"hose,ss clams Inflow into upper *Straw Mulch.............._.._-_-_-_._.._.._.._.._.......,.....-.._.._.._.._.._.._.._.._.._.._.._.._-_-_................_2 tons/ac
Containment moo De5'AN,Ham oucedapw°prxalvforme gemotlo. entrance wamfram°fm.wasom.ntlEitbnalwmrob may M required P inlet and orifice end of basin UNLESS,e reshaped ens 30
practicable but lnmmso longer then somknder am after s.last lam..lens s Prevamthe discharge of soaps,swvems,determ.and°Meruauidwastes Mon apprmmg...to 3"threaded male nipple bottom is created in small Late Spring Permanent Seeing..................._......_.._.._.._.______._.March 15-J• aMry,Temporary ground saN zanmshall tier,nalmalneama manner mrenmr Me construction A nttanxmartone sign wrxrnmmaetew<ksmmewesM1egwiA the Prole<t on outlet end
mHaaaabeaamterceerareeeromnum g,mame0tp«M000b mondxn'<vea. !Coupling can be removed and attached toautlet using the threaded 3"nipple.Typical basins.See iretructions Llms..... _„_,,..,,_,.. .
roRTAMETOIan inn.Post m me washout m.Nmwemfyth-slocetb^ Plan View ._._.._.._.._._ 2fons/tea S• SW.STABILIZATION Rewwvekaw,¢skon me washout when at approximately7sxmceotym me methods used:ona metal cer,;o ea steel stubaut welded on the side at the bottom fortha3' 10-IfIed Fertilizer._ -_.__....__ 000 Ibs/ac
l Stabilize mesmuna.umaemuymmxrainw�mere aOde, ran.ua°neofeCe L Installportable takuonlevN ground,at least 50 feet away rem storm drain:, s ovemow eon Repaceme am,and bags or other temporary structural Threaded coupling or reducers:on a concrete stroattirewth a hole or orifice at the bottom,uses Corers, _.................... .._.._.._.._.._.._.._.._.._.._.._..__-.._.._.._.._.._...._�.500 Ibs/ate
steams«wedand.vmksztlerenins nremanva reasonably available.ol,d,place
components when gmnsxwnalmal.When gmanalureameorprogleury steel bolted
with eo hole cut in it and coupling welded to it that will fit over pipe
the hole in inIkeconcrete
Scarified Serieea Lespedeza........................................................._......._.._................_.._.40Ibs/ate
end of basin moon Bemnuda Grass(hulled)..._.........................................................._......_8 Ibs
txnmauesm me ume Mbw: oNsee la not arcawbk,pews.rebcmimof ponabk mntt benma t¢erawe«dace pmauas,allow manmanurerz inpruam:. Ce
r.mmensomessaw� me gravel pad and unwound MN sand bass. 10. and bolted to the structure with sealant.It is possible To grout a 4•pvc pipe in a hole The UpperMaine
• .T<mgreyu..w•
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ms.a m»va .w,m,antamsw<a re.<aewmev.«a z. Provide sekineganmodmsMgn,bk mum auoeceam dni¢n winmorw hex M Me compbmn of Me cow.work,remove rem>inin¢leavings eve depose Mdeep to provide storage *Straw errMu Temporary
...........................................__.._.._-_-_-_-_._.._.._.._..___._..-........-_-_.._.._..2 fens/tea
Non approved disposal facility.rill plufappro..,and swine.am amuMnce concrete to connect the skimmer but this is less secure than other methods. Existing round To of Mmenr volume
end,o.a,.ane Nelw,. aMrmwMwewmsgwt rp°tuamt arms. Dose by rempaldwadwut. approximate,not intended as lots for construction n99 Po Pu S-tO-tO Cover..._.._._.................................._.._.._......Jun•30-August 3
'•rNmowedre •ae°n.a abece.vnxPe,m.eamg x Monitor portable mn.ar«laew'e and properly dispose of any leaked mmeslak 2.Dimensions are Opp P crest of overflow s9ua•Rww°mnmmlgaamwMpr relwaonenm+me online licensee sanitary waste hauler to remove leaking pwbletpaczam,e0I. 3.Barrel solid not foam care a should be 1A times thed depth of water with a minimum
muagamPmarv•xsx<e •INao«dn .dlh pmcernog,atmgwa. (solid, PIP) eP Lime....................................._.._-_____._.._.._..__......_.._.._.._.._.._.._.._.._.._.................._.._...................2 rons/no
• .ANRonI.ob Meav woomermukn .snmGoomw p»m.m4ono,eww.d length of 8'so the inlet can be pulled to the side for maintenance.If more than l0'bng freight 10-m0-10 FarHllar......_...___ __. ._...... ...._.7001b
Sha pro RENNER..PFst ODES AND RODMITI°DES .-- s/ate
•PmN.t.u• have to be added to inlet to counter the increased ties Brownfo Millet _____________ .... 40 Ibs ate
• t Sere end WNW heMOCOO peaedesanaroaeneWes In accordance wind libel °
•vawmamaabyambss<ewmmmw. EARTHEN STOCKPILE MANAGEMENT restria°n:. may
tapersdown form 4 maximum inlet toe 3"barrel and hose.Barrel is smaller to reduce
��1 =111 1 1 NOTES
_.._................ . _... ..... .. ...2 tons%ac
1. New Stockpile mates on plans.Imo mrshen-marena stockpile anus et bast
wa mvsreteeq.lea 5ofretawayfwm sta.dram lmetsmalmemmsm,peslmetemedlmem[meae •R pentodes and,oaminasmmmo,i®nalwnularswnxme buoyancy and tendency to tiff inlet but is sufficient for flow through inlet because of slope_ '�
and surface watersunlemamn be shown no«Mralmmatmsere reasonably Mists directions for Ingredients and first aN steps Incases inlet orificecanbe reduced using the plug and cutter provided to control the outflow rate. �_ =l 1- 11( 1�1 1.*Mulch will be doubled If crimping is the method used.
•
.Ewweaav».mmaw<n°d'xnwwrex+a..a avakblaln he poisoning.
1 P 9
•
wi.wnn dnkncekstaleaalmameofslocewnxamlmmum°Ns.en ,Mades,aesticia<sao rmennmesm areas wM1ennmalry is 5.Inlet is e'pipe between the straps with slurs cut,nthe inks and aluminum screen door 1 ,�k 1 I ���
•
• PO1rAaaummepPM)PRIMOCzvxnnrs nnw.w rove feet from Me toe of stockpile. ...blear where they marzdll«lest in.wells,gasometer ar.,ground water (sealer than shown in illustration)for access to the 4"inlet and orifice inside. Excavation to form
]. send<enondamsmmareappmarutewrmes°Ils wage gseaawT,y 3. l•rmmesublesmneaaeu ONO when r<aam.. 4 ormdedewater.Da mill occurs.dean area immediately. 6.Capacity20,109 cubic feet per day maximum with 4"inlet and 4"head.Inlet can be reduced 4"Sch 40 PVC pipe Baffles basin;used to build SeedingSpecifications
• nefmmawNcowOuaolApP0,1004 wywoaumnu. n q se materialsas0ee. yi installing using plug provided J throughther den at l% embankment
P
z. Aglyrbriannx°rbewreaNmN mslmandsealmem Control Measures. °t°°"dMwRNn m.nmdamn provided b nstali smaller orifice l]si the lu and dad to adjust flow rate for the
.vdt.eoalpwpraveeplan and any additipglreamremenn. O.1,1a.1w 1s defined basin volume and drawdown time red. min slope Store Pm under (Cityof Jacksonville Detail
3. AppmNfwaulunsa.mewnce^emims.ce<Eea In MeneovrataargAppuea ,phmice,w<nemlmlwwnaexhmNunsthat with restrain accelerated particularrequi ape
• Pa ywoawpxa and Memamukoe,,,instructions. erosion on 0AoOae,orsw,kmp«wyo,perma'wne mmrw n<em. xATasoousAN°rmac wu00 7.Shipped User glues inlet extension and barrel,installs vent,cuts orifice in plugSlight slope°n bottom toward )
Provide4. PPe the skimmer outlet so water drains vet the Na mScek
•
.warea Mrwmam"ent of treated Norm...before discharging .sema.a hazardous mwst<mnxximareas m,a and attaches to outlet pipe or structure.Includes flexible hose,rope,orif ice cutter,etc. skimmer
s. mrenw<ulantsinleak- malnerstM1a 3. D°neazaoffs.. 2. Place rdous waste containers under cover or in secondary mntamment.
prmrw are under smrmeuwm cover a NORTH CAROLINA store hazardous chemical°Mums or begged maknalsMealyonMe around,
• or surrounded bYse metro ammemegmrmre:. �'EnvtronmenteI Quality 4"Faircloth Skimmer Detail Section View
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 Notts Scale Skimmer Sediment Basin Detail
•
Not to Scale
ca,mm Top
�SHS�
�/`?p.oEf8/O(4*sILLI Existing Rand y'
4 SEAL r= 3487 are SPECIAL BASIN _4 F re
iSm •
9 �pI R W low sT]NatERRAIx 4i�A1111 U�V/
"t1->l
K
50'Min ,- � )
R spina, Length
�°°Y g W- wgDm W. - Erosion and Sedimentation Control Plan
1)=1 of Chavel Construction \- Is,t°mvd
i A N
am= DiameterpfSrom Entrance THE VINEYARDS
Temporary Lifer I-�
°d °J f requiredplans. Profile
12'Min
v Plan view recommendation
per per
(See Note) a OF SEDUM 010103E STONE
r owrsM -epthoonown n - PLAN VIEW fILTIM„aNmarEXT]LE n FUTURE TRACT
Jacksonville Twp.,Onslow Co.,North Carolina
T W a Varies Tap Plans Temporary Construction Entrance ug NO.5 OR NO.n STONE FOR SEDIMENT
P azy
`'1 nkrEoscale ^DL °. Owner/Developer: A. Construction Inc.
cawNd
I- D ComTD,CDON SPNCEDCnt om spa PALLETS MY BE USED IN Ism of STONE Sydesn
IP' ��-"'. -1 . Flow Ma GEmEMILE AS m A aF,.IENT N SS_R
w ... I.A to see Use23,rch washed stone Carolina Plantation Boulevard
2.Length-as effective,but not less than 50 feet. Jacksonville,North Carolina
••• 11 3,Thickness-Not kss than sixt le inches. OF PALLETS
srlltui,xoaerslx ABOVE NATURAL GROOM.
Channel
:IT* L5'Liner Height 4.Width-Not kss than full width of al is of i
s section A-A °°"°^ 3 Pam ingress oregress.minimum of 12'. Sand Filter Bag [phone]
Section B-B 5.Install filter fabric under entire footp
rint cleaned
the constructionto remove sediment
6-Washing-When necessary,wheels shall be clesned to remove sediment prior to Not to Scale
c nameaiorwa.miNMmuNms sgalfNd girth•anceont°publlcright-°f-way.Wheneashingisre.gwired it6haNbedoleon DATE•03/14/23
q�M Engineer seed.m�k° � Swale Detail area stabilized with crushed stone which drains into on approved sediment trap or Notes:i sediment basin,All sediment shall be prevented from entering any storm drain, 1.Any dem:tering on site to use sand filter bag
E.
Temporary Fortified Rock Check Dam Not to Soule ditch,or watercourse through use of sandbags,gravel,boards or other approved SCALE:As Noted
Note:Liners are To be installed on outf all methods
y Not to took sWalesanly 7.MCbngorfI0tenance-ingofhe =stontopuball be licinedinf-my.hismiyrech illprevem TIDEWATER ASSOCIATES, INC.
F tracking or flowing of sediment onto public rights-of-my.This may requrire periodic
top dressing with additional stone as conditions demand and repair and/ter dearwut Consulting Engineers y En ineers - Land Surveyors - Land Planners
of any measures used to trap sediment.All sediment,spilled,dropped.washed or Field Book:Vineyards,Pa.16-2A
tracked onto public rights-of-way must be removed Disk Name:Aced 602422 Jacksonville,North Carolina
k.
Rev.10/18/23 BLD-Add Sand Fiber Bag Detail Filename:Vineyards Future-Erosion.tlwg BLD P.O.Box 976 - 306 New Bridge Street-28540
Job No,:5181025-6930 Sheet 2 of 2 Phone[phone]- dewaterENC,com Est.1961
Firm License Number:F-0108
N
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