NCC241413_Site Plan or Location Map_20240522

Legend:
• Note: Skimmer Sediment Basin Chart Skimmer Sediment Basin Chart Ae.-Acres oPe,w
Sediment Disturbed 010 Volume Surface General Top Dimension (ft) Qd Skimmer Orifice Td Sediment Disturbed Q10 Volume Surface General Top Dimension (ft) QI Sk'mmer Orifice Td B-B-Back of Curb to Peck of deb tContractor shall insure that he and all his workers(contractors, :4".
h
Basin Area (Acres) ICES) (Cub's Yards) A[ea(sf) (Length x Width x Depth (cE/Day) Size IinL Dia. (in) (Da s) Basin Area (Acres) ICES) (Cubic Yards) Area (Length x Width x Depth (cf/Day) Si (in) Dia. Cie) (Da sl MG-Curb and Gutter L.
subcontractors end other site pvsona0 do of damage ( ' 9 ' P g 2
construction stakes or other measures used in laying out The #1 6.8 19.7 963 5,002 122•L x 41'W x 2.5'D 4,167 9 1.9 3 #24 3.3 7.1 228 2,465 85'L x 29'W x 2.5'D 2,052 1.3 3 D.B.-Deed Book
• #2 23.3 50.3 1,563 16,875 225'L x 75'W x 2.5'D 14,067 4 3.5 3 #25 2.8 6.0 228 2,465' 85'L x 29'w x 2.5'D 2,052 1.3 3 Ex-Existing
project whether by the Engineer or another entity including #3 21.3 46.0 1,433 15,480 215'1 x• 72'W x 2.5'D 12,897 4 3.3 3 #26 7.5 16.2 510 5,504 128•L x 43'W x 2.5•D 9,590 2.0 3 ��
those under the employ of the contractor.Contractor shall #4 15.3 33.0 1,028 11,102 182'L x 61'W x 2.5'D 9,252 4 2.8 3 #27 8.9 19.2 605 6,533 139'L x 47'W x 2.5'D 5,445 2.2 3 M.B.-Map Book
cause his workers to observe and verify to the fullest extent #5 23.0 49.7 1,549 16,725 223'L x 75'W x 2.5'D 13,941 4 3.5 3 #28 10.9 23.5 791 8,008 154'L x 52'W x 2.5'D 6,669 2.4 3 P9'- \
practicable that stakes,other measures and grades are,or t6 12.9 27.9 866 9,352 167'1,x 56'W x 2.5'D 7,794 4 2.6 3 #29 3.9 8.9 261 2,821 91•L x 31'W x 2.5•D 2,349 1.4 3
• appear to be,accurate and correct,and immediately,but prior #7 21.6 46.7 1,467 15,841 217'L x 73'W x 2.5'D 13,203 4 3.4 3 #30 6.0 13.0 959 9,961 121'L x 41'W x 2.5'D 9,131 1.9 3 l.'~' '.'..-Wetlands Hatcht
���
co flirry associated work,.tiorsnotify rdingtewong rk TheE any ineerpotential #9 3.3 7.1 228 2,821 891'L x 29'W x 2.5'D 2,342 4 1.3 3 pc,6
conflict,error or quest on regarding the work The Engineer t9 3.8 8.2 261 2,821 91•L x 31'W x 2.5'D 2,349 4 1.4 3 sF -Silt Fence
�eje•,>a
shall not be resp,nsnble if all of the above measures are not #10 7.1 15.3 490 5,292 126'L x 42'W x 2.5'D 4,910 4 2.0 3 - -..-_WetlaMs L -e�L4Q `.
strictly adhered to.The Engineer shall at be responsible where #11 9,9 21.4 685 7,400 148'1,x 50'W x 2.5'D 6,165 4 2.3 3 Q10-CSA Orifice Dia. (in)- Qd/(2310• x) r q'\
due to damage,his staking can not be verified.For critical or
#12 15.6 33.7 1,056 11,408 184'L x 62'W x 2.5'D 9.504 4 2.9 3 C-0.3 Qd-dewatering rate-V/td (Cf/Day) n, 4
cosily components of the work,where the contractor believes #13 6.9 14.4 490 5,292 126'L x 92'W x 2.5'e 4,910 4 2.0 3 tc-5 min V=Volume (Cf) �":1
that staking may not be preserved,the contractor shall request #14 26.5 57.2 1,178 19,200 290'L z 80'W x 2.5'° 16,002 4 3.7 3 110-7.2 in/hr. td-Draw Down Time (Days-3) 4 �.'q t
the staking entity to place staking in an area where its #15 14.0 30.2 934 10,092 179•L x 58'W x 2.5'0 6,906 4 2.7 3 H=0.25 ft For 4"Skimmer �o-�♦preservotian can beirsured. #16 8,0 17.3 554 5,985 133'1,x 45'W x 2.5•0 4,986 4 2.1 3
#17 7,3 15.8 490 5,292 126'L x 92'W x 2.5'D 4,410 4 2.0 3Dign Notes: -#18 6,1 13.2 959 4,961 121'L x 41'W x 2.5'D 4,161 4 1.9 3 1. Side slopes from top of bank down to inside bottom of basin are t0 be 2:1 (\i�yr1#19 6,3 13.6 459 4,961 121'L x 41'W x 2.5'D 4,161 4 1.9 3 2. Side elopes from top of bank to ex ground are to be no steeper then 3:1
#20 22.1 47.7 1,507 16,280 220'L x 74'W x 2.5'D 13,563 4 3.4 3 3. Skimmers shall be Fairoloth Skimmers or approved equal os�+yy Stateside
#21 14.7 31.8 994 10,740 179'L x 60'W x 2.5'D 8,946 9 2.8 3 4. 325 sf minimum surface area per cfs of 010 peak inflow
Fa,¢ Elmoded
#22 4,1 8.9 281 3,040 95'L x 32'W x 2.5'D 2,529 4 1.5 3 5. 66.7 cy minimum volume per acre of disturbed area N 60'
,.`- #23 5.1 11.0 340 3,675 105•L x 35'W x 2.5'D 3,060 4 1.6 3 6. Upon complete Destabilization of all disturbed area and approval by Engineer and NCDENR-LQS,
sediment basin and Degrade swede, fertilizes seed and mulch.
•I/ \( _l \,r '' -Q 'e 7. Field einstall Diversion Ditches as needed to ensure positive drainage towards upper ends of sediment basin. -••
Bennett Place, •
sect Sa PorH Ex.A I \ _-.-I,L• �' .. U r(/ .,-.err •.. ' ",r't' (\'' �e \�J'. -� >.\ '-, •Ir ♦i, a,o.-.> ).�).(\5/^
M.B.83,Pg.26 Mil \ � >. ' h, o �\? ^J� ) \1 'i ,•, / 1 +.-^-�•• 1-,\f !r,
at stateside PtiK '� •/ / °a (z 4 Y l' °r.\• v S}_a\m. -tr+1j ° ( r{, r) \ °!,rl / `J_�_%_ _ \��--\..)r r' Vicinity Sketch
^^-- \ i /.7 .2,,,- �i (G r <�r�J. ram-: J\rinpl �� �_e�-•.R-10 Zoe \ \Vr / - A _ , ' 1< l /`✓J�� J mil' • l-`� 1� t�\� Not to sale
Sisk Famiy ism ,- D° Ea.More,-* .\ir^O C ! )• •, ° 1 _'ems 1,. ,�• The%ore of Trustees U g� Q .Ewore tMs• �_� / \ �..- •1\e. \ •G" •r a 1. v)> - b iV J r'�.'
/�/^sti_ am° (� `. Cr,. '\\ °. i� P "vw ae0"o6ue3z c r✓'� ` fell/
0 rj- ' 1. 0 d �. .. 0 11• \\\p 1• \:�� i,"g\f ry ``► ) \\ r)✓`v\\ JJ(:ice s Maintenance Plan:
werbMs ,\ , _'.� ois \ \ �o HofmannForest A. ., 9 Q - 6 r .. \'� .++• \ ) p r /{\'- „1,� \+,L o rl'p
(Type M )I�C t, `\ J o o 0 v o Q;• > \ 9 _ tr.--"1-^w f:�_� <CZ ti \^t,)r / -` \ 1.All erasion and sedimentation control devices shall be checked for stability and operation
C� i•' \ b r C7 �\ �: r /"`"""'` JS.. i f \,r \ -` / 'w'®v sv�m ng rainfall event and in a case less than once every week.Any
7-s:. ,.- , J S( l \ I t o 0o 0 1 e L., / \> r JI„ r k -:. 1 n t- \�\ I� ,(l Y /f) /, following cry runoff-producing
r `.I• c r \ \ .. \ l / �p o ,L +[�' 1 A. \ _ -•), - `J,.'` ]. /\l`\( \�,{ ( / \ \r / n>1\' needed re ))bemade immediate to maintain all devices in the t conditions
Ex.90'Janrs Orelow t icier• c y� r - _• 7 <7( S ^'fir" ^ o .,\- I( �•' kIu$ t pairs will immediately operainga
EMC R/1V Per - .'.' •J ::.i/�' temporary stgbmme 1. � - - , -_ '�'6 n•sv ale/ „te = yJ///•r-.• x w\\�)r), e ,V r \l`�,1 \ \ I/ / off. Stateside Tract intended.
D.B.11/W .5% r,.a B\ r .` +w ,' ,�l.'AJ_..!<�\�� -_ . Q S. e ^ ^`,b l\\�.( t.},. ear \t--�i\ _e\"1�r1 is 1 >\ (fir / i ]5 187
Pg .ter i f rr• --Construction Entrance \ ! )c v 7. ,•, �,,, (Z / ) `n // (°1 _ - _ ( ! ( r �'' fig' ! 2.5ediment shall be removed form behind silt fence when otcumuktes to a depth of six inches.
\) ,/' \ 1 / ,� -�v�A . ,I ti 3^ fr`'� Jr I r (.( . \Gar,,...) b. .00,6 P9.4z, P
• (•. ,4 /'#1 \ l ! /L $ 1( Y \ !P 1 °1' 7�. V �°°�� /4 r „-.,-+ l•G/ /\,` ) \�R-10 Zom• 3.Sediment shell be removed from the inlet protection devices when storage has been
.L�.•.' /I �), .3 _ i7/'i l( b t_ - e \ A !'� Pro ragecopaury
V'� ry•A . .'` •, \( (r ���IJ `` F ✓ /\c /.. 1 ee, ,-A1 �L�� "-� .p 5� c-•^(!/ )a C. �r _1 J o(i. L.` - �j':. -ram.-... O 1 \ \ 19B3i2 r 50%filled.
�` :; lti' i / _ _ r .( ) approximately
\ ti,.4•t\� \-`n_ r- �� 7\1 J �.}�,n-r J • _. -es �r l "9,1 Re •r I 4., t\ I1 (✓ \ Vl l�ti n r \.-s \<o. ) ake.alop d
\ 1r'.' ' ;J • tit j }�\ / v/J}/�>7 1)`v k lr 1a o.e.% e/ , /`'I� `)^D,1, k� T r' • .`� �4 / r col serf\ 't''.4
l ar §Pc rr�l� i= 1• ° ) a`� \Y (re Y _ a.Airy:eaimenr tracked ante adja¢eni pavement shall be removed immediately.
1 .,••,••..' \ r , / -/ \S\ + j r t 1 •'< �• �f " • -1'Te .0 r t�° - -�,�/ ,� e J \ ! d f \r.- 1( ''-,,.\ /7~ 5.A maintenance kg of all erosion control inspections and maintenance performed shall be kept
11 \.'i ) L s• / 1 •n _ v >\ o C 9° wrary l +r °❖sell o.Vi / \^ ) '\ \ ° 1 l' ,i Pec inns pe P*
f r '/ r I ( rp ( N • l r a`v7 \� �W,� r ( 1\ /� 4 r•>.>Diversion Swale 1--yr ( 9 v`tt 3 p d a l) ` r I \ \ r r="-"" onsite at all time,.
az: \a�( a + 1 -/ ( L--- ^•`.�� frrsr • \J ^) \\ y r ✓ ^ -',.. ° ( l t, / tt ` ��:•b,"y"_7,-_u:• r.Wf n F 'a,/. l I )+ *`-J //r
au \ 1'Temporary
\ •0-- i 1" . \ 1\\ <,)) / 1\ r l �``'cam_, ��� i'r -a,• ,A-�- P _ I / 1 (..•\ ce• J I\ ,�,�,J) 6.Any sedimentation that occurs into the offsite starmwater drainage network shall be removed
\ \•w mporary t` 9� )r 1^~ la<•Y�IJ \,l o r> .6t J r� \/ L, f �r:•., a.. • >_ ..:is \ \ 1 Y
U 324 C \ ` 7 /Diversion Swale t7ej e /rr / \ u° / \ r A 3 r.2 •,,.•,, f� J /.' - • s `- 1'Temporary y u °V's •e 1)d 1 / \l\1 L�y^��, immediately to prevent the sformwater device from sediment accumulation.
w �\r 3 C�i �' / �)r) Phase2 \ i f \.. r , .? / 1 ram✓ o .w on Se y \ \ 1 t > .
9r) rJ D<roenswek• )� )
az6 \ J ! (?',J r \ r0.. tiAI` ,� r,; \\ O )r )'/t i-^ '\✓ �,'/ ` ° ,�•#17iiiiiiyyyy °XS \\v4 \ )� \ t,.
l( \ / 1 1 !ti^ L , ,,`v`' e .. , ° •SSBv '2<" I / - (\
✓ 3za • \�/}.,; 558,,'. -o ,_r '7. (' r t \ _ f`+S! D M �Ir I 1
\ (�,� -J u </ I>r b J 1/(,1 t�.: //l\ q ( r• f �.S"'p�\ C f.,r, Q\ J)r1 \7 J 4/^ c \ }�7 y J \ )„ C \
es ."Zee e, *P2 1 ^i r Jt) ( J/ \ ^') F '1 D.; S ) r, ">%_.>i d r3 • 1'Temporary 3ic7 - 1 •\I o _ a \I� \\\)C \
sus c• l \/) • r`6 /r T / \ -N • / I\_i r e 1 . •rr J sell 'IP• G _ J \\ nae„:erue camwnv
\ \-J�:'d�5•, I 4 r a� \l 5 / / ore Zr..lamr /r -, • D `h .Diversion exude 0�° �( 1) •1 \
\ f\2 �r n I- rr _•t� •,4e/_ ) -rJs., r -1,,,,/\ 6 '// ^y o, e`r V- c< #I6 m ;\/o p. / r \ Y( / ( General Notes
r'P\/ /"C () /d a .`o \ \).-CT \�r•
,_,( V / • '/?
/ re J e 4'` °` ` 558 \ \.,.��(1I l�l 1 F Traci 1
\l y'r.' ))"L r1J t ( \� /1 r r/\�(-( `�j 7 }" o v tJ�l\ `t J1�eat ) G rP1�Bb2 (, ,• O O O' • ° �-..v oil*l /) (\v \n • /it ( 19 Tear 1.Topographic Information Was Crated From a Combination of Lidar ekvari°n
\( > e. e\ * e, < < r� /� v .. 2J d' ° sae zo
Ex.Stateside az� 4i R` < f \✓t -/ '7Y • ```'7 dt_ C.� �h \ , _)/ ca� 1 . `J)1 ° °-4 • ` �, ,:n.... T 'J i ,-1 c ow•Pg' Data Obtained From the N.C.Flood n m,and Ground Topographic
7 ,q \ O 1 "<lv'•u 1\ o r-,� \y v 1 r-.� „ (xJ i Jit .r f) 4 l.✓ 5.�4: r o o�" Phu '>'0- (7 v o a o. 4 t >. \ r 1( , 1 D.B.os zenejw c,N b 88 D P°Une,a
Boulevard -p C " / \ a\. \1 „./4o v ', 7 \ \ ' 1 A 1J`'r\ ..,. ' D ° o O '� " >( I '> (� azee 1 Survey by Tidewater asmciates,inc,NAVD'8B Durum.eider Cantor lines
40 "r mray '\ 1 < �=' ��/ '� <� 7 J6 d P o o v .o f .cfyp ° a. .R ' _ / !S l(\ ,fi, 4e F Adjusted 9•1'Tem .1 / �. \�> 9 �I r \• b a ° t 1,„ ^ .,r 600 n.ii;6 are Not Ad'Sred to match ground shots.
IT `4„,•5e 'p+\ j Diversion Swale / /\ 1<I ) D r \�.(k��< a �� p o _ /{_S a • < Jj o 0 "sion Sumporary 1.- 'L. ` \ J M �,, Igkd(Wetland > z.Bounds data taken from M.B.72, 1t6.
CK + k • )3/'-� CS i Lam r <
V1I /`t ))J\> S-s •.it r (L° J\ C�,Si ‹ I�. (i ` 4 . Q so GDY�\(_1� r e o'o • > d Diversion Sunk 2 L \ r•,�`<J/ J 'wr,m 'Y p9.
\` ,..45 •, 1 )/( •'� i !!,C\f'`�'1 „ C`']s. 1'Temporary ', U kryYy� 4 1 ° C be ., • n. O° /" U v . C7 // 1`. - .\ •�)I < ( 3.Development Area is Partially Timbered and wooded.
Seri.1,2�3 Pmid 4A • l' °a, A� S✓ -v( / C ti •r I(>\ 1 }" I, N. Ir`>Diversion Swale • • d ti k 4 •`- 1 ,: n p O D ,t -^ �^,5 .�r f•�'�� }%-`t\ '� /r rJ ( ) 4.All Easements to be Drainage and Utility at Dimensions shown,unless Otherwise Noted. •
1• se'9,, \ J `u J,e,.) , o x 1'Temporay r /o '(' - _ ..-, -Q y. ♦ s• Y p 'y° t� e0 a =o 's L°'",.. \I l„ C \ 5.There are a Areas of Environmental Concern AEC defined Coastal Area
at stateside 165 eel,�✓\J \ nee `\ - i/ .4 - Arl ° r tl Q e s / it '1} \ 1 ( >• `� (AEC). W
Me.72,Pg.10f ex Q'•\ \ l �\ \ ILr\ Diversion Seale r�I,(� Q _ \'� � o •`) 6• \S ^I} 1(1 X) i ) \ Management Act(CAMS)on this5te.
MB.74.Pg.225 lei \\ i • �` y�` Jr>< r ,IL - (l 'o' d. -I'Tem s0•�� `rt( /.-\ q ° L' 0�(t d� SSB $c I '-.ram (t) / / s}` \ 6.Wetlands Line Taken From Ma Entitled"Wetlands Overall TRACT OFF
M.B.76,Pg.118 \ \� :sae".✓ !rV d' /-'\r , 1 •DivvonSwmk tQ w •' PC.. Q. \ ' �\ 4 r.� C/�ll #19 \ \4\ \)) \I\t.:/� `� < 1 PS Map
]B,Pg.138 Iba •
• -• ' . C t ' l �/ r • `('• ` - g"(1 // ( J)\'�y�/ _ �•� S ( GUM BRANCH ROAD PORTION OF ONSLOW 39 TRACT"dated April 14,2016
0.-10 Zone pig '..•
^ .•`c \Z O^ ,�"` r '� Q v Sion j / (' O Q ° D W <t r / c,p r ° 1 1) <(>y1 ` ,,,S"iC. # 1 \!l/j1( I C ,,‘,,1
Surveyed by Parker&Associates,Inc.in 2015,Dalmatian Approved by
Single Family 1oee \ ..‹,.. a ' /• J �/{v /J T J '\,., t e 1se, (� B., f ` l / (} 'A� ! < S U.SA.C.O E.on June 3,2oi6 and Expires 9 N L \ X;j 1 r A p - 7y�..�(e T gam`-' ' r •t� �'� `/ s \ Diversion s conk ) ( e •_fl'� tl \�, [:% \ qe 1 7 \ pars June 3,2021,Unless There m a Change
_ a dd•Jr / .• ••
Electronic
Updated.• •
4 1 �.r. \(yy�� 1\,0 '+1'J�• f 1 ��• •• �(\ L. (. Overlay 340446itd Flood Map
a C•e ✓• G t e�r O c) e" 0 O \ t- FJ Yti• '� l t\--'1 FEMA CPN 370390 4450 K,370340 4451 K,3703404460 K(Onsbw Coumy)
I6! \'. • i - < .r. / O' - . a 9 .�>r /J ) l/s^5 J6 �> O lJ1 ,. da ej 1 `1 r;see, t _ \ -)( \-1 L
p'1�0 u 0�•>�d�•�„/SSBl 4 1 D \l °(r J r1 I.,° "e)r `,r (-I"ram O 1 ✓7-..�� ` ,,-J •„� \7 I f 4 \ \` •'• r Effective date June 19.2020.Property is in Flood Zone'X"cord is Not
` /" -� t .*1W#3 • 1 l ,a° k'f(1,-7 'r s rP 1 .� (J�L,r J. )), J'Temporary -i i 1 Affected
••/t D _1 1''.t T �, Ih\)"�/ 6 =o ,,,tit \l,_ -' - ` r( \`C{ _/ U/ql�l rf.<r •-,-_,„,..---,,,/ ry c i=/JI MAmsrtiesokBaHaraonthe
° <4�I i ' t J R •1 J ti 1, ,r 7C(:l'7 )° 1\\/'L Cy 4l S (r C cac ay....,Swale 1-1 ` _•>♦,( p¢ Register of Historic Places
\ / l / B.There are No Properties or Buildings on the National
� • ,.•
�•'_ •d =' • •�. Q'22 f�-f J5 ^ • 11 1'Temparory / \`.J l `4,/\\ /r\l r ! \�( <>-'b-Jr�; r�J A>r \r a \ "r/O l • .(\ l 1 Within This Subdivision or Adjacent ProPerhes
Ex.Cabarrus ,z.E}. • tar -4,.•`'.•.--•-•:'.s . ,�\, 7 f• 44., :.�\. )\ Diversion Seale;<\45/) ))n l` ''.(J 41 ()\-\[\CA r ( r\v')•-1' S\ • st • /'J 'Lr/ ) \ ' 1-IA1 ./" 9.51armwnter from This Project drains to an Unnamed Tributary m New River which i5
Drive x .Car." P. t, - . I t .. `r•*, x/ (-\Jf1 C\ 11 r J J j•- , 1 �ti \I 1 }e 'y
.. :.:.:.a;.; . . . . . . � .Wwdw .e,T,•:•-• e( -�.(b \� r ( c ) L/� t 5 If` /�/4 -t ¢ t s �rl "'t T i��1 Jim a.ifim.chksw.
�. . . . . . ( ) •..IV p {��� (-) 1 rn`'1='' \ r) \T\-<\ t-1l)I�.^1� l \ i ('h _ y p S. ) r \• /r \lam/ jt
co e• J •. 1 6' +k 1 30 it I
e ,s;•;•ti•,••••.,••••a•••,•••"p• '-'-'-'d ., J1'-' , 4. 'c\ /7 T 'L1 l\\ •rJ J - lA / l,, l`o-f) Y .So Stockpiles ShalbeEncompasxd by Silt fence and Marrmma Minimum Slope of 3:1,
\ • s 4 e:.' t ` \ �I>a �\ ) I�I\✓' C„ \l ...4.11(\// (\f < L q ^`/ / l '(c^' .\ if Left for More Than 14 days.Temporary Seeding 7'o be Added To Stockpile.
.••N .•.•.••••_ ,l••56'.` '1-.•\ ` 1 e' 4 ,`.7 i1✓v --• yl V� 558. �\ J \ IJ o<1, • \� (f. / . -.. r •<- / Jr ( \\ n. mperary rg bpi e.
`/ �-''\'•'-...*.*:'..*:''.•`-'•J',• �'3• ••••'P•!.`.': .'�:'O• •i�.J 7.. • ) �p�1 y #14 '+ l/✓���\r. +r r j• v /o L leer\ 1 \ti\ I 11.The Purpose of This Plan is to Clear and Clean Debris for Future Development.
Swale Calculations Chart \/m , o •�\y'•.6.•• • •'•• ••'=t4 4 / '1C>'y • <�•- F')' ° Nor v\-/ ` •`7". ; " �', - l ()J,-Ja ,`,I°p.,L" ' e•556 } \'� \'\ L.,(( `J) 12.Each Phase Mutt at 1.easT Have Temporary Seeding or approved Ground Cover Before
P P.•.•.•.•.•.'!..`.. -•'s.'11t;' f\c•'a' _ \` a SSB• f/ n ,SY /� 1•r Cs / - \ 1 \i J Moving Too New Phase.
Area Q10 Side- Channel V10 V10 \�171 0 • wge4�yiiser cgnlim9'�.•, ,>••y n�) - )<;� ..,�© � #ys c-,�,+ �\!T- ,f+ �( Temporary ra3 r �, ,, \,`�•.,, ( 9
p5 •\-0•iv;1.e•..'9.`:••;•a ( I C {l/(/.1.-I`71\ ��,�{{ +� LIALL••' ",` - size•/ r' ( �Jn�4 Diversion Sank l5 l a °t7 / 13.No di Within The 25 Transmission Structure Buffer.
Section (acres) ( ) ( )( p ) (grassed)(fps) ,m •.t `Portion f,Trio 5y '3• • /',t _ /c 7 ....",:a",-,)✓ +. _ 7p . • < ,> $ ) \C} J /I 14.Following OSHA rements far 115K Volt Lire.Minim.E Equipment h
(cfs) Sloe S1oPe 8 bare f s )( p ) -•••,•-o• � '• tJ ' YS;Y}3 \ � �rl rY'• yo.� rC P \ ) \ digging
1 - 1 24.3 52.5 3:1 0.1% 2.7 1.3 > • \'.'.•.'.e.•a'• ,'Orebw194. de rasr-(J(• •c„ / n/ •._/, ... 7 -tee - • /S6 \ �Pr`4-L\ �l 1 5.i\ (e F 34 ) / - k } >) 9 We9W quip parsec
t, 17!• °J7. \.. - M.B 65,Pg.17g,\ •'�'1.71'm J. 7.. t�-' °�•N. r 55B c'7) -\o J ' T"7', ( I/' �1 _,�,�%/ /�• r RRR... \\ ~_ I Distance is 15'From The Energized Conductors.
2 - 2 29.0 51.6 3:1 0.18 2.6 1.3 w!t �zs J.\, �•• • ••••+•;"••r D 49 tI I RA •0A •.,a`• `'t , \ sl _ \ Ir#9'' )4 a • \• ti cop` \- u\) \,. �0`-•' �\-`)'Q0.v,. `-_ / \ /, 15.No Grade Changes or Stack Piling Within Pawerline Easement No Unauthorized Grading
3 - 3 26.5 .57.2 3:1 0.1% 2.7 1.4 " - '.`<a (Sir less 7 r o�\t ,�• •A. „'• ) -r - �S L. Y \ \ , \
4 - 4 10.9 23.5 3:1 O.lb 2.2 1.1 °21,,, a,. `\e\\t • .•-•eel••••; PIN 49500 784e \•g.•°••vS.t.'i Y ) \rl/``(s rf �I•✓ •\tor 1CC� 556 1J^ '✓'C \�r) r 4y ) �\ \\��-,
`� '� '4 o D \, \ la '} ) • \ Within Powerba Easement.
5 - 5 B.5 16.9 3:1 0.18 2.1 1.0 \ o.-.,_, � e;•j.;t!odev lwalmds�l J.!I II' • i l (I,r 1 rY`f-`" v1 • 0l\ ` G/�r,ii, - <n.\ #20 o(J,..o �"i .„,-4,c o #24 �'ir , \ /'•--see" II\p
qt.)wJ'.J e ( 16.Utilize Existing Ditches for Diversion 5xn es as Needed.
1p� J \^)f f\ •- - ;l „.f- SR o )1 --r-
7'\ " /c` c. 17.Sediment Basin Location May be Field Adjusted Needed Based on Existing To
( • r ,OD'•'•','.',• �,.--- ••• .•. %i ✓).^+a1 4 o1L7.Jl,c o 1 J . t- \i- I`�6I' ill a 1 #a1 /... Ni . OI�--\ („� ,_/1 v due re Topography.
Q-ciA Friction Factors !'• �• ) J ) L,\J C4 L l,� ,..4.„.-- , ° r ',// Is \s y /1J 18.For Additional Information,See Detail Sheets.
•'c` \. • v-.`..t.e...•. r > ✓ ':a1 Phases `' r•*. _ h lI 7
_. ] 1. I5561 • ,L lam' Al. a^ 113 \ +}#rl c,\1 .�1 l
c=0-3 n=0.02 Bare Earth ' .••••••-' S.( '9',rg .s+ .' 748 < ^?\ " ( 1 i `O P ( v�r •
'a J 1 L -/� ) >111 / \
ilo-7 2 in/ter. n-O.Os crass /� "t';,4 •a••,X)`;';•i_\`a•'"AC\v /se i. t`\\ �,b LJ/ °` n•Tempoaiy \ C:'' 1 • '; Sf'�l\c`/d 1..J�•e `T'er > •
J •4 , ®\\(,.7{j it)")i
v--1.99 R 2/3 s 1/2 `r 1J . -. \,,, \ a .G);.;riY:.f vv ,r>.�C /• /�i /> ry Dlversian 5wnle Ss`OI y 3 ) _ )4 ci J ac' c rI`\^,"ll.�.'� �.. •,� .~t.X:',' L.-J C / <-�✓
. n . 4::':I).'S.' \. .,/b) , ,p.l 07 �tl I. 6 \- ,t°' rsJ •�; 9/v, e .7 eom, }^i.J / (ill-i,,.. J
1B6) '.v,r.•.• O • >:. r t�T a,a: , o� v c r r -°'� 4
•Swale calculations shown for largest drainage areas and worst case scenarios. r U. .••-4-4. .r •.,_ 4. e ) \ \ / Diversion Swale _ t !� ;��\.�I'$/\\ \
J rP,/'••C 'C:i. �, y. \ 7) e..L s "�.t H r t ( agm•:wnSwale N r J,- (.
��4er i('.'.'.' '.'.'.'•.:'.(�',\�,j. ii J c.�Y Lc (a 1 \�°�Pi.•o> 11l•1 ,a 0 o y� \•"ti,•j�- ,- S"''?���<l p/ >/I,/_.\\111�` 7
•hive s' .•\•1 ,.. 'rase-'.' ..--,..' ))} ,r. / t i _ Y ()b.C,<' t. , /y<t cJ� Y' J/
s.
A. .i ts.'L P� �. ..<'.•. \ )T ,<9 :C sell.-P•Y•-- k C( < )`' 7 J D versionTemporarySo �i \?‘ier Y\~
/L '. Psi '`..� \'\, ° g� f i v ,y,. ,y <�\ re.., ti ) *�s (1. )^ \ + �, '� Diversion Swale- v 111 1
Erosion and Sedimentation Control Notes: ) •.:\. 1•, °•4 .C` .•.•A \ q \/I ,e,•1' 3\ ` #z r r r.t)�}5 �/ °4 i remora y \'�� ( \ Stateside VI Tract Data
1. Clearing or grading operations shall begin at low points of outfall release or 4.Seeding Specifications: t • •_��\(`•; F;• • -'�3. = :( p\iM„�./�[I1'rempaary ` <�.�. ICI-- r e:\�' } <)°., I,DiKrsion 5wak \`'N \ r..:,..,,,,,.....3•leele.
� b )J 1 \�.^"ll ;1 \ r -fl ° Total Acresother locations where sediment control measures are shown an the lan and A lime and fertilizer and work into 4-6 inches of soil.Seed mixture ~ > i �'t +` _• ) .. 1De.s-onSwnk •r,�i,7u J'� ('r�, ,r r 1 { --#26 y r r .n\\�. , ` 4 j .�4e- /j r/ 9e 400.92 Ac.
P PPN '7/'1'-�/•v l' '-'cry J•. j ( s ^\- 1. \ »' c' t'Te L l (" ,r- \ 'T / Eone R-10 Zone
the sediment control d¢vices(sedimentiraps,silt fences.etc.)shallbe skillbedisfributed uniformly and covered with ackon straw mulch.AllA j\•`••;; •;1'1" •':I% ( /ti -e, Lo . 0'�. \,+£,`✓ry, rrDiversion Swale` , ,1 .6;'•It ;ma 'sJ +1'• ---- ; OT; v'.0,\ r�-'r d{1 L��" tExisting use una¢velo a
installed befercarsimultaneousl ih the disturbance ofa - • •i� �)yy�J \( l '1) ) Jr Cir \ • 1'� \ J �,Sf Gy�J/0 ti_ \ Peywi rya mdraining mulch shanrat.mpedows,andlaregenerally cosiplea.Material and t• . . 7/•er e,�tw ' `<.• °e J l 3. ti y C•'k,1i �/la A \f ® Y \•.�1 \�, Flre District Half Noon
ro the device. appliation ratesm follows,aM ore gaaanlly ransidered minimums. ••�'>,(1'✓.•'�4`�•'• ,\ - ( �F v..�-\�� ,F`•'• S > �L7 ('' ` 1 x+'S'4=- lam" ISO Rating 5
2.Sediment control devices and structures shall be install.,maintained and *Mulch rate to be doubled if crimped.: .•./''.•yI• *' ) -A 1\tt+'� .n'1.' (" \ >a:J • •L]I F \ .�y /\} ,/� n Disturbed Area
"ripe • e.1/.•. J /// \ Jr _ .4„ •i aS r o�'' 4= 7) t _ \•- 3. L, ' \r, \Ci(r •
chase 1 62.19 Ac.
amendedm needed to provide effmtiveconhnlof accelerated erosion and Material A ligation Rate ,•,r-;C.•.•ly L� .T :..1 6,e `.,el• ) 1` \ { .°/({ S5B J )\ ✓ 4r </.,
sedimentation ortil the contributing watersheds stabilized. Lime 00 lbs./ac. ,}}: \• 'T ,1 •� ° ``''((F M1 rG )"✓ /''',,,f,,,ll(,,,ddd��E���'^ 0+ r \ Phase 2 62.86 Ac.
rig '' • 4 `r.Cr:. o,/`�< .e •. \- ® s�7�'\•n z1 \N sS ) ). A .it(l L�i,eery �i( .•) / / //)a/) \ F/v> Phase 3 116.36 Ae.
3.Construction Sequenw Fertilizer (30-10-10) 7s2 loss/ac. ••1'{J`'r.0 J,;> ••., \ {,„Aw N.. 1 \4 `1sell \ 1\ .A. S . ,., \ °°"'- r \ r
• • �FQ r DivusonSwale e L Phase 4 48.89 Ac.
A.NotifyE Quality prior beginning construction. Mulch 2 tone/ac. • • • V 41•a;-\ \ SSB °yt` r� ` vie n \� / 1' ,' a 0. ° \•Engineer,owrer and lard li Section to Asphalt Tack 435 • a"-,,I/i� #30,.. ( c '\ / / _ ,•rr� / ,/y-o�f ( chase 5 38.35 Ae.
B.Install stabilized constriction entrance at all is of access. P gal./ac. (Max) • • • •� ,/ ,_ `i`�L '0. \ �'^ 5 ° r-`, \ ✓ ( ('. /(., •( \ T P '�'•'j' 'P (/l\ ar ', A
points Permanent Seeding 7 \ r �, 'zr G \+ ( it,,,,,. IC ft. �.;1„ 7 • �i �°'. _ l� } �) r
'mN. C.Limits of clearing will be m shown.Owner new lessen the amount To clear. Cormaon Bermuda •• • .a �✓-�.. .,,•6 \ ,.\ . f"• 1 \ > r e r/® 2 r J l3•' #1106 T0A�Y1Y,- Tax Na 62, Parcel 1.9; Pin: 445002788148
.� . . .Z••'4 r•Y 1• \ J\J \\ ✓PL VV .#'' �Y C-' \ M.@@.yqPM5+t((Pp�mDB SB p
Confirm plot to start of work Silt fence shallbeinstalled at the down slope edge (Chiselled Sept. 1 -April 1) 300 lbs./ac. '.5•'•ty;•;•;•;:'jp:/ ° v-J (J'`t7,y.x''� '+. \ 'AO gr q1�,\ l�� '1 k19 // 4• ''f \< ''t N,('\I>\m-V•P¢541 Parcel ID: 161551
of clearing immediately aftenoloi is cleared.silt fence shallbemnininirwd until (Hulled April 1 -Sept. 1) 75 lbs./coo. >. )� /\ J� •° �'�^;' Is,� \ ••d--;1.1'!a `\I \•\ I .1 5 ® >� \ r1 s \l`•.Aeons Rees D.B. 4554, P 438
' O ' • l-'•. \ �.\.\..s. ll -,it t1\ 1.-J st <_\ /7 0 l 9•
the lot is stabilized completely.Silt fences ore shown based on topographic "Rebel" Fescue 50 lbs./ac. \ „R ` , L J l,•)//%)/ `°. 4,` •,..;)---.).
`. ) 440D3uzIB6 M.B. 72, Pg. 116
Rye Grain (Sept. 1 -April 1 only) 50 lbs./ac. '!. > \ ... l \ r ' r „ ° p<• Mobile Ham
p informationinthe locations expected to be needed to trap sediment prior to German Millet (April 1-Sept. 1 only) 50 lbs./ac. . ,I ITAr l r•it3•aeOrebw \ 0. \t ) e; bdr �ii per/ y\ 1/�) ® • r 7)e r\ a`
•�.� ) �1� EMc pe'voruim iinthom Waynesydea \- ese J( I>l• '` 7 I ( ., r ✓��
entering down slope arms.Actual locations of;nsreiit fen shall be adjusted to The Temporar0 Seeding '` J a•C y✓�fhaswitch ,"e •\ \ ��1Ikesr-1 1/C.-- \7\\.\� p ^ f1 0• \ \
actual physical on site topography.That is,where silt fences at shown on the Dec. 1-April 15 • 'l• /l' �+;�•vdr;an 1ao'0./W Tram 1 r 4 i. . { 1,. '� l 'o K r''''
e_^�\
Kobe Les tleze 50 lbe./ac. •••••' '-••• rr( Pp Ma9.P9.21 Orelow195taMsideTac+ 'e( / ` \l \ \1 r#` 1 r. -r Erosion and Sedimentation Control Plan
plan but the actual topography reflects a downward slope,silt fen.shall be
Pe ^ ••b. •,'.'l / 1i� \ Y\^� \ \\ 4 J1},t�1\ /•. I\1 1✓./
installed.Where the to - Rye Grain 120 1ba.fee.
{,' M.B.72,Pe lib - \� L (u '
topography reflects an slope silt fen.is April 15 -Aug. 15 `• • �!/ \ / D.B.4554,Pg.438 • ���-,� se �\l \` \'`T,-1( /� ^7
•
not required. German Millet 40lbs./ac. l �1 R-10Zoro -�v, \ \\ \ ° ') , r />\JJt STATESIDE SECTION VI AT STATESIDE
d D.Clear 6 grub entire area within the clearing limits.shown. Aug. 15 -Dec. 30 �"��/U ex Vet). PM 495002]88I98 .....S4.. \• l\\\ \\,r j Or r J\ /J J
E.Strip topsoil 4 stockpile for later use. Rye Grain 120 lbs./coo. ''`4S\\J\.f(`y-,/l/. :'eel,, Undeveloped E+0J 9mb.• \\ ,(�,�J -\ (1._'/r� r,". (\ tip' A PLANNED RESIDENTIAL DEVELOPMENT
F.Construct sediment traps and rock check doors where shown.Construct drainage 5.Once all arms have been stabilized,contractor is to remove temporary o 1‹�fe k 4 D.B.3249,Pg.1l% \ r\ \ f'�� \f,..A.:-/,/
'� )�\ i Richlands Twp.,Onslow Co.,North Carolina
gw swedes.Install storm damage piping. erosion control measures,regrade,6 mulch to restabilize these areas. / 86&d(ond Dewbpmem u c )\ I( ti
P A.Immediately seed,mulch and install temporary liners to swnles where shown. 6.For additional \ ` / �.B.5651.Pg.264 \a \\l\ ^„I,'�
H requirements,see the approved erosion and sedimentation (1 V e R-10 zone \ J65 land°evelopmeet use/ * 1! Owner. Owner/Developer:
N.Maintain erosion control measures as needed to assure full functbabiliry. 4 J 1'`l\-^
permit. Jags Owkw Elbi�lpFir'M\ „PIN 99500474)329 \,r D.B.5681,Pg.264 \ n)\ \ mi�elwny Wayne 5ydes A.Sydes Construction,Inc.
I.Reseed and mulch shoulders and awake.Install liners on all sv.... a Membership copy • R-lo Zerw \
D• Sisk Family
O J.Provide grand Stabilization(Temporary or Permanent)an D.B.342,Pg,110) • ✓/` • PIN 14500414]3M JY ( (; O, \ 100 Caroline Plantation Boulevard
perimeter areas and P14149SW456J632 Single .+ '1 1- ,\\\)111111//
[ 5 to ter than 3a within 7 rig nip l re b •Jib\ti ;( I / \\N CAR rf/ Jacksonville,North Caroline
slopes grey days following the co lotion of q base of
r4'p l El.ct, x 1 \ / Anrho w s l�/ :� , \ \ t O ! [phone]
ad; construction:and 14 ' L M Wre Nsv i `�rp /y��
,g grading ore days for all other areas internal to the pnjmt. , a ^a r D.•''S$''•
'\\. ( Trani _ \\ \�� 1 O E /
aC'1� -"S•."•iB / � oremw l9 Stateside Tan \-`1> •l\\\O-.', - •i' SEALS'
G\qe,r\ ° M.B.72,Pg.116 i r) 1}l\ ❑ ❑ GRAPHIC SCALE:1"=300'0 1'�\`�L•,,B ` --,, • a..din De.4554,P9.438 ,i /, \\\'-�,-. _ ,• a49T6 • _ DATE:03/22/24
--+'cp„'r3,4 Y9 J/ :'°m Peso zone J /Q l\\ tea •c 0 100 200 300 .600 900
`7 jr 2788148 teem ✓ N •
0 �,ewph^ • , V7*# �« Undeveloped \ r r'/.?sp F SCALE:1"=300'
Q•, r ,71 / ----, //I f EET
` \ _,-' r �) /I • J-sr i' TIDEWATER ASSOCIATES,INC.
•., .
Consulting Engineers - Land Surveyors - Land Planners
F Field Beet:N/A Jacksonville,North Carolina
Disk Names Aced 82330 P.O.Box 976 - 306 New bBridge Street-28540
Fllaaww:6t•twid•Vl Cone..M•pdw#Bib Sheet 1 of 2 Phone[phone]-www.TidewaterENC.com E,t.t961
` ,ek N.:sz308o8-8426 Firm License Number:F-0108
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