SW6231107_Plansheet - Other_20240314

f� ' drawn by L.S.
1 r f j !! ` _ COITLI CLEAPd GHGRUBBIIVG AND MASS GRADING}' r I ! !\ , NOTE: NO CONSTRUCTION WILL TAKE PLACE � TEMPORARY BASINS
SKIMMER
r CONSTRUCTION
IN THE WETLANDS FOR THE CROSSING 1. Obtain all permits before beginning construction. I�AS NS PLANkRRA4 checked JK-JR
O R PIPE EXTENSION UNTIL THE FINAL �` 2.Install gravel construction entrances at the locations shown,then
i 1 1 I reviewed JK-JR
2s install all silt fences,silt fence reinforced outlets,and silt socks BASIN ID PSSB--#1 PSSB-#2 PROJECT
WETLANDS IMPACT APPROVAL HAS 6. (wattles)around the perimeter of the construction area.
` 3.Construct permanent skimmer basin 1;PSSB-1,and permanent DRAINAGE AREA (AC) 21 .9800 4.5100 SITE date MAY 2023
SILT FENCE 1 llf €_ --260 �\ ~ BEEN OBTAINED. \ . r o1
1 - \ skimmer basin 2;PSSB-2.Along with their accompanying riser, ( ) Doc ROAb �`' INN ' job no. 20-1035-02
(TYP.) 1 !- 25 SILT FENCE ��j\ \\\ headwalls and stabilized outlet seta as desi ed. DISTURBED AREA A C 21 .9 8 0 0 4.51 0 0
(TYP,) \ 4.Clear and grub,strip topsoil and construct all diversion berms, REQUIRED STORAGE
j Ir Ir fr 11 a� \ FRIENSHIP BAPTIST CHURCH \` \� check dams,and armor the berm sections as noted on the erosion 7 91 40 1 6 21 9
\ ` control Ian with turf reinforcement matting. VOLUME (CUBIC FEET) so c�
1 \ RAEFORD, NC r',p i P g• JGHN
I ! f \ ` 5.Continue clearing and grubbing of the site as necessa n s q
DEED BK. 112, DEED PG. 124 ', a �" g necessary. REQUIRED SURFACE , e ��-o xz
SILT FENCE 5,Seed and mulch all completed diversion berms within 7 days of 31079 6369 VS �
(Ty their completion. AREA (SQ. FT.)
_ - �/ 7.Continue mass grading of the site while maintaining all erosion AVG. LENGTH (FT) 260' 138'
Ir - -� / \ i, \\ CONSTRUCTION control measures and diversion berms during the site's grading.
LIMITS(TYP.) S.During all site construction activities no construction or AVG. WIDTH(FT) 162' 70' ROCKFISH RO SR -06
disturbance shall take place in the wetlands for the crossing or pipe
d r ! 1 f f r \ 258.50' ,
� I I �I 1 f f ti /' `` cAR•rc�.:.: / / / \ \ SILT FENCE - � � � \t, � j \ extension until the final wetlands impact approvals for the project DEPTH (FT) rj,sj.�j a
( P) 01
\ 2s7 \\ have been obtained. ACTUAL SURFACE AREA W
/ ® 9.After completion of all site grading,re-spread topsoil,fine grade, 40,988 7,796
/ ' , seed and mulch all disturbed areas that will not he disturbed b the (SO- FT-) 5
y / CONSTRUCTION
/h 1 r lei\ / BLDG PAfl:;,.:::::: ,:,'::
ti /{ _ / � subdivision s utility work within 14 days of completing the site to
►`) t 1 258.50' ::: \ ` :.._.`. '-' `.''::. \ LIMITS(TYP.) ry 257.50' ACTUAL STORAGE VICINITY MAP "
�.1 i work. 234,643 21,252 NTS
, / VOLUME CUBIC FEET
=�, .:..�. __-257 :=: ::: .;:'':-:" , �/ CONSTRUCTION SCHEDULE ( ) 0 a O U
CL ! f €r f (;::..tip:fr:•:::: / ' '':}:{ 258 25' <. .\ 258-- \':.;
\ ""'�' \ / / (STREET&UTILITY CONSTRUCTION) U N
r r :' ; /ryh ° `♦ \ :}::..yF�'::r::::::_., `25T / ® \ ::::.::::::::. //ry . ALL ELEVATIONS FOR Z h--( ~ Nce)
1 / \ \�\
t' ' -� -- \ / % x 1.Obtain all permits before be beginning construction. Z ,
� 0- ) ' r - '•/-.:.:• , `I \� ;�. ::_:•...y.. 25� / � - '\ / G P g� g BASIN IN FEET. O w Q
/:: \ 2.Maintain previously installed gravel construction entrances,silt fences,1 _ / ' '" S _ silt fence reinforced outlets,silt socks(wattles),and diversion berms. TOP ELEVATION 249.3000 252.2000 �J c_ � �0
0 1 r •4ro° ! B-f'� 1 ',:,.TDB-D1" � /::::::i':::::.. v-:.: ~' 2 � Q F-�
0 r I o= :.' ,• �� / �. Adjust berms and silt fences to work with site grading. O
O f r 1 1 z5a .'• 14� 7 DAY STABILIZATION REQ'D � � `/ / ;, :::I,f / \� �1 - 3.Beininstallationof gravity sewer,manholes and laterals for Kinston EMERGENCY SPILLWAY
SST / - / BLDG PAD ::::........ / O Q- \ g ty s 247.7000 250.5000 W LIJ to 4)
rl O 1 _ { sR I r i / •:-- \ \ _ 2 Village.At this stage the road will naturally act as a diversion berm at EL Q > o
r ) I \ f 1 _ / 257.10 / x / r ^ .57-
-� Q] ! ! r / 11 1 t I :_�, ;• - / h _ various sections,allowing for the removal of some of the intermediate 0
I r 1 \ / A- / 1 � / / � r ,� diversion berms previously installed around the site. S.A. ELEVATION 247.7000 250.5000 n u.
I ) r 1.. .:,:; _ \ - \ sc / ' '< y1WILLlA-MS;JOI•lN A.JR. Q o
1 •• / w r 4.Finish sewer construction in the project and begin storm drainage for $
BLDG PAD::.:':` 1 r,0 \ �/ �_ **14 DAY GROUND / �/ i. \z WILLIAMS,CHARLES C ETAL
Q f r 1 f zsa.zs \ \ l _ Kingston Village. BOTTOM ELEVATION 239.5000 240 v a"
0 , �'' .`'",.::.:;:;:'-':''•. STABILIZATION REQ'D \ C/O CHARLES MORRIS Z
r r_26 / k i TDB-"D2" / / 1 ai;::..: ` 5.Construct drainage structures,install inlet protection and finish storm
U r 1 r 1 :'::`•`':,n dfY'•:;':.,...:•' 1 `� 1 =.' SLOG PAD TYP. / \ / PO BOX 53361 drainage. >•
z :'.+.:ya �:. �� \ W!TURF MATTING REQUIRED _ ? / / //�/ / /:'ir::`•"''':%` d
rr ry f // tti x" :r."•.-; 257.25' (/ / FAYETTEVILLE,NC 28305 6.Install water line,laterals,fire hydrants,etc.
�. l r .'•?'':�r;.?.f-.�'--- ALONG ENTIRE LENGTH OF - � Ss / ........ y „ w
` TDB-D2(1823 S.Y.MAX)(TYP.) :~ 255 _ _I / / / :::'''`: ! DEED BK. 722,DEED PG.292 7.Install underground electric and conduits. SKIMMER SIZE (INCHES) 5.0 2.5 d
1 1 1 / / / Zh 1 ` i:'. ' '•:: i s7 DAY: RE 'D =~^.~ �\ _ t� 1
/ // ""� "''��"' -� �`-`�:- \ 8.Finish fine grading,install curb&gutter,adjust manholes,catch E--t
! f ' \�" \ _ / / _^� e 1 o N i � f: :":: t Q = 1 �s� 1 j . BLDG PAD :.:.::,.. \ basins,Cie. SKIMMER ORFICE SIZE „ Z
O �1 h :_ BLDG PAD r :i=:rH ':'.':ii": ?:i::;i: 1 ! 257.10'
4.5" 2.3 W
CONSTRUCTION r 1 ♦ N / / \\ tih 1 G / 251 2 256.60' I :i 2 1 1 1 / /! /\ 9.Finish stone base of the streets in Kingston Village and fine grade- (DIAMETER I N INCHES)
! /, \ Cn I i BLDG PAD I U
! \ � '•• \ � / ! :�:='a?::`•;�rr. 1D- Pave project,install finished street inlet protection C,utlerBuddies
r f / 1 �y � _ .::• I I , I �...a .. CONSTRUCTION P l , P (
LIMITS P. r ...1 _ y::::::: I
(�' ) 5
1 / m EMERGENCY SPILLWAY
\ 1 � aC ':`�; 25 for example),as approved b NCDE
4, �i:..r•.:: \ C1 Q CB ST-`LSO � • .. ?.:::::: 1 LIMITS TYP. 8 P ), PP Y Q ,
f , 1 \ - ♦ :�:�: r....... CB ST-220• ::::•:::`� - 1 J a / ( 1 � (.�
1 ♦ \ N J ::. r.......... 1 1 ':f": ':' T� _ r
I I ! 1 ♦ ♦ / \ ..-:':'�' - _- -'-' \ \ \ J .�- -�, :{t11 _ :• I f rl � �' I r� � '• :. ! 11. Install meter boxes,adjust cleannutstograde. WIDTH FEET 20 20 W
f r ! f \ ♦ \ _ :t' BLDG PAD::::: 1 p ! "' ' r\ \ 12- Duringall site construction activities no construction or disturbance ( LEGEND C/d
INLET' 1 6 INLET .mul 1 25s ! � /
! I r ! ♦\ ♦ E - 1 75 : 256.OQ' 1 1 / r A shall take place in the wetlands for the crossing or pipe extension until INTENSITY 6.50 6.50
r r r , 1 1 ♦♦ / 1 PROTECTION(TYP.)..•:. ; PROTECTION(TYP.) I .: 1 I I /
! r r 1 1 ` ! ` _ , r,.::• _, ....•_..,..I I i.}. BLDG PA - v, 1 I I\ the final wetlands impact approvals for the project have been obtained. - _ - DIVERSION BERM MATTING
CB ST-270 :.;;;:� 25s.QQ' CB ST 1$0 zss \� / \\ \ 13. Fine grade shoulders&easements.Grass,mulch,and stabilize all Q-CIA (C 0.5, I 6.5) 71.45 14.64
W/
h \ \ \ \ 25S"::...:''•. / I / - l \ ) ' \ disturbed areas. DIVERSION BERM (TYP.)
r 1 r I A. ♦\ \♦ DOUBLE I " GB ST-250 CB ST-230 _ OUBLE -_� 4te® ,- 1 \I
f ! yr ♦ \ 1 '' 1 ^ / 14. Finalize site construction and record the plat for Kingston Village.
\ ur zn t � \1 ! I _ � , 1 P S g _ _„ coNSTRucnoN ululrs rYP.
` ♦♦ \ .- t CB 'ST-200 ! CS ST-170 __ r 1 15. Inspectionifinal acceptance by NCDEQ.Begin Home Construction. (TYP.)
1 ! I I r foa ♦ Go \ // 25s - T 1 - 1 I Xdt---3L X SILT FENCE(TYP.)
r t I f w � N N CHECK DAM(TYP.) 1 D I DOUBLE #'' :':::; f 1 ! , 257 \--, Individual builders are responsible for the their lot erosion control
SILT f n 11 ♦\ ♦ '.•..''BLDG PAD 1 ='i•` 25 I fig' \ `� Plans. aaEc�c DAu
FENCE j I I / \ \\/ / 75rO ir/ 255 2 I 1 r 256,80' l L ;::•'.:::=.: 7 ti �2S \ `,
o
(TYP.) ! I 1 ro /'I �♦ \\♦ / / - - {i ! \ ?:-a ::;;: 1 I :::::i;.i.'i: ,:: \ i SILT FENCE GRAVEL BERM
f 1 11 / '• � / � 255 � z54 ' •'• BLDG.'PAD.,:� I 1 I 25? I I ` •I-YP. 4 REINFORCED SILT FENCE OUTLET
rr ! � 1 1I ' :i::-:::.:''�? '?s?%=`r `♦-� b ''~ �CB ST-240 / zss- S, as I � \ -•CB 5T-160 l..i�': i_:: .`::i::':`..�.�.-.: I Ir- ti ( ) r� o
, f _ _ SIDEII, -'Fail 1 �( COX, DANIEL L. PIN# 49456030I441 TEMPORARY GRAVEL o
1 I r 1 1 BLDG PAD r'r`::'::.. / ♦ ; 1 _ *ILIt C `� CHECK DAM(TYP.) 258 258- - - .a caNsraucn ENTRANCE
f� COX, CHRISTINE A. oN c cE
r \ _ s
\ :�::•�:.�:' :.. - FLOYD PROPERTIES AND ,.�
f m ��' `• 1 •-�-�: 257.40' �:�' 1 / •~�=:`t'?::=::�::... •�' 125 CHEROKEE DR
r , TDB_.,B1., � �/ : :�`���:� -_� sq Y pr^' \ 1:•�.:'- -:�i� '-.�::::::::•:::::..� `
r r rr�
r . I :::::: ::: �.:..-:..: DEVELOPMENT INC
/ � P � \ RAEFORD NC 28376 INt>=r PROTECTION
7 DAY STABILIZATION RE D �''� i:..s::;i::r"ir. � >/V 2 :i�:ir `. S , o
r r r ) Q / .-:::•r.:�:� :':::::::-•.." �s CB ST-190 UgL NS '� = ss / � BooK
s IC \ 6
v
::.-::
_ z5 _ �w T ..=•.. c D `i / �s 901 ARSENAL AVE = o>
..':-`:•'.::�: STREET CUT TO ACT AS DIVERSION j6.60' 8 � .-��.�.�.�..�.�.�.�.� WETLANDS o 0
BLDG PAD ::;: \ o"u
��� \ DURING SITE CONSTRUCTION / r . . . . . .
r ► N CB ST-290 25s.so' zss` ACTIVITIES(TYP.) :: :='i 2 FAYETTEVIL.LE,NC 28305 ro M
r ) :::::r:' - ti il,:;;: CB ST-150
r r ) ti DOUBLE �f BLDG PAD-.':i:::" ~-� - / • sB \ RIP RAP APRON
' \ _ 1 256`J DEED BK. 13G7, DEED PG, 825 ❑ a z
t r h 1 1 256.10' _4 FERR15 L1NDA =a
r f CHECK DAM TYP. / / 1 ` \ ' o
r 2 -(TYP.) '
ti _ BA
! / T
� :'• � � yNDTE:TEMPORARY bIYERSION BI_RMS TO B o
.-...,•...-..;. � CB ST-140 / .:::)'-'.:�..f3tDG PAD ;:::;:-':.';:: / n l23 CHEROKEE DR .a
BLDG PAD :;:=.:' REMOVED ONCE LOTS ARE GRADED AND v
I r ) 1 f f r CB ST-280 �s I`- _ I 256.25' RAEFORD, NC 28376 9-4 PERMANENT POND RISER W/ � � c"
i I 1 I 256.10 / LANDSCAPE AREAS ARE STABILIZED OR \ TEMP. SKIMMER O o
1 BLDG PAD __
/ -
�l - - o
f f AS NEEDED DURING CONSTRUCTION. /
c
r 1 TEMP. SKIMMER. W OUTLET UY \ •tA
r ! l / arm
f
I
DCONSTRUCTIONAP -
r _ s•
APRON
I / -- o I _ � ~z-...••
�r ss .� ���� / a •� at 7 '0 S
- 2 � I \ s
\ a
f 6 �
1 - :��•.BLDGr.PAD•�� T w-
1 �J � "•'..Y�. ru-Fu- -FM- FORCE MAIN N
i � I 5 \~ r�1 f s W a
/ 'o .q / L
r LIMITS T
1 I �1.';'i4,_,.•;:•:;;::;::: } N _ _- .... :•'. 256.40' - \ ~� ( YP.) v
J 1 \ t'•' _ r' - d£ EX. OVERHEAD ELECT. N o
I - a -_, !• CB 5T-120•���
s L \
f , 1 c
_ 2 ,
I s \
1 �i='-c•-..••..--..•. • S6 ..'..BLDG.PAD • 'UJ
101 EXISTING r R
COX DANIELE � c caN ou m _a
: � BLDG PAD ,�••'�. L:':�:. 256.75
! t 1 I
.BLDG•P Q u
:'•11�::-�-.. i' \ CB ST 130 ]2] CHEROKEE DR 1U1 PROPOSED CONTOUR �a
c
256.40' _ o_
r I
=�::�=:• :-� \.�:.. SITE LIMITS OF
1
RAEFORD NC 28376 � ;r i;
r
' r d
! 1 ! _ BLDG PAD '.i•.. \
.�:''•a;' � � I•.. ..•EET, TO DIVER f N
STR CIII s SD CONSTRUCTION
r f �'` - 11 '•:a.:i::.:i.i:i' 1 256.10' / �Sq TURF MATTING ON SLOPE
2 256 1 ;?I II 23 \ I 1 'r 257.Q0 :i I :•:: :: :' :.- DURING SITE CONSTRICTIONFr
\
2 : AcrtveTlEs TYP_
4 ��.••.'•-.�- .'•-.'�. t ) '] '] ACRES)
r r d ! r I 1 _ r �\ �.''•'•'. STREET CUT TO ACT AS DIVERSION 3LDG PAD ...... (1 n} � \ � �� �\ :•=: 't : 1 -,::". 1 �� CB ST-110 _ ` \ (27.97•�` O
►I _ ! �55 I \ 1 ':'• BLDG PAD ::i:: ).;::;: --- - - - O
258- DURING SITE CONSTRUCTION 255.70' � :;::7 ! .- � \ �4 � 1 "•�t:;t:;:=:' `♦ .• \
ss••- -�- -�- -s- EX. SANITARY SEWER
r r r I BLDG PAD ::::=: : f STORM MH
_ ACTIVITIES(TYP.) 257.00' : \ ,2S
r _ _ J
1 1 r
�, ST-300 :•..'�-��:� L _ zs5 \ /:::;'::. HARPER,ROY C.JR
...BLDG PAD -::�:. � Ex.STREAM LINE
\ /
�
\ /:::.::1:• y S
:E:' BLDG PAD I :�::.• .•
BLDG D
HARPER KAREN P.
�\ /
75 / 1\ -r Ex. WATER MAIN \ i
5 �l I '.�• F:�•.�:•/ / HARPER ROY C SR w
! , f r;:':`�;•wv.::.:.•.. N 5 � ,••t:-:.. 1 I rS \ , � . CB ST-100•`rt'�. � 6- .
r r I •.�•/ � S 117 CHEROKEE DR. � P
/
` s � RETA
INING f r' 1 - 5 ! I s ♦ .s YlS Ya-- E NING WALL 2
• t11=
- :0
r - - RAEFORD NC 28376
rf N �
257 PR TE TI 2 - /`...
N� C 0 TYP. uY \_ 1 q 1 _ \
r -h` 2 - 2s. 'r. I 1 � INLET s
5a� 1 s \ s
- lit .-••
D 25 -: � m � _
to
! f r \ STORM DRAINAGE LINE -U
-C � c7 ..:..-.
25 2sq- ' � I 25 r PROTECTION TYP. :• '•'•'' -:::-. "=•::•. tom:
'y, 1 :':T-r?;:'-. 1 )i',BLDG.�PAD;'�:•: 1 1 t � _ \ ` 256. / � =',,BLDG PAD ':i::}..'.` \\ (TYP.)
.:•:F' .:....:.... :. \ \ SILT FENCE �
S SI 2Sq :''-2 255.30' - 1 _ ` ., : ,,:_ \ / BOUNDARY OF AREA 7O •vim �.
I : � - 254 4 _ ♦ ` r.....• BLDG PAD TYP_ O
2. A 1 I I : .- :::.::. '-::\•. � / r AMMENDED TO EC PLAN UP .• ~,
r :,r•........ ! i FJ S5 I If 1:::'_' ` h 255.25' r' /� '.• \
` Y C T- '�'•I \ 2 ` h / APPROVAL OF WETLAND IMPA d
r rl B S 430 el
N _ •� BLDG PAD=: 54 �, • J
_ /
i -' CB ST 32O \ \ MAPS IN FULL EC PLAN.
f 1 �' R r � �rr": � - T OSLUND KAREN A.
255.QQ' "\
H \
5 i 1 1 \ \
„ f . 1 cB sT 31a s ' 7
- D A I �'.r•.':i�•�i` -.--:_..�-....: \ � ` 1 �!--\\\-, 2 1 115 CHEROKEE DR.
., '.' U `, TDB-"C2" :: BLDG PAD •..Y;. � � ��`� /:::•::-':::••. I/
TDB-"Al z R I \ c r \ \ Sr ® � ® ■ ! PHASE uNE / 1�
1 CONSTRUCTION CB ST 420- 1 C 3� zs3 5s / T 540 RAEFORD NC 28376 /! 11
II ! � � D 0 <„ - W/TURF MA 25 ..,• I ' 254.60' I .- \ � � 'y .-•:• CB S ♦ / :;{?i:;:=;:: � / III 111
� 1 - . � �_ 0 MATTING REQUIRED Il11111
7 DAY STABILIZATION RE 'D - \ / `/
LIMITS r _ 2
1 TS TYP. � s r ::F..
( ) s - � 1. ALONG �
11 G ENTIRE �'1 f • / �= A "
LENGTH
r.
1
- i 5 \
� ` 1
3x / 2
N TDB-C2 •'...-.! �=:=.BLDG PAD r L
l591 S.Y. .:::.2• •.'. \ d`7 ( MAX TYP - 2 /
r r r
)( �54
_ r BLDG'PAD
r / VSTABILIZATIONI /
7 DA . BLDG•.•PAD '•:``�:is't:�::
- 1 Y r I z
I ,.� RE 'D s4
t':'::'-�ii''i 5Q � LD
1 f � N �'• BLRG PAD'::.�: ...:;,.,•. � � �.�-�� I.:-- '.'�::::'; `' \ �' �'::.:`.:'..:.;•;:. ,
1 rn 1 ••N �•.. 255�ct..::•... � 0 ..\ 254.50' � \
2
sq INLET -•:• m �. � :::::::•�.�:� /
25 s a /s4 .- /
- .:�.'' ' ••� D NM REX M R AN O
PROTECTION TYP. .::a'::' .:- -... � .�.-.•� ., \ a � -. �
( ) 1 P / / l�
s
�, I •:� . CB ST 440
/ \ DUNN MAHANNAH
DOUBLE ROW ! ..:�... L � `CBS $O. r.�:�:•::�
s Q
/ 1]3 CHEROKEE DR
12 - 54
/
_ 1 �����•ce••sT-sea--- �
II _ •`��1 2 -� 'C
L s / \SI T FENCE - � � �'�//
BLDG PA .�: I .... .. .. I � 1 ,: .:.,•. ♦
_ D..: = ' 1 � �'�''•'••BLDG PAD •.-��: / ."-.• :•.' � _ ` � � • `� / ` \ \ .::..• I RAEFORD NC 28376
(TYP.) 258.4Q' � 'ems� � / \`♦ ` `�� ':
ce sr-4sa ,
25 1 s 4,
b �
254 Ell _
-256_\_ \ CB ST-70 \_ 1 C� 1 _-0 - -:: BLDG PAD_:::':=::;: x� _ s.r_ AL CB ST-47D - � 7 �:• zs4so' �� \\ / � C� �
\ PH r : _ C�� I _ I oo K 253 CB ST-510 CB ST-530 _ s
PHASE � ► ..-1 1 1-� ~255 I .�.:.NOTE, __ . 253 , ? , /
1 : 255jil; .20• E TEMPORARY DIVERSEON BERMS TO BE 9 \ �
t;' +;Pi~` , 1 REMOVED r \ �:: C.'"•';:.. ', / � rp //t1�� `
® _ OYCD ONCE LOTS ARE GRADED AND -_ - 6Y W
l : \ \
--L. `': � I?OUBLEROW 25q 2`J3�` �! LANDS APE � U, / / \ \ �' �" �-::`,• / \ \ � � '•
- :i'•.•BU HARRlS NATALIE
1 25 •� 252 2 1G ♦ 1 I
•I NEEDED DURING CONSTRUCTION. 2S h�' \ \ r �a � 1
' SILT FENCE z 1 I .::: 2---- 25q CB ST-460 _ 2� a} �2 5 ti ♦ zs\ / \ \ O
PHASE Z f�, _ 253 - _ O _ `e, sa :::•�:.:;..::•�::�::-:: I : _ 55 ti ,, � l a 1 \ 1 ]11 CHEROKEE Q V '�
f {TYP-) _ 1 I• - �.�=::k�.' - CB ST--4$0 � \ / -9 �f• \ CB ST-60` / \\ ; � �
b I p - _ 253 I _ -" _ 7�5p BFOQ�_ 52 . TD Z , RAEFORD, NC26376
A- t� co
1 f ti ks BLDG PAD 1 2 ♦ \ \ /. 256 \ �--� 1 w
>r N L _ 'r _ �
�- Z
1 252
j � 2 -2 Q � I
I
1 - -
5
•' s I
l�
:,. CB ST-500 - \ {o LI_
,,,,, �; � T � `� L .• I - BLDG PAD :•:::::: I •L`_::.:, =:.�, PSSB 1 \ \ G� ♦ ? - W!TURF MATTING REQUIRED '•I- Q� Q
CHECK DAM(TYP.) .. :.::::: :::::. "C ;1 s r 1 -
ry255.QQ' TEMP.SEDIMENT SKIMMER BASIN �/Q \ a ALONG ENTIRE LENGTH OF
" - -- -� • 251�- 2 -_� r `�1 1 \ _ CY Q \
• _ - S / -2 TO REMAIN IN LACE IL END OF CB ST 5O
lr 3 5 P UNTIL 5a TDB-E2 376 S.Y. P.
-• 255 - • �'�' - -
\ __; ( MAX))(TYP.) COOPER, ERIC EUGENE I6 X
SILT'FENCE � � � ;.-:I �:�: BLDG PAD ':-,;- I '•' a� 253 � PROJECT'WHERE IT WILL BE CONVERTED TO '1' - � \ * •,
25�' 1 _ _ 253 PSSB-I INLET 2 ♦ •" v /�� r \ 7 DAY STABILlZAT10N REQ'D
WET POND A.BAFFLES IN SKIMMER BASIN -2S \ Y \ 107 CHEROKEE DR O O
TYP. 2 s 5 \ Q�
�- s s
AT 65'. S- - L TO BE EQUALLY SPACED Z
Q 2
S -
2 ":'����/ /.:�:�`•" >r RAEFORD NC283765 4 #�
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- HOOKS,MONA ELlSE
♦ �: BLDG�PAD�: #�REINFORCED SILT �
+r / 2
1
r
v / \
�
FENCE
05 CHEROKEE DR
0 C OUTLET - s N
5
\ / � _ _ _ .::::� 254.25 1 �:.� " I 1 ��_ s CB ST 40 I RAEFORD NC 28376-0000 O �
(TYP.) 254 b� 'v`•��:: � \\\� a ♦ 'L.::• 'S ll7 �+
- -2 �'1 t
WETLANDS z.::. z 5. �^ __ ,z _
r � TDB "A2" I 4_ HEADWALL U
' .• f ' �• 3LDG PAD .��:::�BLD6,PAD :}.: � PS56-t INL •y AA5 \ * s,� I
GROUND STABILIZATION - ` - �>� CONSTRUCTION 253 I II W1TURFMATTINGREQUIRED r '.' IQ° - . tie9; tip ' 'Z 2y ` 2s2\1 ?Si.
r // ` •1r ` 253.Z 1 ..s. 253.95' .9 T- � .I
• ,� ALONG ENTIRE LENGTH OF I ` `/ \ 2 \ \ "'' DOUBLE ROW
SITE AREA STABILIZATION - LIMITS P. 25z r 1-�/ _ F \
EXCEPTIONS r ! , ) 1 TDB-A2(1525 S.Y-MAX)(TYP.) f ___L 2 prd \ �i ',tiol - s t CHECK DAM TYP.) "� SILT FENCE
DESCRIPTION TIME FRAME _ " ' - \ *7 DAY STABILIZATION RE D / `7 _ I _--, s2- 42"HEADWALL Z h a� + :: ';::;. �7 ry.
PERIMETER DIKES, 7 DAYS NONE � r 1 � �� Q �- TYP.
SWALES, DITCHES r . . l ``. \ _ 'y_Jf ! 1 j `. L`' N L� r�2p. 296 CB 5T-30 \ ryh (TYP.) d
& SLOPES - , - ` 1 �_ � �, a _ OF l BLDG PAD ::'.. MCKNIGHT SHANTAL CS
HIGH QUALITY 7 DAYS NONE ALL EROSION CONTROL MEASURES TO , - 1 - ! -Y �`��� O I `~250 -_ -�v / _. ..__ _ \ `�?pa 25z.Qo' Aso 6345 BENT TREE DR
WATER ZONES . �f` _ 7�? 1 [[��_ �`, -2rJ3--.,. , \ -` Z
H BE SHOWN ON FULL EC PLAN -� . zs - Dp S.D OUTLET I '2v 5l F 1 FAYETTEVILLE NC 28314 Ifffffs
( QW) - �.}.�� 253 un
252 - _ J' -� - P556-#t ['SSB-�It 9 r INLET
SLOPES STEEPER 7 DAYS IF SLOPES ARE • / + 25 2r ` CONSTRUCTION It7\
THAN 3:1 10' OR LESS IN FUTURE EXTENSION OF ` 1 C- 3
LENGTH AND ARE '* --- ZT'! 1 { o,' �o \ _ \
n -s.D OUTLET Er I _ o- \ LIMITS TYP. J
NOT STEEPER CONSTRUCTION _ S J(� SILT FENCE -251 _ _z5D -},_,1 rlrr h - ou-- 2 \ 1.___ ., .F''
�'- / •::: \ ( ) PROTECTION
-�� PHASE 1 - 1 { �, �-252_---- � � \\- 252 25o ry 1 ?s / �,:: _ � \�` 1` (GUTTER BUDDY) LU
1HAN 2:1, 14 AMENDED TO FULL EROSION Moray IN �, (TYP.) 2 , ; 1 1 I - BAFFLES(TYP.} 1 ;':a :- 251 _ \ ' (TYP.) tD ® N
DAYS ARE ■ ■ ` rt11� ha'� `- 24B 49- 1 2 1 ` :.:. ` %--..: -\ 'I•
CONTROL PLAN UPON APPROVAL OF R 2 ��_ c ` \ - \ t : .o�" ::: -� INLET y
ALLOWED c_- ^ }�- trs p \� ` - 1 _ �'� PROTECTION(TYP.)
SLOPES 3:1 GR 14 DAYS 7 DAYS FOR WETLAND IMPACTS. • PHASE A�� 1 , �' PSSB-al \ _a, =: BLDG PAD A O%
FLATTER SLOPES GREATER . rI A c!Y ( 1 rY �F - 5.DOUTLET4 .
D B A �\ 251 250.35' `
THAN 51Y IN NO CONSTRUCTION OR DISTURBANCE SHALL 248 `� )( �- 1 `--� w \'r - \ .\ , CB ST-10.250-- Y• •� / ' / -' Ul
PAR�, 11�jA 7, fir. _ _ ,.�. >� , '`\ :. 250 _ oC
a
LE (EXCEPT ENGTH �] 248Z____ --� �` , 24g
ALLWITH SLOPES AS 14 DAYS FOR PERIMETERS APPROVAL OF WETLAND IMPACTS. ` - / .\,'N s' _ _-- y 1 1 - _ - \ 1 ••= :'•:'
TAKE PLACE WITHIN THIS AREA UNTIL � � C� , Z.
FLATTER THAN 4'1 �R �1 L _ .24'l �, . 247 t ® CONSTRUCTION PSSB-I-EMERGENCI' 1� , ~ x49 +: : _"
AND HQW ZONES SEE
�(\�• �T �F - , � _ _ tr 9 ,�
�.1Efv O""�O�\f ` - LIMITS(TYP.) \ _ - 1 5-IAEE DURING
IT ACr CONSTRUCTION
LLLiii YYY � Sp[LI_WAl'
•C C 1�r _ _ • � - DURING SITE CDNSTRUCr10N ' ` • ' �.t ""
E PL O ` l r WETLANDS `�' `�M1 �' P `-t- -.25Q ! J I 15"HEADWALL ACTTVFTIES(TYP.)
TEMPORARY DIVERSION BERM VELOCITY CALCULATIONS L - -'` - _ s S5� "- a x . \
N L *- - - ~ PSSB-I INLET03
A 5 � O p ]�r ,t-• �`.L _ �� RrSFR(TYP.) L�� f248 .
BERM SIDE BOTTOM MIN. O-CUMMULATIV VELOCITY 12B . �. ~_ ~�`�48 \ \ � TFKIP SKI h ER(TYP.) z/ ,1 1 --Z47��-�247� % ' 1• \` 1 t
DEPTH AREA (AC) LINING + r` -,' -
SECTION SLOPES WIDTH (FT) E (F/S) • - ``` - `y` ��_ _24$
TUB-At 3:1; 8:1 1' 1' 70 AC 2,29 CFS 1.95 NO - -- ♦` �` -4`_f� I 1 IR"DIAMETER WATTLE(SILT SOCK) Z
' �� ~ ~' � ' r]. �� PERIMETER PROTECTION TO BE �\
TDB-A2 3.1; 8:1 2' 1' 5.19 AC 16.88 CF5 3.23 YES - - --\ �y ~�� �` �- A$ / � 1' _�-r L�6'� -- 46__- USED. SILT SOCK TO BE TRENCHED \``\ laic
_ Imo'-: �� _ 2 y �� 2 T INTO EXISTING GROUND WITH \� .247 � �
�; - ` - PSSB-I f- - 249.- ���� �5 / �r STAKES AT EVERY 8Fr. \ \♦
TDB-B1 3:1; 8:1 1 1' 1.54 AC 5.00 CFS 1.94 NO _ \
OUTLET \ . ' A9 $- /
-` ♦�q 1 �A. 2 z47. tl (TYP.) / \ \ Lu O l�
TDB-Cl 3:1; 8:1 4' 1' 1.fl8 AC 3.50 CFS 1.90 NO \ � 2��L
TURF REINFORCEMENT �• \ / ��`S i r 2q� _1>T� \\ 4)` \;, \
MATTING TO LINE UP TURF MATTING f \ \
TDB-C2 3:1; 8:1 5' 1' 8.16 AC 26,53 CFS 3.34 YES TEMP.GRAVEL CONST. �s
_ THE SIDE OF DIVERSION BERM ALONG PSSB-#1 f 24"HEADWALL r /�f' hG' '� \�\
_ MAX) • _ \ �r 2 2r ENTRANCE(TYP.) ` < �s \" 246 "Z' 'J
W d AND iO EXTEND UP TO THE (2248 S.Y.MAX (TYP.) i r \
TDB-D1 3:1; 8:1 3' 1' .69 AC 2.24 CFS 1.94 NO 7 SAME ELEVATION ON THE •7 DAY GROUND STABILIZATION **14 DAY GROUND fr ' hA� \ ♦ IY IL U1
COMPACTED uiN. EXISTING cxouND REQ D(TYP.) l �"� 2 GRAVEL BERM ACROSS R/W 2R 2�5� \� ` \
SOILSOILSTABILIZATION REQ'D 18"DIAMETER WATTLE(SELT SOCK) Q/ \ \\
TDB-D2 3:1; 8:1 4' t' B-69 AC 21.75 CFS 3-72 YES , 4, r- �r PERIMETER PROTECTION TO BE (TYP.)
�� f
..•� .. r� Mw. �, {TYP.} scale
- •1 .1 4.:� y w, r. \�r"•.a � USED. SILT SOCK TO BE TRENCHED \ `Q �\\ -
r " s INTO EXISTING GROUND WITH V.
TDB E1 3 8 1' 1' .28 AC .90 CFS 1.99 NO �' �� ♦ / / "All construction to be In accordance With current STAKI3S(TYP.)EVERY \ �-{� 1"-60'
L j �
TDB-E2 3:1; B:, 2' 1 ,.so Ac s.1s cFs 3.zo YEs R;p Rpp - d �� ' applicable Hoke County, North Carolina Department of Field Book No.
50
��' -- Transportation (NCDOT), North Carolina Department of N/A
TDB-F1 3:1; 8:1 1' t .77 AC 2.50 CFS 1.95 NO Environmental Quality (NCDEQ) and/or Hoke County 60 30 0 60 120 SHEET
DNERSIRODERM W! 12A 0l= 23
ROLLL DIVERSION
APPROVEDEQUALTODE USED Utilities Standards and Specifications."TDB-F2 3:1; 8:1 2' 1' 4.51 AC 14.64 CFS 3.05 YES 3d❑ ON ALL nIVIRSIONn(N SECTIONS ON THIS PLAN. p
SCALE 1" = 60'