SW6231107_Plansheet - Other_20240813 (2)

MAX VALUES FROM 10 YEAR STORM CONSTRUCTION SCHEDULE LEGEND drawn by L.S.
(INITIAL CLEARING,GRUBBING AND MASS GRADING)
LA K OA
OUTLET PROTECTION / RIP RAP APRON C A L C 1. Obtain all permits before beginning construction. DIVERSION BERM W/MATTING checked JK-JR
ry g4
2.Install gravel construction entrances at the locations shown,then - DIVERSION BERM (TYP.) reviewed JK-JR
PROJECT install all silt fences,silt fence reinforced outlets,and silt socks ._.m ® � � � CONSTRUCTION LIMITS (TYP.)
PSSB-1 INLET #1 PSSB-1 INLET #2 PSSB 1 INLET #3 PSSB-1 OUTLET PSSB-2 INLET PSSB-2 OUTLET PSSB - #1 PSSB-#1 PSSB - #1 PSSB - #1 PSSB - #2 wattles around the perimeter of the construction area. - -'t-�� SILT FENCE (TYP.) date MAY 2023
$ITE S.D. OUTLET-1 S.D. OUTLET-2 S.D. OUTLET-3 S.D. OUTLET-4 S.D. OUTLET-1 ) A
Rom \G�'w Y 01 3. Construct permanent skimmer basin 1;PSSB-1,and permanent CHECK DAM
Doc
Jy ,, 2 4 18 18,, ,, „ skimmer basin 2;PSSB-2.Along with their accompanying riser, job no. 20-1035-02
R
/ (do) 42 42 15 2 4 2 4 2 4 24 2 4 headwalls and stabilized outlet setup as designed. GRAVEL BERM
� PIPE SIZE z E n W = � + do 4.Clear and grub,strip topsoil and construct all diversion berms, REINFORCED SILT FENCE OUTIET
o
Q 12.75 CFS 17.16 CFS 1 .11 CFS .63 CFS 4.99 CFS .38 CFS 5.18 CFS 21 .75 CFS 26.53 CFS 16.88 CFS 15.13 CFS cheek dams,and armor the berm sections as noted on the erosion
JOHt1s �
' yam control plan with turf reinforcement matting. VEL
CONSTRUCTION ENTRANCE
VELOCITY 2.00 FPS 2.00 FPS 1 .00 FPS 1 .60 FPS 1 .4 FPS 1 .4 FPS 2.70 FPS 7.0 FPS 8.0 FPS 5.3 FPS 4.9 FPS rl
us ao\ G?o� o 0 5. Continue clearing and grubbing of the site as necessary. w
Pa 6.Seed and mulch all completed diversion berms within 7 days of INLET PROTECTION
CIDa d o 10.5 0 10,5 0 3.7 5 6.0 0 6.0 0 4.5 4.5 6 6 6 6 their completion. ry
WETLANDS
7. Continue mass grading of the site while maintaining all erosion Z
ROCKFISH RO SR 406 " " " " " _ �� a control measures and diversion berms during the site's grading.
d 50 � Q
8.5 8.5" 4 5' 5 5" 4 5" 6 +j 5" RIP RAP APRON
Rip Rap d 8. During all site construction activities no construction or ,
La (CHART MIN.) 2 2' 2 2' 8.5 13' 13' 9.5' 10' 1 3' 16' 13' 1 3' 50 disturbance shall take place in the wetlands for the crossing or pipe BAFFLES as w s'
final wetlands impact approvals for the project 9-0PERMANENT POND RISER W/ ,�
extension until the r~'}
.J TEMP. SKIMMER O
> > r r r f r , , , r l.J have been Obtained. TEMP. SKIMMER. W OUTLET
W 25.50 25.50 9.75 15 15 11 11 .50 15 18 15 15 m_ •'0 APRON 04 ig
9. After completion of all site grading,re-spread topsoil,fine grade, / [••I
VICINITY MAP „ „ „ „ „ „ „ FM FM FM -FM- FORCE MAIN
NT5 �THK. 22 22 8 12 12 8 12 12 14 1 2 12 3do seed,and mulch all disturbed areas that will not be disturbed by the Z
-oHF qff EX. OVERHEAD ELECT. 0 0 (,
subdivisions utility work within 14 days of completing the site _____- 101 ------ EXISTING CONTOUR U m z
work.
101 PROPOSED CONTOUR
r 1 Z
CONSTRUCTION SCHEDULE Lv Q
lr i 1 STREET&UTILITY CONSTRUCTION) '�
C) O 9 0
f f r I ( TURF MATTING ON SLOPE (L
r f 1 I. Obtain all permits before beginning construction. O
! 1 ( ---SS___SS---a---S3- EX. SANITARY SEWED j W � � �
2.Maintain previously installed gravel construction entrances,silt fences, o
silt fence reinforced outlets,silt socks(wattles),and diversion berms- EX. STREAM LINE Q _
Adjust berms and silt fences to work with site grading. Z
3.Begin installation of gravity sewer,manholes and laterals for Kingston --* oc WATER MAIN
�•yr Village.At this stage the road will naturally act as a diversion berm at z
DOUBLE ROW BLDG PAD ::: = 1 f ! !! WS_V5 .� RETAINING WALL ^C
- various sections,allowing for the removal of some of the intermediate O
SILT FENCE
25
4 f - (::,•_..� diversion berms previously installed around the site. [� o
PHASE 1 ( ') / �'' w= -'=: ! _-254-~ lrrr` 4.Finish sewer construction in the project and begin storm drainage for S' `-�5"' STORM DRAINAGE LINE
~255 ' �'�::::--• Kingston Village. BOUNDARY of AREA To BE
® � ` ■ f 1 ,� ' ! !rr! . AMMENUED TO EC PLAN UPON z
P - ', z54 253 - - 1 PAR AJA 5.Construct drainage structures,install inlet protection and finish storm APPROVAL OF WERAND IMPACT w
RASE 2 1 1 } r ! -r 1z05 _ IA r drainage. MAPS IN FULL E.c PLAN.
z r Tr L�
!r fr !r r A 253 _ --- � � - `'! L 6.Install water line,laterals,fire hydrants,etc.
CONSTRUCTION 253 / �` ::- Ros � PIN# : 494560301441 7.Install underground electric and conduits. �m ■ L:ti-:- PHASE LINE
r P
1 ! f� ► ry LIMITS(TYP.) -� ' _ ui r r l:: S L: Er. O CO 8.Finish fine radin ,install curb&gutter,adjust manholes,catch �W
FUTURE EXTENSION OF h ' - - -=252 - e ;tofu•- C P] NTR FLOYD PROPERTIES AND g 1
CONSTRUCTION LIMITS(TYP.).TO BE -252- _ 25q ' -`-Zss 1 :::: '4.:-:::l1 r I-A S 0� basins,etc. Cn
- _ !;yEr PI,A DEVELOPMENT INC 9.Finish stone base of the streets in Kingston Village and fine
AMENDED TO FULL EROSION 1 V g g grade
CONTROL PLAN UPON APPROVAL OF - - N !-�- - - � � 2.�' '' 'r• - 2A 901 ARSENAL AVE 10. Pave project,install finished street inlet protection(Gutter Buddies
\ • r� _ 251- _253 J ' `'' / r:';1 RI for example),as approved by NCDEQ.
WETLAND IMPACTS. h \ :>✓ _„U
{'IYY.} :::;::::;;: :'``. 1 - \;~ ��-__ 25z `-- `� / : zs4.bc' u.,:�, FAYETTEVILLE, NC 28305 11. Install meter boxes,adjust cIeanoutstograde.
fl f I f::: 1 ` _ ' / / ' ' '`r:::,.:•- _ DEED BK. 13b7 DEED PG. 825 12. During all site construction activities no construction or disturbance
NOTE:TEMPORARY DIVERSION BERMS TO \ g DOUBLE ROW r REINFORCED SILT .>, _y2S ~--� zss / _ 1 ' •rr shall take place in the wetlands for the crossing or pipe extension until
REMOVED ONCE LOTS ARE GRADED AND 'I '� �♦ SILT FENCE FENCE OUTLET(TYP.) ""'�. _�49 -- 0� _l�.\. •�_, ' BLDG.PAD `_:;:;• ' r. r::: the final wetlands impact approvals for the project have been obtained.
LANDSCAPE AREAS ARE STABILIZED OR 1 t. 254.25' r
(Typ•) _ / a� - _ zs4 252 i`: ' ' •�,� 13. Fine grade shoulders&easements.Grass,mulch,and stabilize all o
AS NEEDED DURING CONSTRUCTION. ` / " � ■ �� ' � .�::1 >^��
f ■ zs3 ' / BL.DG PAD disturbed areas.
WETLANDS = M
NO CONSTRUCTION OR DISTURBANCE SHALT :: 1 \\ - / `11 - , # �\ z - i i F 253.85' I _'.�. zap...- 14. Finalize site construction and record the plat for Kingston Village.
_ _ s.:.
:1 4-
TAKE PLACE WITHIN THIS AREA UNTIL 1 I I ` '\ ILT FENCE I -� TDB-"F2" - \� $z �' 'r f.. ! i f -� L i.A 15. Inspection/final acceptance by NCDEQ.Begin Home Construction- � o 0
APPROVAL OF WETLAND IMPACTS. - I - (Typ- 'r - w/TURF MATTING REQUIRED r ` :`�` ~��` �Y _ t`- f -- �'l I Individual builders are responsible for the their lot erosion control -0 0 0
r 1 r/ _-� I \ ) 1 , Q - -�� �\ I I _ / ! tans.
I 1 :� l I }} 1 - \\ " TDB Fz{a6 ALONG ENTIRE
MAx LENGTH
SILT FENCE _ \ -�_
ALL EROSION CONTROL MEASURES TO BE I 1 \ ll - )f (TYP.) '1 ����- ��� '=-- ___zss! `-_ 1 1 _ 0
I \l _ r *7 DAY STABILIZATION REQ'D - • 1 -�- `�� 4jd f "250--`
! 1 f I r SHOW NN FULL EC PLAN \ - r `fi /'2-25 53 - 1 _ a E
Z L-_ -_ DB-_C''
1 I f ; i �` TDB-"FI" CHECK DAM(TYP. - - 11 , CONSTRUC N `_ -�\ __ �� 25D - 2 2.52
SILT FENC I
Q I 1 t *7 DAY STABILIZATION RE D ` \ J �® x� _ -_ _ j' �f� _ E
Q' v; ! LIMITS(TYP.) 'R � i rn� 1 1 ` ..II� E
(TYP-) , ►)- , P Y � C_��-- 4 25 250 1 ��----- 1 j ` N 25?-- g�°u d
RASE 1 _ , 1 1 1 r d
� 24�� z43 1 1 ' TURFMATTMG @ o e
INLET \ t3` �2 / \ , • / - • -- �r � \ ALONG PSSB-#I Z a
r , o :'_ .: ,. - PHASE Z - "►� DB-A2 � r \�.:. . _ � 6
O �y _ LP 1 1 c' o \ a (2248 S.Y.MAX)(TYP.) a
I f I 1 + PROTECTION(TYP.) p C :':.'� `::. / �� 1 Sq S2 1 NOTE:TEMPORARY DIVERSION # ' +� \vim ? SZ-\ . D m
r, \ { 1 2O : BLDG PAD .. / `_._. / t - .a• 11 _ 1 \tom • 251- 3, 7 DAY GRR Q D(TYP-)
�)ILIZAT[ON o
BERMS TO BE REMOVED ONCE LOTS' 2 �Y 1 � ■l�X � � � s N a �o }`
I ! I y :! \ _ 257.15' `?ss ARE GRADED ANDLANDSCAPE - , / 24t _ _- C 3 5 I m
1 B ST-340 \ \ / - AREAS ARE STABILIZED OR AS w / SILT FENCE R.� ;yL#y 1 CONSTRUGTlON _ .. _ o
}
CB ST-JTFJO'{ •'::::....9 TURF MATTING NEEDED DURING CONSTRUCTION. - "z47- V LIMITS +� + 04.
- m w
I 1 ) S r I i 5'.)"-`[i;_;'` •- , 1 \ / `, - ' - '/+ (TYP.) - _ _- ® 1• DEEP POOL + ,&
-.;\;;;_::..::• =. ALONG WESTERN SIDE OF ENTRANCE DRIVE - `�f a o di v
r r ! f �' \ �.: � , �� a 2s 2 - 7',r24 . _ - - � I - r//- - �-� _ -��, N - � TEMP-GRAVEL CONST-ENTRANCE �-• �..
r ! �-::::•:-:�:-:•:: \ (ssz s.v.MAX)(rYP.) .-- � s s / _ o, m
1 1 I \� \ d \ \ •7 DAY GROUND STABELlZATION REQU(TYP.) J ♦' 252 " ,� - TEMP SKIMMER TYP. WETLANDS , / • , REINFORCED SILT :` y� - 4��~ - PSSB-1-EMERGENCY \ _ of \ \ (TYP.) v E
r f r ! ! \ \ ` ! :1::::: .. / \ i PSSB-#2 ( ) / ~\ _ _250 -- - ry o M c v
11, \\ \ BLDG PAD \\ V`_ \ �' / / ♦ " , / r_ \ FENCE OUTLET(TYP.) -►� � ` _ SPILLWAY \ PSSB
1 f ! r I l Ir I \ \ 257.60' \ \ // \ - ..: � \ 252 S.D OUTLET I 24�g -` r / / , •` t ��� `moo RISER
(TYP.) 242. . _248�C��<�
? I r r f 1 f` \ 1 \ \ ♦ STREET CUT TO ACT ASDIVERSlON ♦ �',� / '�� 52.2 PSSB-2 _ i �/ f.l, " y ,` 248 ���/ �� P/ 1 ��'' \ �24-7
•.
! 1 1 I � \ UR GSIT£CONSTRUCTION �•-'•�..',.-:•� - �:�'::: \ _ r - TEMPSKIh1MER(TYP,} \ \ 24 � _ ~�`
\ _`.::':CB ST-360 \\ \\ , 2sz 2 `� ._� / \ , �\ ` ` _ / x� Ji' `.
1 I r 1 4I I \ _ �-:: \ \ ACTIVITIES TYP. < BLDG PAD :., ♦\I 48 _ i` _ ` i' ���1 4l - /�� N
I f I ! 11 VII CV Y'.:- \ \ �i ( ) \ _ •In= i z 2 i. i 'r -,r` ' \\r -� , WETLANDS , ` \ \ ..24k' Z4$ �1 �� �1 �� O
1 ! 1 t r t J111 I a 1 \ \ \ \ _ �/ ♦ 255.50' , \ 2 2 y 52ZA`3 p9 a0 C
�, 1'?:r:'-{{•:_:': 1 \ \ _ \ \ i 48 - 49 _ _ -. _ �` �� \.' ` -'.jh5 'L 'Y i _ - �' 4_
! ( r r !III
IEADWALL __-____
_ __
\ s za^ _ _\ ♦. HEADWALL -
1 ___ -\ `� - PSSB_I �1-� 4 ��� GRAVEL BERM ACROSS R/W �
- _ _ `. a / �
OUTLET `r`\• \� 9- � 1 ' \` \ /I I 1 l I I / / i 1 ♦ _ `- 42 ------ ?4 a �2A 247- / (TYP. \
, .�_:: \ \ CB ST- C +T 2 z CONSTRUCTION -♦ ---_ __ `. \ /5/ so"HEADWALL Z,(+� r'
r r r I 1 . / ♦ \9L /I CB ST-440 ESM 246
\ O-
f r I r r r CONSTRUCTION / BLDG PAn \ . Me 20 DEN - - LIMITS(TYP.) ----` \ /- ----- __ .\ ? �♦ ,_.21�5 (P
I r I I 1 1 LIMITS P �\ 257.15' �\ \\ -, E� - - DOUBLE ����` ?9�r \�` \ \ // - `2g ��$� `241. \ �S'\ ^ \ 1 \ \ / ��L� - - -_o J '
r f I r ) 1 I '� '' \ ? �e \ 9` /"IN
` -1 \ 1 ��� �r cr' q6' CONSTRUCTION
f I T r ! \ ,i�' �- O \ S2 PSSB 2 \\ \ �\ `� \ \ n 1 \ ! \ 3�cJ '✓ '-'`2 -
! If r I y :. \ V V�S - PSSB-2INLET AFFLES(TYP.) ) \ \ • C f ` \ ' SILT FENCE LIMITS
( \ \ 1 \ ��
AY
f1 ! r r r ! 1 ! INLET C �~� Y ` `` RISER TYP. _ \ ♦ ♦ ♦ \ \� 1 \ t -
+.i..I ; j r 1 r i I III+ / / \♦' ' PROTECTION - r l �`[! - - - ---- - ** {TYP.)
r 1 I 1 I ri �i / \\ / ` \ \ 1 `f- _ - TURF MATTING POND B IS TO BE LINED`5[E �\ `\ / �� \ GRO14 �ND\
`::. ALONGPSST"2 POND DETAIL SHEET FOR \ \� / �� \♦ ��
I f / r i / ` / +4'- �. .. ♦ 754S.Y. YP. POND LINER INFORMATION_ ♦ \ ` �� \ .♦ '� --� \
r SILT FENCE ' F� / CB ST-3917' __ / :.. - . t MAX))[ ) \
I \ ,� SILT FENCE •7DAYGROUND _ sTABIuzAT1oN ,♦ • , _ / SITE LIMITS OF •,
I_- -! .
I r ! i /� ✓r+lt I ` / / / /! �� \\ 255.50' / (TYP.} ♦\ STABILIZATION REQ'D(T'YPJ \ ♦\ \` �`� REQ'D (TYP.) \T 1 �r '' �. T T
f 1 I r i 1 )III ( / ! :'BLDG PAD'i:::•: / ♦` !!� b / \ \\ `� �\ \ �♦ \ ! � 1 iii CO�F1V S 1 RU C l ION
I8'DIAMETER WATTLE(SILT
2$ - ♦ i'� �- SOCK)PERIMETER PROTECTION
PSSB-2 \\\ 1 �♦ `. CHECK DAM(TYP.} II soc osB 27.97 ACRES
1
I I I \ - � TO BE USED. SILT K T ( )
r i
0 _ \ TRENCI�D TNT Exl TIN
CONSTRUCTION
TEMP.SEDIMENT SKIMMER BASIN
I1 i \
V. ,
1 ! / GROUND WITH TA A
TO REMAIN IN PLACE F _
LIMITS TYP. c UNTIL END OF PROTEGE _ _ �'
r - _
\ EVERY sI r.
/ 1 WHERE 17 WILL BE CONVERTED 70 WET POND REINFORCED \ } /
BAFFLFS IN SKIMMER BASIN TO BE I �. I L/ . CAP.)FENCE OUTLET
f f I r I I1 1 / 1 -'.\•'`-i.•..'.- -�`..: - �I EQUALLY SPACED AT 34.5U. : (TYP)
r---- 1
1. -_-
� / i
1i�1 _1 \ \ � \ %�.��� ni \ 1 O
I i ! r ! 1 1 / ® sr is ''= "'' 1 f c� ♦ l - - FUTURE EXTENSION OF CONSTRUCTION M
I I r j ( 1 1 1! _� / 1 :•?� .;:' 1 j \ ' 1 J �`_Ji' i t '���= r�� \'/
d �/f 1r' / �-
` :r:i��,::.•: f � � � � ! LIMITS(TYP.).TO BE AMENDED TO FULL
EROSION CONTROL PLAN UPON APPROVAL OF WET
ILT FENCE e-
r COUNTY OF HOKE -I !r s l r r ,r ,'f (♦ � �� � / � � IY- // //^\\ r , 1 �� -,���, ,/ \� LAND IMPACTS. � (0
I I 1 C-y- / / � / (TYP.} PO BOX 210 rf �i��' �s'�- --- \� + > r 1
rr/! 1 , 1' 1 I `�.- _/_ / k` I RAEFORD NC 28376-0266 r -�- ��� Q y 4 O
I � � '� • ��-•-�' \ ALL EROSION CONTROL MEASURES TO BE r
DEED BK. 947 DEED PG.531 I
SHOWN ON FULL EC PLAN 00 O
ff lr t } _ I- `y - ~\1 `� 254� �___7 _ II !! F1\ - i' - Co 1 IL
NO CONSTRUCTION OR DISTURBANCE SHALL '� � r
TAKE PLACE WITHIN THIS AREA UNTIL X
LUMBEE RIVER EL EC EMC APPROVAL OF WETLAND IMPACTS. 0 .�
! -/ HWY211E
PO BOX 830 __� \� / l i 11 _ �� - m �, f/)
RED SPRINGS,NC 283770000- // ��' - �� �- - O
r _ �; i DEED BK. 641,DEED.PG. 620
- r HENDRfX,JOANNE V
r 5604 FA YETTEVILLE RD ``- \` ` j \ \t ♦V,- I /� -�����
RAEFORD,NC 28376-9421
cry BK- 00, DEED PG.E-6 ��� ��� ♦ !` \ ��- �' ���'~� �� ■
252"
w
`` \♦,/ - GROUND STABILIZATION AREA
DE CR PTION TIME FRAME N EXCEPTIONS IIIiV
_ ' -r\♦O � PERIMETER DIKES, 7 DAYS NONE
SW L DITCHES
SLOPES
HIGH QUALITY 7 DAYS NONE Cd
WATER ZONES
j ,Q (HQW)
O a� SLOPES STEEPER 7 DAYS IF SLOPES ARE W
`1 ` THAN 3:1 10' OR LESS IN
LENGTH AND ARE
NOT STEEPER
THAN 21, 14
DAYS ARE
ALL•, SLOPES 3:1 OR 14 DAYS 7O
DAYS
FOR
FLATTER SLOPES GREATER
TURF RETNFORCEMENT THAN 5V IN rw
MATTING TO LINE HALFWAY UP LENGTH
ALL OTHER AREAS 14 DAYS NONE EXCEPT fir
OF DIVE4YTH SLOPES (
TB£D TO SIDE EXTEND
BERM FLATTER THAN 4:1 AND PEMM
Z S) LU C
AND TO E}C-ATI UP TO T IV Z Z
��� 7 SAME ELEVATION ON THELU
MITE EXISTING GROUND
h_ ,`" .' � "All construction to be in accordance with current °qC
applicable Hoke County, North Carolina Department of
Transportation N D
p ( C OT), North Carolina Department of scale
Environmental Quality (NCDEQ) and/or Hoke County 1"=60'
D1v£RP BERM DEQU NOTE: NO CONSTRUCTION WILL TAKE PLACE
Utilities Standards and Specifications." Field Book No.
ROLLMAX 5150 OR APPROVED EQUAL TO BE USED
oxALLDrv£Rs1oxBE scT,GNSONTBISPLAN. IN THE WETLANDS FOR THE CROSSING N/A
OR PIPE EXTENSION UNTIL THE FINAL 60 30 0 60 120 SHEET
WETLANDS IMPACT APPROVAL HAS 12B OF 23
BEEN OBTAINED. SCALE 1" = 60'