NCC232090_Site Plan or Location Map_20230712

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HOMEOWNERS ASSON•ES - ) fir" \
DB 2389 PG 605 \ I -� e �2 2
PIN 3703-52-99 VA5 V' y \ w�\ r
D '�4. 9 10 6 raa -r4> \ ` CITY OF
WILSON SITE DATA: #4 ��
/ N. ' f tiJ r,a \- \ \ PIN 3703-67-8757 TOTAL AREA 32.2 AC or, s°S-9c� '"T
rie-
• E y S S ,,� LINE DATA TABLE ZONING SR6 'QP `�
/ / <y3- 1z5, a. 4q, 11 a•78 SS\ \ \ UNE BEARING DISTANCE NO. OF LOTS 62 - BUILDABLE LOTS \,e�`" 3/
/. y P \� w u NN z5.45'3o'w E 53.16' 1 - CONSERVATION LOT
31 .*>. s I
134' 25 ,a 26 �S7 u N 3T08'18'W z4.ea' MIN LOT AREA 463000 TSFAL ,�3
SECTION 6 ` 1 $ .O r_.• \ 'fir° +rs ++s L4 N BT43'S5'W 14.68' S.
Ilis N 34.4z'SB'w 3s.23' MIN LOT WIDTH 70' ��k e„
/ RAVEN RIDGE m ,� 1 \¢ tl ^
PB 29 Pc 66 12 try ea `� L6 N 79.34'S0'w es.ae' LINEAR FEET IN STREET 2640 LF �.
,� �/ ,yti ' r?5' 43' l; \'*' PROPERTY REFERENCE . . . DEED BOOK 2772 PAGE 51
N L7 S 85'39'25'W zz.67' PARCEL ID NUMBER 3703 62 9077
L
la a/ _ - w
la S 59'21 03 W 15.23
/ I �•" 233' _ _ L9 N 6T57'23'W 0se' Vicinity Map
L11 N 1749'S5'E 20.56'9777 Not to Scale
�' O7 14 13 24 I w CD
3 m11 L11 N 48'1823'W 9zn MINIMUM BUILDING LINES:
_ + ' L12 N 4646'54'W 98.84'
6�. 28 f8.1$S� U3 N Bo24'04'W 79.15'
vp, 7 „6 t 40' 130' 1<yO w a 31• 16$00 3+ q, L75 N 3T36'18'W 64.36' SDE FRONT $�,
$ e' '` '1 +' L16 N 72'00'14'W 40.87' SIDE STREET 8
\ 'i / �O 23 34 •; O \ J L77 S 58'59'14'W 63.98' EXISTING ST SEWER
< ✓ 14 1p6 29 �'\ 35 (( s ue N 73•n'2s'w 4zee' REAR 20'
N ' C 1�.._____--4 N ` 0 1S. ^. /F,10\ " / L19 S 64'17'18'W 21.73' STRUCTURE DATA
�, L20 N 55'44'48'W 27.70'
13�- 0. v 65 > L21 N 55'44'48'W 58.49' IX CB 627 EX CB 696
� ,. ' a . /' 22 •�.� OWNER/DEVELOPER: TOP t45.t6 TOP 144.87 EXISTING SAN SEWER
I ` ` p'\ 15 1A,, 30 7?7 �_36 -,.�N �gy�\ L22 N 7T28'54'W 111.45' INV 139.18-5 INV 138.60-W
(.\
4 `S\ L23 N 14'03'S4'W 160.5T INV 138.54-N STRUCTURE DATA
�/) ' $ L36 ' y 124 N 20'00'06'E 104.63' WOODRIDGE WEST LLC IX cB 652 - Ex MH 0
9y 'AO �; 1, \ r q1 a �• 5 ' `?'~1O'' c \ L25 N 26'32'54'W 138.00' PC BOX 2548 TOP 144.87 EX CB 699 a
t .1\\ � �1 \ �a L28 N 06'OSY7'W 273.39' INV 138.52-W TOP 144.90 TOP.
33 1 S OS'3`2'14 W GREENVILLE, NC 27836 INV t3e.52-N INV 137.44-N N t '
/es ,�<,a L27 N OB'OS'N'W 55.56' INV 138.65-S
zae O/ 31 - (( h
INV 138.41-5 INV 140.73-W
----
/,-... ' ( I Q 0.\ 1$ �' \ O / MCOERTIES LLCA IA + L35 N 26'54'36'W 138.44' TOP 145.71
m
/ \ 'Q \ pp *> ,.• 13 N- m7�� INV 140.73-W INV 140.23-5
,' S ras 19 / l38 N 89'53'17'W 39.14' INV 138.88-E INV 13732 S
/. ♦ N7 y e s, O 1'°°' d 10 49 L38 N 1238'21'W 68.41' INV 138.71-5 EX TOPM 45.42
� 5D * L3B N 773854•W 6841 IX CB 683
\ r3e 12 1 Jo ?9 '- t39 N 3Q58'S2'E 58.88' TOP 145.53 INV 137.98-N
f a AO � j3g' /� �.y f0• L40 N 52'38'S0'E 106.95' INV 139.37-N
11 \ .„, m \ 1 % V �1 L41 N 0700'52'E 60.79' IINV 139.19-5 EX MH-A
` \ y`\\ \ 110' 1L1�1 _/QO '% 1`r' j� O L42 N 2734'19'W 38.66• (TOP PR48 LOCATION)
SECTION 6 „ \ (� O \\�'11 NA 45• ,, - L43 N 54'38'29'W 47.68' INV 13&96t
RAVEN RIDGE / �- - • \ ® 4$ / O ,1 L44 N 69'39'OS'E 88.42'
PB 29 PG 66 iA q M , i a 120 O �J. s
t.
C! 1,�1�1�, N ��� _ c V .,, y L48 N 29'12'55'W 44.52'
31.8 62 , T �S• NOTES:
'�(�' 1 D• Wi 577'S649aW Z 42 19aF \� \ 52 !?+
..'!"•:.
o 5 7T56J' 11 zs ,..1,
132 e `� ? F A FEE IN LIEU OF SIDEWALK CONSTRUCTION MUST BE PAID PRIOR TO APPROVAL OF
T • zfi 1) - a\- �A 'o ^$ 43 47 1,, • '�ti 'a3, CONSTRUCTION PLANS.
5 10 I •v SERY T]OW 111 '" 61 O > ll�� 53 A ALL PROPOSED RIGHT-OF-WAYS ARE 50' IN WIDTH WITH 31' BACK-TO-BACK CURB &
�� ��� . 469 5`3
��� ) A� / FIR N z7 1I 1 za £ -6 d yi 44 O : �• GUTTER.
G�'Q Q'E IS' \ I '� - > _ '�5 a ////
e ' 54 ALL CONSTRUCTION AND MATERIALS TO MEET CITY OF WILSON STANDARDS AND
l_ a t`2 •'SAti T,.
1 m N za '' 1 23 �•N„,,,::"..e• 'S' ?'i '� x Me _ ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND MUST BE VERIFIED BY
9 " \\: n� m.a 6[sm".', 'k
pb ' ' 80 4?+ 55 PRELIMINARY POND DESIGN DATA CONTRACTOR.
D� l i C 'r1 -- - 59 yo u ^ '� POND RESIDENTIAL
< / / \n 22M'o Fe oDRAINAGE AREA(ACRES) 38CALL NCICALL AT 1-800-632-4949 BEFORE DIGGING TO LOCATE EXISTING UTILITIES,
29 9 56 as< MAX IMPERVIOUS AREA 30%'� SECTION TWO o-� 5$ / d f" �' O ..4' A PORTION OF THIS PROPERTY IS LOCATED IN A FEMA DESIGNATED FLOOD HAZARD AREA
9 I #t �F SECTION Two � WOODRIDGE WEST II - N tee• �L /// - POOL DEPTH(FEET) 4ACCORDING TO MAP NUMBER 3720370300K DATED APRIL 16, 2013,
\ s PB 37 PG 209 f '1 z�pWOODRIDGE WEST II `r` �' �/ . `• // 99 ry SA/DA RATIO 1.08
/ \ PB 37 PG 209 1SF.+ \ / / ?'., °0 57 4` // - •y y N/F From Original NCDWQ Stonnwater BMP Chart 85%) THIS PROPERTY IS NOT LOCATED WITHIN A WILSON COUNTY PROTECTED WATERSHED AREA.
/ nY m 3e 1 a \ % 30 \\ \ N 21 !p \\�\ 1.• f?•j' NATHAN VICK TSS Removal
U' - \ \ / s S* • DB 26]]PG 860 SURFACE AREA REQUIRED(SF) 17,877 DITCH/DITCHES ON SITE MAY BE SUBJECT TO THE NEUSE BUFFER REGULATIONS.
•
.'i-� PIN 3703-71-9887
/ ' �,. \ \ 'g ® - 1 O0 yr SURFACE AREA PROPOSED(SF) 20,000+
�j "-�. 31 \\\\\�° z0 - Sf, y43� AS 7 '. �\\\ / WETLANDS HAVE NOT BEEN LOCATED AT THIS TIME ON THIS PROPERTY.
/ Do m - /
\'\� �� 56 •4'// /iipp' s \\ 25'x25' SIGHT DISTANCE TRIANGLES ARE REQUIRED AT ALL STREET INTERSECTIONS, AS
•
�� <� 1 J S 32 \; e \\�'9 19 - /,/ CB CB sse \� \\ 1 E SHOWN, WITHIN THE CITY OF WILSON UNLESS NOTED OTHERWISE.
\ D f ) ♦, \\ SECTION TWO
?'? M0 ff?• \' \ \ / \ \\\ WOODEDGE WEST II
y; l ♦ ?, p \ \ '�j 0 / \ PB 37 Pc 209 A 30' GREENWAY EASEMENT WILL BE PROVIDED ON LOT #121 AT A MUTUALLY AGREEABLE
/ f \ 6� ?, o„, ??•* G Q ss \\ N. - 1oz LOCATION TO THE CITY AND THE DEVELOPER.
7 K 1 ?o• F 'y'C bh/ ? �� \\ '� 18 4 // "9 \\la\�1\
/ SECTION FIVE ) 2. '` �F �. \ ♦41 //< / /
RAVEN RIDGE J / �`�/ \\\ \ +/ _ 'b\ \\\ \ 103PB 27 PG 210 I 104 I
4
1 J'° \ / ?„ `9 33 / \\\ 17 `\// 118 0�J_, \�49 _ _ NEUSE RIVER BASIN SCHEDULE
8 f \ ' _I �" / /\ / V' \ - ACTUAL IMPERVIOUS CALCULATIONS and OFFSET PAYMENT
i ;Sr r ✓ ,y'.1',ti0 91 �+ 34 N\\ - 6 / \ \ / 117 - W OODRIOGE WEST III
/ ,n\ - M^ is,
< / `� / --- Herrin95utton B AsaoolgHa,P.A.
Prepared by RON SUTTON
/ -�\ y a1 SECTION TWO \ / \\ - 5 116 / November,,aa,s
g ( r WOODRIDGE WEST II �(\ / \
�v 6 \ \ PB 3]PG 209 \•A / \x/ -
4 36 \ / \ 5 I LerN Ac a A.L xLm . NO3 La. uneNwrbw Ng ro.eny Act. Me.gad NO,La.ema TOTALNO, Actual NO, TOTAL NO, TOTAL a.... E....•No.
`S�1�V / .� \ `� \\\� a / J mP•n,. n.ry ebw pry �aaP•.. mansooe
en.. °P.ne 'a.rro../. we..aen No,
S •�l� n an o8 wn•EMve .. .
STORM WATER \POND 7 3 JAr«1'W n.lee) IlbMlal al ATun lxa I.el (b.IN�sI Af'BAIMi wU.l 10.111.�1 PaP..I .racyr I /acyr- ( / \\ / \ /114
PNq e lwA wA O5 / �£ �ku \ �� 1�L 8 \ \ 2 N/AI wA N/A N/A
•1Y \ \ / be N/A NIA N/A
/ \ t _ oo e1.700 2.098 N.
too aaa 3400 2.a80 -01.700 R 0 o o
\ \ f / � I / TA 20.800 122. 1a4sea 30.340
a / \ '2? 9 O /
/ rf42??" 6,„.,,, // \\\� \B• N.
WAWqN/AN/A 2.100•?f, (. / // sS o.000 o.aoo leaoo,o ao 0000 o.aoo a e.ba< ,. o e.eeo 3.000 3<.4,0,9` - \C //�/ ` 121C N..A 00 .ao oo0ao us. 1am000e V \ _ 1z1 coNSN An aea o.aoo o.a 100.000 n.4ao e.ea4 0.000 _A
R
/ 30 IY Y �7 '3r L16 T r3e :10 / r� - \ '` PHASE II TOTAL 34.300 148.688 119.189 -0.901 -10.318
/ SECTION III r 0 ' ,� `• \ R'� / /� ITOTAL e/O 84.900 00 _ 277.188 217.888 aeca 0.386 20.028
RAVEN RIDGE j �- '� / / 15/ 31 PB 20 PG 118 / --''sZ\ V` r33 'Zk'1Y / 1 16/ � /• 135 \V_+3y Ng \` p1 I 1 rTeMl wv+leom.m A.n.e. a4.a0o p.l ) No,N.euctlen Oem BMP•.Bb.l ae.naq A m4 032 � 28 / 9SECTION ONE \ "k•F ( \'' W 1' TN NEM rvoTt= TOTAL PNOUECT corva anva of PNASEs a NAVE ATOTAL EXCEsa
Y 73 93 ,-,,,_ 0 / ,
MPttPE ovAL%ATEASHBROOK WEST 1y / s s7oBMwnTEnN WEMNOs auvnowN PAVMEM of eoo ee LBs ensEO uaorvsAwvEna�MEePEaoOWET 25 TROGEN LO• 0%v / PB 36 PG 167 N'. e c SAND F LTERBIORET
�1� 43 \ 53A ( - \ GRASS WAL TER STR Ps za% 3.eo Dw TAL NI1 03396
33 SECTION ONE k9} 12 p yyy14 E GE LOAD NG aAeEO UPONA DEVELOPMNET DENS/ 8 HERITAGE PLACE �? fro / / F EGETATED F L �ury TsrvPER ACRE OR A LOAD NG OF 9.60 LBS./ACRE OFTM� 27 \PB 41 FG 24t 'Y@33 // 13 WITH LEVEL SPREADER
/ 7 $ / k,Y \ ARV DETEENIONEREADER ,a96
26 /./ 6 �A; ti@* / \ 7g 23laa
25 / 5 `j 12 / (g A 7 ''t2� S00' 0' S00' 200' 300'
L6 \ -
" •r„•,, TRC Stamp: City Council Stamp: Revision Date By Date: March 2023
( ' "•• •••• ADDRESSED CITY COMMENTS 07-14-21 P. Herrin Sutton & Associates, P.A. - Scale: 1" = 100' MapNo.
g- Woodridge West IIIPhase I & II Construction
D ' € Engineers - Surveyors - Planners / Firm License #C-2310 Plat Drawn by: CS / RS 8162-B
7 0.2412 * (252) City of Wilson Wilson County NC
40.F;�:,;'SJ,o 2201 Nash Street NW • Wilson, North Carolina 27896291-8887 > > Sheet No. CP-1

SITE
NOTES:
ALL CONSTRUCTION AND MATERIALS TO MEET CITY OF WILSON P
STANDARDS AND SPECIFICATIONS.
ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND SITE DATA:
MUST BE VERIFIED BY CONTRACTOR. g+ 04,_ Pg
"� TOTAL AREA 32.2 AC is d,
�wz‘4/' \„,----:4- /,� CALL NC1CALL AT 1-800-632-4949 BEFORE DIGGING TO DISTURBED AREA 21.1 AC
v- �„ ,a LOCATE EXISTING UTILITIES. PARCEL ID NUMBER 3703-62-9077 a e
J N 1 / }�s _ TOTAL DISTURBED AREA=21.7 ACRES PROPERTY REFERENCE . . . DEED BOOK 2772 PAGE 51 3
N 6'26 6 ,+( _`, ."' A PORTION OF THIS PROPERTY IS LOCATED IN A FEMA �,,% `�
S 1� V JV;,� \\ DESIGNATED FLOOD HAZARD AREA ACCORDING TO MAP NUMBER `
N F 83.00 08'S5" +sue ^ '9 ��
E 3720370300K DATED APRIL 16, 2013.
- suRNE SMEADOWS ^' 40;;�p, e 5 `""8 OWNER/DEVELOPER: Rom`
HOMEOWNERS ASSO ES -" + �" \ '6 µ
DB 2389 PG 605 THIS PROPERTY IS NOT LOCATED WITHIN A WILSON COUNTY \
PIN 3703-52-99 LA5°' -'' • '�al ;•,� PROTECTED WATERSHED AREA. WOODRIDGE WEST LLC
r- ° 2m o g ^ 10 "°\ `~ai ,•' \ \ CITY or WILSON PC BOX 2548 Vicinity Map
- N/R DITCH DITCHES ON SITE MAY BE SUBJECT TO THE NEUSE GREENVILLE, NC 27836
/ �, ' /� J 1 ���„• �- \ 'B PIN 3703-67-8757 BUFFER REGULATIONS. Not to Scala
/ 11 '. S 84 j9 \ '�'� WETLANDS HAVE NOT BEEN LOCATED AT THIS TIME ON THIS
31 t43 ym „.'�i 85Se F B\� a PROPERTY.
/ t`/ SECTION 6 8 's �'t, \?'•' 74, ,w, Q SYMBOLS LEGEND
RAVEN RIDGE 1
/ / PB 29 Pc 66 CA /Y 12 1 `
l i "'. ,. LIMITS OF DISTURBANCE I PROPOSED TEMPORARY CONSTRUCTION ENTRANCE
/, + >/ d is/LT FENCE OUTLET WINDOW ,. CONSTRUCTION NOTES
O .- 1 Ej ,0. _. ,� : -1 PROPOSED STOCKPILE
�'p / O ' 13 �� B� 1. A PRE-CONSTRUCTION CONFERENCE WILL BE REQUIRED
( '4 0� - j __-�++- ti� 8.185� BEFORE COMMENCING LAND DISTURBING ACTIVITIES WITH
a.
,. 8 - � ti� '03 8 f� CITY OF WILSON EROSION CONTROL SPECIALIST MIKE __
v 0 1 ti �' 'i9 ''m HORAN. �Sig PROPOSED TEMPORARY SKIMMER
s 6 1 10 4 \ \ �� BASIN/1 W/BAFFLES
\, \ i J \ O 14 S MATERIAL LAYDOWN ' r C `+ 2. STREET IN FRONT AND BESIDE PROJECT SHALL BE KEPT iNln�
;,, •fi0'-75"HOPE-FILL A 5 _ �-( / CLEAN AT ALL TIMES OR A WASH STATION WILL BE ■-x;
DED BELOW PIPE I' '1 \ •� , REQUIRED. P`{ • 11 I PROPOSED FAIRCLOTN SKIMMER
�,;'•'• �Illi�
' e / x\ .` 3. MAXIMUM CUT OR FILL SLOPES PROJECT .
\ I W © `\110'
N \ \ , 'N; 1.1 PROPOSED CONCRETE WASH PIT
/ TEMP.STOCKPILE -
?/9yL36 \ co ����
yy1^ - ^ S 3'`32'14 W I PROPOSED RIP-RAP STONE O EMERG/SPILLWAY
' (y'e, \ O/"1 , ( `b / / N/F SITE BOUNDARY/PROPERTY UNE
/ ! '�Y \� I C. ,to
so DOD COMMERCIAL
2767 PG PROPERTIESLLC -PROPOSED SEDIMENT FENCE
30 'u` TEMP SKIMMER \
SECTION 6 \ �A 1 Wi./ t\
` BASIN k2 PER IMMER W. ( 01 `^� 1PIN 3703-82-1722
RAVEN RIDGE/ ,�.p X •� y DETAIL 35203 U J ,! ^� ***CONSTRUCTION NOTE - : ---.--PROPOSED SEDIMENT FENCE OUTLET OUTLETS
PB 29 PG 66 \m P ro l d. PROPOSED LIMITS OF DISTURBANCE
t34 770'-15"HD.E PIPS / `!S• LIMITS OF DISTURBANCE
? . \ TEMP STONE CONST , Z �/ ??e 1. TEMPORARY DIVERSION MAY BE FIELD ADJUSTED UPON -150-PROPOSED CONTOUR UNE
ENTRANCE 25'x100' / \F ro ro- PROPOSED TEMPORARY DIVERSION LINED 99TH NAG S75
\ \7 ) I� AUTHORIZATION OF PROJECT ENGINEER TO IMPROVE DIVERSION
o l 49 50 4?g OF FLOW INTO TEMPORARY SKIMMER. -PROPOSED DRAINAGE AREA TO SEDIMENT FENCE
\ Y 1 1 18 1 �,.a r- 00. d " PROPOSED CONCRETE WASHOUT PIT
/ \ 6 �� \ \y / L _ �1� 2. TEMPORARY DIVERSIONS TO BE LINED WITH NORTH AMERICAN
/ SECTION 6 TEMP'SKIMMER \ \ 0 ,� A. n'6 J ��"O GREEN S75. 9 PROPOSED INLET PROTECTOR
RAVEN RIDGE \ * 1,,,/I Q 4
PB 29 PG 66 BASIN 3PER C.O.W. / ..�1 +�. 1 & `18 O� S
DETAIL 35203 0 1V i
,1 \
Sr wn' 131.." yam W 1 �1`� 's.
1 > ti 195fi " W 577.5g49" Z I M, A SL`IL �.\;62ff?,
/ <r o o 5 77 4 25 1:;II 47 i TEMP coNc ! <
WASH PT CONC 11 ! y,�, x Q WA H P T ' 'N
rr� 0 l y> SERV TIO7V 1it" 44 Orl� �, 53
YYJc A FF. 27 1 24 BASIN#3 PER TEMP EC.O.W.
44�QV Ge \ I a DETAIL352.03 *lb 46 `:/ 54 TEMPORARY SKIMMER SEDIMENT BASIN SCHEDULE
/ X 1 .
...VS
to O TEMP SKIMMER
G~ A . �I Ye ,' i STRUCTURE TOP OF LENGTH 0 WIDTH O INVERT SKIMMER ORIFICE SKIMMER EMERGENCY EMERGENCY DRAWDOWN
o N, BASIN N4 PER C.O.W.lie I TEMP STONE CONST N
N
r ��_^ DETAlL35203 1's s pr ENTRANC 2sxloo• �` # BERM (SPILLWAY (SPILLWAY OF SIZE DIA (IN) INVERT SPILLWAY SPILLWAY TIME
� _, m N 2g 23 I.
Ili ?is�o -/ / "> �, INVERT) INVERT) BASIN WIDTH INVERT
9 \ \
61 .i .
az \ 80 -, ` ® (FT) (Fr) (FT) (FT) (IN) (IN) (FT) (FT) (FT) (DAYS)
io t/ � l r� --\ \\� / 22 ~ r Si~mho ,a'� ,3 1 142.0' 130' 35' 138.0' 2" 2.0" 138.0' 12' 141.0' 2.7
�i 29 \ SECTION TWO ~el.. o / / s'iy', 56 2 149.0' 80' 32' 145.0' 1.5" 1.5" 145.0' 8' 148.0' 3.2
\\ Ba WOODRIDGE WEST II 4' `
9 / \ SECTION Two j\ N PB 37 EG 209/ S2. ,@� t /. � \. `� //� 99 Lry 3 149.0' 85' 30' 144.0' 2" 1.5" 144.0' 8' 148.0' 3.2
p WOODRIDGE WEST II ^
1 PB 3]PG 209 \ 22e O!c $7 / 1 ? N/F 4 149.0' 105' 35' 145.0' 2" 2.0" 145.0' 10' 148.0' 2.0
/ ' yY m ." j 30 \� \ \ 21 Iy ` i 0 'is.\\\\\`\ K // S?•O? / NATHAN VICK
/ • ( ; 139 o y J`. / \ \ / `9 `O( 100 4..%1,^ DB 2677 PG 860
PIN 3703-71-9887
/ /\ 0 �' /� 31 \\\'.Pa\�'4'� 20 / SS' y^,� �yw s) .e\\\
(�4 �\ \ T
� r o 's S / 32 N �\S�•'9 19 56 Y//�' �� \\ 101 \
>1 ���((0)) S )" + \ r50/ \\ \ SECTION Two /\ Site Sedimentation-Erosion Control
\I ?• ,y0 SO' \ \ \ d \ /i• \ \\ WOODRIDGE WEST II /
yy 'p l J ,.,, '' O `' \\ \ �j / - / 1 \ \ PB 3]PG 209
/ e> �, o.., ?24 p p / ss 102
7 j` 1 .2 ,� y. ?e �\ \ •� 18 N \ �/ 1. Prior to commencing any land disturbing activity whose limits of disturbance are
/ SECTION FIVE J 0• `� ?' •,''/l �F 'N.:, N\ 9�/�/ / `.� \ \ / greater than 1.0 acre in area, the Contractor shall have in his possession a copy of
RAVEN RIDGE m s / /o \\ N `'9. / ,. N s\\ 103 I the approve Sedimentation-Erosion Control plan and notified the approving authority
PB 27 PG 210 0 \ \ 'T' / \ of his intent to commence land disturbingactivities. Contractor shall conduct a
/ . S '3 �` / ,').A \\\ '\ „9 / as
i �y, \/ '�� \ �\ pre r land disturbance conference on-site if so required by the approving authority
\ ?P `0 7 ::'.. b� 33 - \ //\` \\\\ prior to commencing land disturbing activities.
s / \\s 17 118 �0�, e\as� 2. All land disturbing activities shall be performed in accordance with the approved
2, \\ x / Sedimentation-Erosion Control Plan unless prior approval is obtained from either the
/ �'\ - Project Engineer or Approving Authority.
8 a \ 0 -� ?e_ 34 - \\ - 9 pP 9
. 1 rp2_____:_,_/,-;;),,,,.- ,y0 y, . / \\ - 6 X / 117 3. The Contractor is responsible for Self- Monitoring and Self-Inspection of the NOTE:
\ /\//\\ / land disturbing construction activities on the site as follows: The focus of the
4 35 �\\s'ss / Self-Monitoring Program is the installation and maintenance the erosion control and ALL NON-IMPERVIOUS AREAS ARE TO BE
-��� / y SECTION Two \\ - 5 116 sedimentation control measures according to the approved plan. The inspections STABILIZED WITHIN 14 DAYS.
0 WOODRIDGE WEST II / \7...
y / shall be conducted after eachphase of theproject and continue until permanent ALL DEMOLITION DEBRIS TO BE DISPOSED OF IN AN
Y 6 " PB 3]PG 209 \•p /
4 36 \ \ 115 I ground cover is established in accordance with NCGS 113A-54.1 and 15A NCAC APPROPRIATELY APPROVED FACILITY OR LOCATION.
m 'S' \\\\ 4 48.0131. The self-inspection report form is available as an excel spreadsheet at the
114 UPON COMPLETION OF GRADING, CONTRACTOR TO
\\' / following: HTTP//WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION�JEW.HTML. If you
/
Sv,1 _ STORM WATER \ ENSURE ALL EXISTING AND NEWLY INSTALLED
POND 7 \ 3 - have questions concerning the form or cannot access the form, please contact the PIPES ARE CLEAN OF SEDIMENT.
/ / Raleigh Regional Office of the Department of Environmental Quality at
919-791-4200 or the office of the approving Sedimentation-Erosion Control Plan
Authority.
4. All sites subject to approved Sedimentation-Erosion Control Plan are required to
fill out inspection sheets for ESC measures weekly and within 24 hours of rainfall
events greater than 0.5 inches cumulative within the preceding 24 hour time period.
Inspection sheets are to be kept in on site in a water proof enclosure or on-site
construction office throughout the duration of the project. A copy of the approved
Sedimentation-Erosion Control Plan as amended should also be kept in the same
location. A rain gauge shall be provided by the Contractor on kept on the site.
5. Silt fence/silt socks; wetland protective fencing and tree protection fencing are
used to delineate limits of disturbance and shall be installed inside limits of
disturbance.
100' 0' 100' 200' 300'
.`N' ,, TRC Stamp: City Council Stamp: Revision Date By • • Sedimentation Date: March 2023
` Herring-Sutton & Associates, oodridge West III - Phase I & II Erosion
F.A.• Scale: 1" = 100' Map No.
e 1180 - Engineers - Surveyors - Planners / Firm License #C-2310 Drawn by twh 8162-B
°•° i� City of Wilson Wilson County NC Control Plan
,'if-y_.ss5.,,s'' 2201 Nash Street NW • Wilson, North Carolina 27896 • [phone] Phase I Sheet No. SE-1

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SILT FENCE DRAINAGE AREA —3DA SILT FENCE DRAINAGE AREA —SFDA
100' 0' 100' 200' 200'
SN' •,, TRC Stamp: City Council Stamp: Revision Date By Sedimentation & Date: March 2023
=._'` , ,' Herring—Sutton & Associates P.A.
Woodridge West III — Phase I & II Erosion
Scale: 1" = 100' Map No.
�. \ � = Engineers — Surveyors — Planners / Firm License #C-2310 Drawn by: twh 81s2-B
°- '` City of Wilson Wilson County NC Control Plan
''�;F•�:•5`?;••'' 2201 Nash Street NW • Wilson, North Carolina 27896 • [phone] Phase I Sheet No. SE-2

Delc's Provided by APPIAN Consulting Engineers-www.appianengineers.com 06/07/2010-3:17:41 PM Details Provided by APPIAN Consulting Engineers-www.opplonenglneera.cam 06/07/2010-3:14:1C PM Details Provided by APPIAN Consulting Engineers-eew.appionengineascom 06/07/2010-3:13:59 PM
PARABOLIC CROSS-SECTION
.its .. ra--F)
_ _ _ - - � \� - -
__- MIN.0.5 FREEBOARD ,I
�T
ENTRANCE POINr=c/L - - - �i -- COMPACTED SOIL w �y,.
SEE NOTE 3 /- - �-r-%r �_e i 1_ __- l y e"•-` FILTER FABRIC,
', ALLOW SUFFICIENT RADIUS ' \ _ �' rr .. m` '�'a�Ill
. TO ENAIRE TRACT WHEELS re0
ya" A STAY ON THE STONE T"2 w � •'j•
&: / �\ / ��`4,4/ 6'MAX WITH EXTRA STRENGTH
... I v �� 4f!//�'�', FABRIC.W/0 WIRE FENCE.
/� `� ��� "T• 2'MIN. •w w -!�4f 4i*,,',, MAX, AR STRENGTH
,Tx,'' oe:�..:1:+„ v�, .",..:Aiii••�/9 FABRIC'NTH WIRE ENCE.
io,--,- \ \a\ -. 6'TYPICAL .1, N.Y ,r•.�\�p?G`A`4%.
�,q t.1\\\`\\`N \\\`\�. LONGER ALONG
C/L w4- .LwL 100 LF MIN.,OR '%Iwo>f �,•,`.I
•�,\O �:., POINT(BUT TRAPEZOIDAL CROSS-SECTION . N o .s.•f?
V\` rETMCEENT TO KEEP _ ��� ,� w w w L •` p SSS ?
� " � .FOMENT ON STE) \ Jr w 4. `I/"�5S�?a
c5'�'� ." \ ,:: - __ • _ - _ MIN 0.5 FREEBOARD ,,. .,, w .�//Y -%r
zs'OR woTH of \\\ ry w o w I '1 S ""£`- YORE IS REQUIRED FOR
STANDARD ENTRANCE 25'OR PROPOSED STREET, = - ` _ -_�/ -_ v W +��i/. � I STANDARD STRENGTH
• SEE NOTE 2 WHICHEVER IS GREATER p -Ijn- , l� •- '' 'it i _l _ y, 4+y y ,y ., 'jam it •1 I FENCING.SEE NOTE 5.
"'i1 TO PREVENT SHORT CIRCUITNG ENTRANCE.EITHER "' ,,+ J 1 1_11� - - '' 4.
INSTALL FENCE(SILT FENCE/TREE PROTECTION) *3:1 IF TO BE MOWED-4I L- 1 r,III"it Tr rr 1_-kIl-r li 2 - - -- - ,1 w W Y w .Y w . �� ':A, I
OR CREATE FREE BARRIER ENTRANCE ON BOTH 1 _ NOTES 2 "B"' 2'MIN. I� 4' W w w
SIDES AS APPLICABLE. •. -1I I' .,If_III-III-
6'TYPICAL ��- w w w4 w w w II I 1. Toe In backfill Into trench and compact the soil firmly to anchor the bottom
L NOTE 1 SELF-FASTENING STEEL
_ 100 LF MIN. CONSTRUCTION SPECIFICATIONS: J-Y xl a 4' ®I I of the silt fence so that the runoff is forced to go through the fence. No
"22 POSTS OR EQUIVALENT.DRIVE runoff is fa flow under the fence.
EXISTING ROADWAY 85 LF MIN. 15'MIN. 1 C 1.All trees, brush, stumps, obstructions, and other objectionable material shall be y•„ y,wu, J,'k 'II-III POSTS 24"INTO GROUND.
removed and disposed of so as not to Interfere with the proper functioning of gg,���y SEE NOTE 2. 2. Posts for sediment fences are to be 1.33 Ih/LF steel with a minimum length
2x SLOPE(SEE NOTE 2)6'MIN. s the diversion. 'A' , w -� .P Jw a \ .4, of 5 ft. Make sure that steel posts have projections to facilitate fastening
' ' '-'-: � 2.The diversion shall be excavated or shaped to line, grade, and cross section as '4, w 'P 4' the fabric. Filter fabric may be attached using wire or plastic zip ties that
- - - - } required to meet the criteria specified herein, and be free of Irregularities '4' •r V. +v w +' �'�,: IL have a minimum 50 lb tensile strength.
PLACE FABRIC ' - STONE TO BE USED(SURGE PILE which will impede normal flow. ,Lk-...11WH i w W w 1' r•4;4, 3. Total drainage area flowing to silt fence may not exceed 1/4 acre per 100 Ft.
UNDER STONE = SECTION A-A STONE OR RAILROAD BALLAST RECOMMENDED) I 3.Fills shall be compacted as needed to prevent unequal settlement that would T IpII. -a _II-111.111 u. _ :f' . of fence.
E CANNOT MAINTAIN ST CONSTRUCTION
RaLL BE RE cause damage in the completed diversion. .II -II T-f II IL I • -• II. 4. Silt fences should not be used at pipe outlets or In areas of concentrated flow
e, ENTRANCE WAIN STONE WILL CT REWIRED, fl P _� - P P
4.All earth removed and not needed in construction shall be spread or disposed of I ,L„- -DI DI - �' 11=1%*� Stag, )
CONSTRUCTION SPECIFICATIONS: P p -IIhj1J_II 11- 4 1- (creeks, dine silt swales etc.
so that It will not interfere with the functioning of the diversion. o - ;fe,.,? 5. Construct the silt fence sediment barrier with either Standard Strength or Extra
1. Clear the entrance/exit area of all vegetation,roots,and other objectionable material. 5.Stabilization shall be done according to the seeding and ground cover IL 90'TYPICAL Strength synthetic filter fabrics, If Standard Strength fabric (TerraTex SF 90
2. Grade the road foundation so that the entrance/exit wit have a cross slope. Specifications. Where design velocities exceed 2 fps, a channel liner Is necessary �110'MA%.
3. Stone size-Use 2•to 3"stone or surge pile stone. P 9 P ;II, (Hor equiv.)Iis used, wire mesh supportiv. ISirequired. If support Strengthr fabric
r9 for new diversionsdsoilsto prevent erosion. The maximum permitted channel velocities ;I 1 Jr (Mirofi t00X or TerraTex SFD or equiv.) is used, NO is required.
4. Maintain the gravel pad gAire ptlaion to prevent mud or sediment from leaving the site onto the public unprotected in existing channels shall not exceed those prescribed in I:',:i I_ /
right-of-way.This may require periodic top dressing with additional stone as conditions demand repair and/or I'l MIN. =.-a 1-1i-1i-i .._„!rr-IUT 6. Standard Strength fabric (TerraTex SF 90 or equiv.) with 8 f4 max post
Table B.OSd of the North Carolina Erosion and Sediment Planning and Design �. ,�,- m
removed
cleanout of any measures used to trap sediment.Should mud be necked or washed onto road,it must be 1 _ - spacing DOES require support by wire mesh fastened securely to the upslope maximum
Manual unless a temporary, permanent grassed, or armored lining is provided
removed immediately. 11, - side of the posts. Use wire fence with a minimum 14 gauge and a maximum
5. If construction on the site is such that the mud is not removed by the vehicle traveling over the stone,then the based upon the permitted vegetated velocities (Table 8.05a) or tractive force for .�'(mLll-I n-DRIVE STEEL POSTS mesh spacing of 6 inches. Extend the wire mesh support to the bottom of
tires of the vehicle must be washed before entering the existing roadway.When necessary,wheels shall be temporary or permanent lining - (Table 8.05g), as applicable. The Engineer -)* MIN,24"(EXTRA DEPTH the trench. Fasten wire reinforcement, then fabric on the upsiope side of the
cleaned to remove sediment prior to entrance onto public right-of-way.When washing is required,it shall be shall determine the diversion ditch flow and velocities, assign a corresponding I I REQUIRED FOR UNSTABLE
done on an area stabilized with crush stone which drains to an approved sediment trap or sediment basin.All lining, and annotate on his/her plans. ( i SOILS) fence h.po using wire or plastic zip ties that have a minimum 50 lb tensile
sediment shall be prevented from entering any storm drain,ditch,or watercourse through use of sand bags, ,_r strength.
gravel,boards,or other approved methods. NOTES: 7, Extra Strength Filter Fabric (Mirafi 100X or TerraTex SFD or equiv.) with 6 ft
•
6. Install silt fence or tree protection fence to ensure construction entrance is used. 1. May be used to divert water away from the site, prevent excess runoff from max. post spacing DOES NOT require wire mesh support. Securely fasten
concentrating over large areas of the site, prevent surface water runoff over steep U U U filter fabric directly to posts. Wire or plastic zip ties that have a minimum 50
,ya'+. i w ,OA O,en,,1eE"o.B.,,a CITY of WILSON, N.C. vPrxami iw.r slopes, or divert stormwater to sediment basins or slope drains, lb tensile strength.
le; ,Bwn Norm cam.Vasa ass win n�airL siLsoN emcees SPEiun n..ON,.Y �� - I,e..IB a F
I/\,dpT Pud'w Beniws Oepedmenh Vake(252)39&2G65 Public Serviw OePedmenb VPIm(I!2)39i21eE Rbke 3seb
y STABILIZED CONSTRUCTION aT e A BW MngAenae,/P.o.m m CITY of WILSON, N.C. PAXw/(2m)3W3,6B ti 1600Hem,aAvenue/PO Bo.10 CITY of WILSON, N.C. PAX a99,AW 9OO.N eA.°imw'° sae+o CITY of WILSON N.C. '
ENTRANCE DETAIL vnMm•Fnnn�mnnezB9e ueEw H HeG aFw saeeTANaANas P� a eaNLY ®nnan9 •
.‹ Wilson wm�rone2 e9, SE WITH PIE WILSON .ws.anne.alg v'i wMe.Nancemen.2m USE WON r acnYOFw.RaMar a m.Eu,GnxNaaAY .aw=.ao
" FAX
,"a 3 sGAE AL. EI, TYPICAL iT 6
DIVERSION CONSTRUCTION No TaBuM A353.06 NotTo&We e351.01 TYPICAL Nit Se .351.01
SPECIFICATIONS DETAIL "�e°�, "_"�E_ "Jun;2010 1 ar2 \ I 2 atSHEE z SILT FENCE SILT FENCE
Details Provided by APPIAN Consulting Engineers-www.appionengineere.cam 06/07/2010-3:20:49 PM Details Provided by APPIAN Consulting Engineers-www.oppicnengineers.cam 06/07/2010-3:39:52 PM Details Prodded by APPIAN Consulting Engineers-www.nppianengineers.com 06/07/2010-3:23:39 PM Details Provided by APPIAN Consulting Engineers-www.npplanengineers.com 06/07/2010-3:13:47 PM
• (..i...„,.,A \ %ARE FENCE IS REQUIRED SELF-FASTENING
�'��\� - \ HARDWARE CLOTH STEEL POSTS OR
SEE
,'/``/ .�1:= NOTEEQUI 3ENT.SEETRENCH- I.11 II. }I= ON MIRE FENCE NOTE 3
- -t79Y. _ -Fl,gyL �/ •11 Il::- UPSTREAM END `a
/ II-II- =11- FLOW SILT FENCE FABRIC TO OVERLAP
„ UPSTREAM END Ili, OF STORM DRAIN
y u(i I r�ja HARDWARE CLOTH VIEW)BY 12" 1
W _=,.,"`�,,.' e'J/ OF STORM DRAIN ,I I I.._ s
W .`y / 1. I �I= OVERFLOW (SEE ISOMETRIC 1 r Rj
\'�� Ilk> I-I 11,E 7 i
,. »Er.�5TS! y L11' III if "m00 ��FF S DIAL.NCDOTER OF 1 INCH • K
/ / ,`JM 11=11 �'�� -ro PIPE DIA. TD I(T F STONE 157 WASHED •,t,l�i� ��VIEW
-`IIi`T rc /J 1 ri ti ,u =r-- .II] lilt r' O�RERCF .-- -ae• .81".,.
?ik1 ml '1=11 II,,-
1-5' 0�By ARbWA NA„,, I+ DRIVE STEELPOSTS
11=1I - Z" RF w,E6, 4" , MIN.24•(EXTRA
BURY THE TOP END OF THE TAMP THE TRENCH FULL OF SOIL. IT= _ TE
MATTING STRIPS IN A TRENCH SECURE WITH ROW OF STAPLES, 1-11 el NOTE 1 MIN.,: DEPTH REQUIRED
II Il -Al FOR UNSTABLE
8 INCHES OR MORE IN DEPTH. 10 INCH SPACING,4 INCHES DOWN I; seaaem�MeWeemT a� L 01i SOILS)
FROM THE TRENCH. -11= II 11 t it . L S
TYPICAL STAPLES 11=11 11 11- p �r1 yTFl( ARE
p BUMF ME ,uu ylu, L J-3/4"EXTERIOR PLYWOOD g 1 3/4 EXTERIOR '.II` i Akly iF1( P Net
,dM �tlM BURY BOTTOM OF PLYWOOD 5 �T PLYWOOD bM 2�
Az aN AiM OPTION A m ; `LIIl AFT AP T
-II-+ ua r ILLUSTRATION OF PLYWOOD INLET PROTECTION � btoll
'm, 0, u ,r ti FOR STORM DRAIN UNDER CONSTRUCTION. r''i ..II •4.4.. 4�g, \ I bt A(
Ora) ww. 11 DFT
r;u b H't" d t 1 'At y� w1P 1 D F lT NC
-0y•b E NOT To SCALE 9-1-92 a 1� ,� .f, wAowww`... L c'� N F R
,� Obb NI��� ,�I�I 4 `l4WAAw A .O. 1 T '"lT F
'aobbbba a /T/4 a 9 �Ic ..wwo.�iWo. 0 F F
,,,,. zs'6 666b r s; e`1et w w4%"AO W M� ` Rl CE
r46 1: �:� y..t.� ry is ANN..ANA+i`r,
x, ,Ills a 4 `ew..«p�«C'.N.dl"`4� ClOTMAP NFABRI
•a'o'brrbq'br'x tXr -' q.,0: 4T •'j .f'->' .�U�rMANN�` Y 1 w4
,s. ?' gpar' A. wr. 4 rr 11 4 . .N4 4 B IRb C
y STEEL FENCE POST '� I I[`. J
,b .> 4 ®f�' B 4,-. .T .du 'il e s e .1 ,4L. • e 4.4•4 AAAw�I 2" RF
,dV. +;i'•r� rq4 5qq�� •° 4W M.w..4...0.
•,41
�' ,'hri�:r Jer���a?�•J=cxS3s� "I III '•4i 1�'(�•1 i(rare 1y� •., �'«o;Gq;;i: I
PRESS ENDS B INCHES INTO THE SOIL -.F�,rx F, / g'T:•y�3J, _ (,:rl. it a6s'.j .4 7ti.�o o..,� \I.'.
STONE FILTER OF I
NCH
AROUND STRUCTURES AND -' -r•-s=' U F.. - \ �s NOTES:Time, fertilizer and seed before laying the net or mat. END OF OVERFLOW
/3 PIPE DIA. SE O O15N WASHED STONER eve1 :� :i g,=1�.f%,.. IV01 `� ._\
STAPLE SECURELYy ,�/y�'/�q^!�Y '., . T• 77
WHEN USING NETTING IN CHANNELS.ROLL ,� 2. Start laying the net from the fop of the channel or slope and unroll It down the ®.• STORM Ia�Ar ��EW �..r1 I ��(to Vrli.`r('' i
OUT STRIPS OF NETTING PARALLEL TO THE \ grade, Allow netting to lay loosely an the soil but without wrinkles - do not , .1 DRAIN 0 j
DIRECTION OF FLOW AND OVER THE ' f stretch. Mat or blanket - type product should provide at least 30X coverage of ,e'� V s.:' L"
PROTECTIVE MULCH. F • 1 the surface where It 19 applied. -'k V WIRE
- , NOTES: 1.;:tr. )Ir. �, )A/1
e•,� „nl,.I 3. To secure the net, bury the upslope end In a slot or french no less than 6 - >e 4 """" FABRIC OR � � "C
•,.N"" y "`4. - _ I. Toe in backfill Into trench and compact , -.
I I -f1 Inches deep, cover with soil, and tamp firmly as shown. Staple the net every Where
n-.4, 'st EQUAL - the soil ilrml To anchor the bottom of the �� _ /�th"
+ Inches across the top end and every 3 too} around the edges and bottom. Whore '•ittakiy'"£-•- _ _ y �•, •
7�` : r hordware cloth onsets in silt fmca so that 4
WT�' 2 strips of net ore layed side by side, the adjacent edges should be overlapped 11 WASHED/57 STONE FILTER the runoff is forced To go through the fence. 'T '
C. OVERLAP 3 Inches and stapled together. Each strip of netting should also be stapled down ACROSS PIPE INLET - HARDWARE go 9
�_ih P fl P g P II ,I I, a CLOTH No runoff Is to flow under the fence or the relief point.SEE NOTE 1
BURY UPPER END OF LOWER the center, eve 3 foot, Do not stretch the net when applying sta les. r
iIIi�'I'I` STRIP AS IN"A"AND•B". every u u u 2. Use silt fence outlets only when drainage area doss not exceed 1/4 acre and
e��- 'II"I, 4. To join two strips, cut a trench and anchor the end to the new net. Overlap the 1,33xPIPE DIA
-i,„J OVERLAP END OF TOP STRIP 16there Is a law area. Use as a repair of silt fence failures.
INCHES AND STAPLE. end of the previous roll 18 Inches, as shown, and staple every 12 Inches just I OPTION B 3. Posts for sediment fences are to be 1.33 Ib/LF steel with a minimum length
D. EROSION STOP below the anchor slot.
FOLD OF MATTING BURIED IN 5, Maintenance: Inspect all mulches periodically, after rainstorms to check for rill of 5 ft. Make sure that steal posts have projections to facilitate fastening
SUT TRENCH AND TAMPED erosion, dislocation, or failure. When erosion is observed, apply additional mulch. ILLUSTRATION OF STONE FILTER INLET PROTECTION the fabric. Filter fabric may be attached using wire or plastic zip ties that
DOUBLE ROW OF STAPLES. 43"E0 If washout occurs, repair the slope grade, reseed, and reinstall mulch. Continue FOR STORM DRAIN UNDER CONSTRUCTION. have a minimum 50 lb tensile strength.
Inspections until vegetation is firmly established. 4. See detail 351.01 for Silt Fence construction standards.
oP"9% YBMry :" Z....". CITY of WILSON, N.C. ae. l ' s. re a.rvn,OB.„m CITY of WILSON, N.C" 'rm 2)) P�`H °.',";oats DCITY of WILSON, N"C" yaez2t_' - ,m,rd�' r'pa Bm,a CITY of WILSON, N.C" ePZ" 1' ��� ? WYon,Not C.rR11 21AB/ useetHllE OIry OF WIIAON erMu510 rto FToAnras ONLY oaee ajnnnc ary wIYm,50,91 Gmllne zrNH Uae wIIN THE OIDr pF wlL0NarMUlRo9p6oFtsna4 NLr wewaj.annc ary 'V wll.m,Not Crmllns 2T/Br asE vivm i'r aF wlLso"ST,wou+n senor vests ONLr w,wv.'Mamoq �'''�. cite Ma,0.m 215W USEwm,TIEc vof WILSON STnwuw.PE AHoesaar www.aHlaonnc.o9
C!�,�"��= STABILIZINGNo To6me ,3s9:01 (sr6T-1'.-4,,,
STABILIZING NOToaos, ,3s0:01 PIPE INTLET Na Tos:M ,35s0f `•! Not ,35,.02
` -'�/ CHANNELS SHEET.
f REwa SILT FENCE OUTLET ��_
'oxrlU J ZItO ,, OATS 4IEETe PER®. DATE 1,EETR mime
e. 2 CHANNELS w.�,D : . : PROTECTION mw.7ND , •, , RELIEF POINT SCALE:
, , ,
-
,RC Stamp: City Council Stamp: Revision Date By Date: March 2029
,,,,,,` Herring-Sutton & Associates, P.A.`' Woodridge West III Phase I & II Sedimentation & Scale: None Map No.
` o •• ` Engineers - Surveyors - Planners Drawn by th 2019-8162C
=Pi'• g Cityof Wilson Wilson Count NC Erosion Control Details
ti.. �. c 2201 Nash Street NW, Wilson, North Carolina 27896 [phone] f County,
•,,e L. S.... Sheet No. SE-DT-1

NIANID\VARIE CLOTH AHD ONAWEL
O LIET PGNOO TC CTDOM
STANDARD 5'METAL POSTS
2'-0"IN GROUND SEE NOTE2 -
TO GA.HARPAA.X
WITH 1/4"MESRDWAH E OPENINGSCLOTH SEE
A NORTTE M 2
SEE NOTE 3
MIA ',• stun
FILTERED WATER ' WAN AL^
Ale
•YkSek
/ • WA NO
e.
k.�� ��� I NOTES:
`1 ,/% 1. This method of inlet protection is applicable where flows are Ight to moderate.
'��``�1 It.
� ,- Construction Specifications
gyp \ ` .-,4 1.Construction
ion a shallow depression approaching the meet.
nWvd _`� . -•l 2.Drive 5-foot steel T posts(1.25 Ib/LF)2 ft into ground surrounding the inlet,4 R apart max.
HARDWARE CLOTH, ' 3.Surround steel posts with wire mesh hardware cloth(19-gauge hardware cloth w/'/.'mesh
GROUND,AND STONE CUT AWAY XV Ie openings).Secure the wire mesh to steel posts at the top.middle and bottom.Placing a 2-ft flap of
FROM NEW TO SHOW DETAIL the wire mesh under the gravel for anchoring is recommended.Total height of wire mesh to be 2 ft
min
XiSTANDARD 5'METAL POSTS 4.Place clean gravel(NCDOT#5 or#57 stone)on a 2,1 slope with a height of 16 inches around the
2'-0"IN GROUND SEE NOTE 2 wire,and smooth to an even grade.
OVERFLOW 5.Once the contributing drainage area has been stabilized.remove accumulated sediment and
#5 OR#57 WASHED STONE establish final grading elevations.
PLACED TO A HEIGHT OF 16" a o
ABOVE TOP OF BOX ► a z r 6.Compaq area pwpedy and stabilize with groundcover.
\ Maintenance
RUNOFF �^ Inspect inlets at least weekly and after each significant(1/2'or greater)rainfall.Clear mesh wire of
WATER WITH any debris or other objects to provide adequate flow for subsequent rains.Take care not to
SEDIMENT damage or undercut the wire mesh during sediment removal.Replace stone as needed.
DROP INLET WITH
O is GRATE Ilil
Remove sediment as necessary to provide adequate storage volume for subsequent rains.
When the contributing drainage area has been adequately stabilized,remove all materials and any
SEE NOTE 1 (SEE SHEET 2 OF 2 FOR NOTES unstable soil,and either salvage or dispose of it properly.Bring the disturbed area to proper grade,
then smooth and Compaq it.Appropriately stabilize all bare areas around the inlet.
CIon.North Carolina 270.94 TY of PIE_ WILSON, N.C. em'2''Sa"°re ".'"0°`°°n""� CITY of WILSON^N.C. "°'�1� ',I"'�
-, Wi6 0.rew w�nm3 •-• AM,Naln Carolina PeWH Aranw l]P 0�6o t° �vnrnr CO,6NiaMS Nova 16 ill 5°Mv A%IR)3193T
\ LY
, INLET PROTECTION DETAILSHGP ONS� W =35206 ` INLET PROTECTION DETAILS To3.aa =3z05
(OPTION A) ",n onan/2019no 1Ha s ? ,,o (OPTION A) Aw ze;a z " z
• [maniac,avlaeJ ny 4PPIAN Cnnsu,inq Engineers-wnw Jnaanenglnee'•.; _
•
PLAN VIEW VELcro TOP TO SIDE FASTENERS I 1 CONCRETE WASHOUT DETAIL NOTES
•4. __ \ PLAN VIEW Concrete washouts are used o contain concrete and liquids when me chutes of concrete mixers and hoppers or concrete
b: cf. 616._ _�^�, (ABOVE GRADE) pumps are rinsed out after delivery.The washout facilities consolidate solids for easier disposal and prevent runoff of
.., 49 401 ' REVERSIBLE WASHOUT PLACARD (BELOW GRADE) liquids.The wash water is alkaline and contains high levels of chromium,which can leach into me ground and
\ (ON OPPOSITE SIDE) contaminate groundwater It can also migrate to a storm drain,which can increase the pH of area waters and harm
STAPLES.(])PER BALE • \ HINGED tr OWED fS 6� d'b• .�z,o• equatifRevised NPDES and NC General Construction Permits require the use of concrete washout areas on all sites
\ RAIN FLY •� usingconcrete.
\ •sr�r 1 `ncL.I 4•z+'ls. 1.No concrete or cement slurry shall be discharged from the site
\\ • PRODUCT•'C� 3'd a '„ ow
9 2.Any hardened concrete residue shall be disposed of,or recycled on site,in accordance with local and state solid
�� �i ��, \\\ \ TENT POLES (ABOVE GRADE)116....41114
' N
g5 3.Concrete wasihout area tD be minimum so'from storm dram inlets and surface waters lie,detention pond,ditches,
�\1- `� \ % \ 11 4.Pr%abncaledwashout container or d e tletail detl ma be used if a tl b EnWOOD OR METAL - \ • ` � ' P qua provided Y approved Y Engineer.
5,Inoeldion.
OUTBACK ALL-WEATHER WASHOUT
STAKES(2 PER / \ 45'L.45'w A 18'H DR �\� /� e.Contractor to check all concrete washout facilities daily to determine if They have been filled to 75%capacity,
BALE) \ 75%A 75•1 A 1211 which Is when materials need to be removed.
+0 MIL.PlASnC LINING \ -- AS NEEDED `® �-#-�- a` b.Both above-and below-ground self-installed washouts should be inspected daily to ensure that plastic linings
(SHOWN ant cut AWAY FOR CLARm� \ . 10 NIL PLASTIC are infect end sitlewelI have n01 been damaged by construction activities Contractor to repair plastic lining as
NAnWE MATERIAL(OPTIONAL) POLYEMVLENE to ui needed.
STRAW SEWN IN uNER ��- ANGHoR PLASMIC "q c Prefabricated washout containers should be inspected daily as well to ensure the container Is not leaking or
S'-0"MIN.(10'MIN.::n::.
BL2'-0" BUNERdlso notwhetherhused regularly.STAPIEs.(2) f' FASTENERS 1 (6'-0"TOTAL BOTTOM) 2'-0• f'-0• 7-0• 2.-0• a.Concrete washouts are designed to mole evaporation where feasible.However,if stored liquids have not
fine promote pD qui
BINDING AARE \ I fi' ,'-0• 6" evaporated and the washout is nearing capacity.vacuum end dispose of them in an approved manner-check
:MA I I with the local sanitary sewer authority to determine if there are special disposal requirements for concrete wash
urnnc STRAPS .e� i i- I_ water.
"' o „oft. b.Remove liquids or cover the structures before predicted rainstorms to prevent over Rows.Companies That offer
• j 5`OPC . sus DOWN l �,`'� prefabricated anddo
watertight washoutoaeteiners generally onera vacuum Bernice to remove the liquid materiel
10 MIL.PLASTC LINING J L vp MIL. \ J, a Contractor to remove hardened solids or reuse onsde or haul them away for recycling.
J:, �-POLYPgOPYLENE EXTERIOR I LINING O ANCHOR kOPF d.When removing matenale from the concrete washout,building
scope BAG W/OORWLAST \ PLAsnC NER anew structure Of,if the prOVIOPS structure is still intact, PLYWOOD40"x24"- CONCRETE
WALLS SEWN INSIDE VilTH/57DSTONE Contractor is to inspect me structure for signs of weakening PAINTED WHITE
SECTION A-A or damage and make any necessary repairs Line the BLACK LETTERS .WASHOUT
• structure with new plastic that is free of holes or tears and B"HEIGHT
LAG
WOOD OR METAL SECTION C-C OPTION*2 ( SECTION) replaceB 9necessary important -
STAKES(2 PER BALE) (1/2 SECTION) 1 2 plastic fuse ail It very im rtent that new
WASHOUT CONTAINMENT BAG OR EQUAL DI t used evervaeaaind damage the
and SC SCREWS
concrete is removal aft equipment can damage the existing a liner. SGREWS
NOT TO SCALE OPTION$3 7.General Contractor is to educate concrete subcontractors,post signege
OPTION*1WOOD POST
EXCAVATED PIT WITH STONE SUPPORT indicating me location and designated use ofthese areas,and provide 3.x3.x0,
ELEVATED PIT WITH STRAW BALE DETENTION WALLS NOTES: careful oversight to inspect for evidence of improper dumping of concrete
Nor TO SCALE waste and wash water.contractor should include requirements in contracts
NOT TO SCALE 1. Washout shall be installed prior to using materials that require washout on with concrete delivery companies that dnvers must use designated
the project. Install on a level surface area. concrete washout facilities. •
2. The concrete washout" sign shall be Installed within 30 ft of the temporary
NOTES: concrete washout facility. NOTES: b
1. Actual layout to be determined In field. 3. Washout to be replaced as necessary to maintain capacity for liquid waste. 1. Actual layout to be determined in field. 1.1
2. The "concrete washout" sign shall be Installed within 30 ft of the temporary 4. Do not washout Into storm drains, open ditches, streets or streams. 2. The "concrete washout" sign shall be installed within 30 ft of the temporary
concrete washout facility. 5. Locate per plans. Locate at least 50' from a storm drain, open ditches, or concrete washout facility. _
3. Pit capacity is minimum of 6 cu ft per 10 Cu yd of concrete. water bodies. 3. Pit capacity is minimum of 6 cu ft per 10 cu yd of concrete. SIGN DETAIL
4. Contractor to coordinate with usage contracting officer for proper disposal of 8. Washout shall be used for non-hazardous wastes. 4. Contractor to coordinate with usage contracting officer for proper disposal of
concrete. 9. Let washout set or evaporate before lifting. Do not move when wet. concrete. (OR EOUIVILANT)
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ACITY of WILSON N C `a00�mOAre ,Pa.nm,0 CITY of WILSON, N.C. Put. CITY of WILSON, N.C. "FA u,JSW:.� POBe.,O CITY of WILSON N.C. FAk ujaea:4sa,soc H.mna A..nm. Po.ae.,o rAx aBz'aesz4v '>° a5z1sonFFa, P"
vAMeneaahexn Knee, »,,.._ "sou.. www Wenm.olp +..e.N,Amomiimnew usswl"r"a..e,„� - eon Noah Ca °,r°nsoNL.wrmmw,a w,Wm.N,Amc.ml..nmA - >=L..,.,.,,,,N.. ,wmmw,s * eMnnew Nenmera
/ CONCRETE WASHOUT �a au DETAIL a
a36901 CONCRETE WASHOUT Scala of Seam, ( CONCRETE WASHOUT Nit=T`�. :969.01 �H„naA..n CONCRETE WASHOUT Naresm. DETAIL a
a36901
PIT DETAILS(Option#1) "„W201es sc of 4
PIT DETAILS(Option#2) PIT DETAILS(Option#3) IJ,N,O,as eaar- PIT DETAILS(Notes&Signage) es;201Bs MEET*
................... SRC Stamp: City Council Stamp: Revision Date By Date: March 2029
..40, . `° Herrin Sutton & Associates, P.A.
g- Woodridge West III Phase I & II Sedimentation & Scale: None Map No.
• +2yo Engineers - Surveyors - Planners Drawn by. th 2019-8162C
- (252) City of Wilson Wilson County NC Erosion Control Details
'./ I"E`"' ° 2201 Nash Street NW, Wilson, North Carolina 27896291-8887 f f
"��A.,j�/F�j':•�Sv,,•° Sheet No. SE-DT-2

Details Provided by APPIAN Consulting Engineers - www.appianengineers.com 03/05/2020 - 11:53:28 AM -- ''�0.
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_iii , , dw
PLAN VIEW a 1NO AE under embankment shall be cleared, grubbed, and stripped of any ``` ��� 1� a rem vim la
---- r --- vegetation and root material, The basin area shall be cleared. / , �� l
\\ O I \ 2. The till material for the embankment shall be free of roots or other woody � ��1, �I EHMI
vegetation as well as oversized stones, rocks, organic material or other rr1m
objectionable material, The embankment shall be compacted by traversing with NMI ■� mm
\ •\ Lu equipment while being constructed. Spillways should not be constructed through l J ill ATER"
1 ■ ■ ■ O fill sections- All spillways should be lined and/or rtprapped. ��� •• ■ENTRY
i ■ ■ • N • 3, Sediment shall be removed and trap restored to its original dimensions when the `� ■■UNfi"
sediment has accumulated to depth shown on standard. Removed sediment shall A i 'lilliIII��f( i��ili\vFiit �' A
\ ' • TOP OF be deposited in a suitable area In such a manner that It will not erode and 1U'- ,,,,,.C4��
INFLOW �F ■ ■ •
■ EMBANKMENT must be stabilized- ISOMETRIC VIEW IIIIIII"11 tii ■■
STRUCTURE(S) \ "LENGTH" \ 4. The trap shall be inspected after each rain and repairs made as necessary. SCH 40 PVC
\ I ■ \ 5. Construction operation shall be carried out in such a manner that erosion and END CAP -- 1! --
■ ■ ■ /f I P\ \ wafer pollution is minimized. SCH ao �'_�_,�
Ajt��rwj+' 1 O ICY = R C A 6. All cut and fill slopes shall be 2:1 or flatter, unless certified by registered PVC PPE
t 4� • - - geotechnical engineer. tMIIMI
7. Sediment basin embankments should be provided with erosion control and FLAN VIEW
■ ���'■i� . MIN. • MIN. ■ 0" �•�- -
I I 4iis ���: stabilization.
I +'�-� ' FLOW V 8. Storage area may be constructed in any shape provided the minimum storage
SEE BAFFLE \\ ■ ■ ■'\ ■- SEE NOTE 3 volume requirement Is met. The basin should also be oriented such that the SCH 40 PVC
I'll
III _ filter and the main flow of water and sediment are on opposite ends on the - VENT PIPE
•
DETAIL SKIMMER width to allow for losettling. Baffles shall be installed in all basins. _ _ _WATER LEVELSCH 40
PVC PPE
longer basin dimensions.
352.06 • • 9. The length of the stone outlet (spillway) is to be based on a 10 year storm. 111105MINMIIITAI8)
C ENCLOSURE"
/0.�p�•„;���\ L, DEWATERING10. Whenever to o ra h allows, the basin len th should be twice 2X the basin■ ■ ■ nw. __�i '�0•�11,< •� DEVICE 11. cleanout stakes shall be placed in all sediment basins at the low point to the \• •� SCH 4oPVC BEND, G ,
■ ■ ■ O --- I-�igrj-y*- \ -` basin. The stakes shall be marked showing the half full, cleanout point, of the I, ' ANOLE BASE ON '`
N ,��")APiti. I ` �' ANGLE 0" . + PIVOT POINT OF
\\ --- -- - ��++.17�„/1 EMERGENCY basin. � �qr. "C ENCLOSURE"
4,-�/7ry p" x*, 12. For design of sediment basins, refer to the North Carolina Department of t✓ SCH 40 PVC ORIFICE PLATE
\ � / n� SPILLWAY W/ Environment and natural resources. Erosion and Sediment Control Planning andIII "WATER"ENTRY UNIT" �'
a
!I/S!(( 12"CLASS'A' j)esign Manual. `� /2"DIA.HOLES IN UNDERSIDE �. SCH 40 PVC TEE
O - a,. F 13. For slopes greater than 10' in length and protected by silt fence at the toe of SEE PIPE MANUFACTURER , SCH 40 PVC PIPE
AVARAGE WIDTH = L H* • STONE ON TOP
!_ the slope, slope terracing will be required. FOR APPROVED
N - CONNECTION TRANSITION "ARM ASSEMBLY
OF FABRIC 14. The berm on sediment basins shall be seeded once final grade has been ENERGYDISSIPATai `I
* AREA OF BASIN WATER reached. The silt fence may be removed if permission has been granted by the END OF CURET PIPE® FLEXIBLE "ANGLE s"(MAX,45'AT
City inspector after the grass has germinated and stable ground has been 2x4'x1.eTHK(1SY.t) HOSE/PPE MAX.POOL ELEVATION)
SURFACE AT TOP OF established. CLASSRSTONEONTTIV , SEE NOTE IB(352.02)
PRIMARY SPILLWAY SEE SHEET 2 OF 4 FOR DATA BLOCK 15. Washed stone and wire backing shall be used with silt fence whenever silt fence OF FABRIC i IdIII1\\\\�\� Yi
is place at the toe of a slope >10' vertical or along any channel or water mow - 1 •
(-course where 50' of buffer is not provided. I n :
SKIMMER SEDIMENT BASIN DESIGN CRITERIA 16. Provide a foot pad on the bottom of the settling point far the skimmer. Foot
,E
pad to be 12" thick rip rap. Keep foot pad clear of silt. SECTION A-A BOTTOM OF BASIN
DRAINAGE AREA MIN.LENGTH TO MAX.LENGTH TO 17. Use silt bag (Detail 359.02) for draining basin.
(ACREACRES WIDTH RATIO WIDTH RATIO MIN.VOLUME REQUIRED SURFACE AREA REQUIRED roc a�l1x Sec� " ��1
S) Hm.NA, , , 1.so.,a CITY of WILSON, N.C. T aQ,%xu 47,7., ,<n.>.,Paa..,a CITY of WILSON, N.C. AXa "e'''• '
<10 Ac. 2:1 6:1 1800 CU.FT.PER AC.DISTURBED 325 SQ.FT.PER CFS Q10 P N""e""*" .ee Wax ven,rwwccS MSTANO.osW�rea ioNsaPA. g E ncom Mon.NorthCNN.27. ` """THE a"°`"NSON STANDARD vwoecv 1OHSOHLY '�B
F� , GENERAL NOTES �T.sd. .362U2 SKIMMER ScAlE carat le
Nm To le 36201
.T,o SEDIMENT BASINS aw'e c' . •BA iihNISON,..e,2010 "m It
Ct
0
CO
6" MAX. DEPTH OF Lo
"Z" (5' MAX.) FLOW OVER it
"H" (2' MIN.) EMERGENCY SPILLWAY b "W" (5' MIN.) Details Provided by APPIAN Consulting Engineers-een.appianengineers.com 06/07/2010-3:10133 PM Details Provider,by APPIAN Consulting Engineers-wew.nppianenglnews.c.-n 06/07/2010-3:10:16 PM
"S" SEDIMENT STORAGE ZONETh 1' MIN,-\ EMBANKMENT CONSTRUCTION SPECIFICATION
l l
- 1, tirade the basin so that the bottom Is level Troll to back end aide m side.
INFLOW STRUCTURE FLOW
y - "T" (1,5' MIN.) 2. Install posts or saw horses across the width of the sediment trap(Practice 6.62,Sediment Fence).
3. Steel posts should be driven to a depth of 24 Inches,spaced a maximum Of 4 feet apart,and installed up
= I - the side of the basin as well.The top of the fabric should be 6 inches higher Man the Avert of Me spillway.
r' _ Tops of battles should be 2 inches lower than the top of the banns.
DEWATERING ZONE 111 _ =TT,iIn IiI_r 4. Install at least three rows of baffles between the in let and outlet discharge point. Basins less than 20feet
,.:... - = EMERGENCY M length may use 2 baffles.
_ _ SPILLWAY 5. When using posts,add a support wire or rope across the top of the measure to prevent sagging.
FILTER FABRIC .1 j_•'I I-i•- - _ _III_ 6. Wrap porous material(wire mesh,700 p1m2 corrosion control blanket or tree protection fence doubled).
- = - SET TOP ELEVATION OF Over a sawhorse or the tap wire. Hammer rebar Into the sawhorse legs for anchoring.The fabric should
I I I ICI =1I 1='!1I.I ANTI-SEEP COLLAR 2 BAFFIE FABRIC 6"
SEE BAFFLE OR BAFFLE,USE CO R MESH,700 CM CaR HIGHER THAN INVERT OF have five to ten percent openings In the weave.Attach fabric to a rope end a support structure with zip
f J EROSION CONTROL BLANKET.STARE OR TRENCH SPILLWAY a 2'LOWER ties,wire,or staples.
DETAIL INTO BOTTOM OR SIDE.PIECE
NOT SPLICE FABRIC- MAN TOP OF CREST
SEE NOTE 11 ON USE A CONTINUOUS PECE ACROSS HE BASIN. 7. The bottom and sides of the fabric should be anchored in a trench or pinned With 8-Inch erosion Control
352.06 DETAIL 352.02 matting staples.
I SUPPORT POSTS 24" 8. On not splice the fabric,but use a continuous ece across the basin.
INLET ZONE
oV SIDE BOTTOM ORP pi
CROSS-SECTION VIEW SEE NOTE 3 361E of ONE AREA ! SIDES-TYPICAL
'`.*--•d • t MAINTENANCE:
RAFFLE " , Inspect battles at least once a weak and after each rainfall,Make any required repairs immediately.
SUPPORT ROPE TO ARE
:IIR4,„:"�.''i';;•'. /• EE p7 TO PREVENT SAGGING
FIRST j. Be sure to maintain access to the baffles.Should the fabric of a battle collapse,tear,decompose,or become
■■
SEE SHEET 2 OF 4 FOR NOTES\ 25%
CHAMBER Ineffective,replace it promptly.
-
ARE OF SURFACE
AREA BAFFLE ! INSTALL STAKE TO
T" Remove sediment deposits when it reaches half full to provide adequate storage volume for the next rain and to
Public Services Departments CITY of WILSON, N.C. SECONDCHAMBER • s�0 �> ,;, x. - SUPPORT t* reduce pressure on the baffles. Take cam to avoid damaging Me baffles dunng cleanout.Sediment depth
OF T.y P Voice(252)399.2465
c1r. �`i0 1800 Herring Avenue,/P.O.Box 10 FAX[phone] 25%OF r,•..`Q- - • 4,MAa , should never exceed half the designed depth.
G.' �.�; y SURFACE AREA ! I , . '
• Wilson,North Carolina 27894 USE WITH THE CITY OF WILSON STANDARD SPECIFICATIONS ONLY wwW.Wilsonnc.org APART
BAFFLE , ' , After the contributing drainage area has been properly stabilized,remove all baffle materials and unstable
• SCALE: DETAIL# OUTLET ,r' ,> e. • sediment deposits.bring Me area to grade,an stabilize it.
tt9 SKIMMER SEDIMENT BASINS NofToScale ,362.03 ?xNOF
\_ Q REVISION DATE: SHEET it AREA
04,�RTH`PO (UNDER 10 ACRES) July,2019 1 of 4 SURFAC ',, -_Ai�'F� - 5'-CREST word \.
•
•
CLASS I,RIP,RAP
A W .„ s ` 'EARTHEN
EMBANKMENT C 1 11
® ��J
TEMPORARY SKIMMER SEDIMENT BASIN SCHEDULE TO BE USED IN TEMPORARY SEDIMENT TRAP,
ROCK DAM, SKIMMER BASIN, OR SEDIMENT BASIN
STRUCTURE TOP OF LENGTH 0 WIDTH 0 INVERT SKIMMER ORIFICE SKIMMER EMERGENCY EMERGENCY DRAWDOWN
# BERM (SPILLWAY (SPILLWAY OF SIZE DIA (IN) INVERT SPILLWAY SPILLWAY TIME
INVERT) INVERT) BASIN WIDTH INVERT
(FT) (FT) (FT) (FT) (IN) (IN) (FT) (FT) (FT) (DAYS)
1 142.0' 130' 35' 138.0' 2" 2.0" 138.0' 12' 141.0' 2.7
2 149.0' 80' 32' 145.0' 1.5" 1.5" 145.0' 8' 148.0' 3.2 ar PNbr�Tswm.OePerlmwib vMoe(zsz„sez4es - PNdrK s.r®O•PeNnvit. vMo.
3 149.0' 85' 30' 144.0' 2" 1.5" 144.0' 8' 148.0' 3.2 - ,F,, 1 age Harris Awn.,r P.O.am,a1 CITY of WILSON, N.C. FA%�T 3YY2169 nP• "'r.'., 1BW Henry A,wnlire 21 O.B..1e CITY of WILSON, N.C. FAx�'3ile
Moon,Nell hmlln•2tteN USE WON ME CITY of w4.Tall arwmvtpePTaPTrwTxxesawr www.xll•onnc.ap ( MINI,North Gmlln•27694 use wm,TN[cm v WILSON STAMM°SPTcmrwT•xes MAY ww.xlmC.wp
4 149.0' 105' 35' 145.0' 2" 2.0" 145.0' 10' 148.0' 2.0 § F;, BAFFLE Not To a352.06 \ j BAFFLE ,.,,,Coke •� I
DETAIL . .,am ;Eat `` DETAIL N.M.DVS 2"ter•TN Jurm,2019 et
TRC Stamp: City Council Stamp: Revision Date By Date: March 2029
14C24. -
"°` `" ' °` Herrin Sutton Se P.A. &g- Woodridge West III - Phase I & II Sedimentation scale: None Map No.
,� ,,1001880 1 Engineers - Surveyors - Planners Drawn by:
� th 2019-8162C
'ov ? 2201 Nash Street NW, Wilson, North Carolina 27896 [phone] City of Wilson, Wilson County, NC Erosion Control Details
F , s,,,. Sheet No. SE-DT-3

TYPICAL SEEDING SCHEDULE
SEEDING (PERMANENT) SEEDBED PREPARATION
SHIMMER MARCH 1-AUGUST 31 W1NTFR SEPTFMBFR 1-FFBRUARY 28
SEEDING MIXTURE
RPPnIE$ RAIE(LB/AGRF) SEEUIEs RAIN I LB,AGRF, SEDIMENTATION - EROSION CONTROL NOTES SEEDING (PERM.)
BERMDA GRASS(HULLED) 33 BERMUDA GRASS(UlauuED) OS 1. THE DISTURBED AREA/CONSTRUCTION UNITS FOR THIS PROJECT IS 3.3+/-ACRES. SEEDBED PREPARATION
CENTIPEDE 10 TALL FESCUE SO
BASH /BRONNTOP MILLET GRAIN 10 ANNUAL RYE 10 2. ALL CUT AND FILL SLOPES WILL BE STABILIZED WITHIN 14 CALENDAR DAYS OF ANY PRIOR TO THE SEEDING,THE CONTRACTOR SHALL CUT AND SATISFACTORILY DISPOSE OF
PHASE OF THE GRADING UNLESS OTHERWISE NOTED ON THESE PLANS AND DETAILS. WEEDS AND OTHER UNACCEPTABLE GROWTH ON THE AREAS TO BE SEEDED. UNEVEN AND
SEEDING (TEMPORARY) ROUGH AREAS,AND OTHER MINOR IRREGULARITIES WHICH CANNOT BE OBOTERATED BY
3. A PRECONSTRUCTON CONFERENCE WITH THE CITY OF WILSON SEDIMENTATION EROSION NORMAL SEEDBED PREPARATION OPERATORS,SHALL BE SHAPED AND SMOOTHED AS
SUMMER MARCH 1-AUGUST 31 y'INTFR SEPTFMBFR 1-FFBRUARY 28 CONTROL INSPECTOR IS REQUIRED PRIOR TO COMMENCING GRADING OPERATIONS. DIRECTED BY THE ENGINEER TO PROVIDE FOR MORE EFFECTIVE SEEDING AND FOR EASE OF
SEEDING MIXTURE SUBSEQUENT MOWING OPERATORS.
4. ALL STREETS IN FRONT OF OR ADJACENT TO THIS PROJECT WILL BE KEPT CLEAN AT THE SOIL SHALL THEN BE SCARIFIED OR OTHERWISE LOOSENED TO A DEPTH OF NOT LESS
SPFniEs BANGa/ROTE) VFDffS RAIN(IR/GreEt ALL TIMES OR A WASH STATION WILL BE REQUIRED. THAN 5 INCHES EXCEPT AS OTHERWISE PROVIDED BELOW OR OTHERWISE DIRECTED BY DIE
GERMAN/IRD..TOP MILLET DRAM 40 ANNUAL RYE 20 5, TREE PROTECTION FENCING WILL BE INSTALLED PRIOR TO COMMENCING GRADING ENGINEER. CLODS SHALL BE BROKEN AND THE TOP 2 TO 3 INCHES OF SOIL SHALL BE
OATS Sa OPERATIONS IF APPLICABLE. WORKED INTO AN ACCEPTABLE SEEDBED BY THE USE OF SOIL PULVERIZERS,DRAGS,OR
HARROWS;OR BY OTHER METHODS APPROVED BY THE ENGINEER. ALL ROCK AND DEBRIS 2
TAD 501155 FNTR 6. ALL SLOPES ON THIS PROJECT SHALL HAVE A SLOPE OF 3:1 OR FLATTER. INCHES CR LARGER SHALL BE REMOVED ON CUT CUT OR RLL SLOPES WHICH ARE 3:1 OR
FLATTER,MEDIANS,SHOULDERS,AND DITCH SLOPES PRIOR TO THE APPLICATION OF SEED
APPLY LIME AND FERSABER ACGORGNO TO SOIL TEST PROVIDED 70 ENGINEER FOR APPROVAL.OR APPLY 4,000 LB/ACRE MOUND 7, ALL TEMPORARY SEDIMENTATION-EROSION CONTROL MEASURES SHALL BE REMOVED AND FERTILIZER.
AGRICULTURAL UMESTOE AIL 500 LB/ACRE 10-10-10 FERTILIZER FOR SUMMER SEEDING FOR MNTER SEEDING APPLY LIME AND BY THE CONTRACTOR PRIOR TO RECEIVING FINAL RELEASE OF RETAINAGE.
FERTI ACCORDING TO SQL MST PROPPED TO ENGINEER FOR APPROVAL OR APPLY 2000 LB/ACRE GROUND AGRICULTURAL SEEDBED PREPARATION WITHIN 2 FEET OF THE EDGE OF ANY PAVEMENT SHALL BE UNITED
UMESTYWE ME AND Too LB M
S/ACRE OF 10-10-10 FERTILIZER TO A DEPTH OF 2 TO 3 INCHES.
APPLY 4.000 LB/ACRE GRAIN STRAW OR EOUIVALENT C04ER O ANOTER SUITABLE MULCH.ANCHOR STRAW BY TACKING MTU ASPHALT. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN THE SOIL IS FROZEN,EXTREMELY
METTHG,OR BONING OR BY CRIMPING WITH A MULCH ARMORED TOO-TAME RATE TO BE 0.10 GALLONS PER SQUARE YARD.A DISK WET,DR WHEN THE ENGINEER DETERMINES THAT IT IS IN AN OTHERWISE UNFAVORABLE
MTI BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL IF CRIMPING IS USE THE ABOVE STRAW APPUCAIIM WORKING CONDITION.
RATE SHALL BE DOUBLED.
MAINTENANCE
IF GROWN IS LESS MAIN FULLY ADEQUATE REFERTUZE IN ME SECOND YEAR.ACCORDING TO SQL TESTS OR TOPORESS WITH Soo
ILs/ACNE 10-10-ID FERTILIZER.MOW AS NEEDED MIEN SEEKER IS OMITTED FROM THE MIXTURE.RESTED,FERTUEE,AND MULCH
DAMAOfD ARfAs IMMfdAIELY.
CMIRACTM IS RESPONSIBLE FOR MOMNE RESEEDING,FERIIUZING AND UMING F ADEQUATE GROUND COLOR IS NOT OBTAINED AT NO
COST TO OWNER.
PART III PART III PART III
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMEMAND VENN3E MAINTENANCE ''''''''''''''''''''''''''''''.7:
SELFINSPECTION,RE[PART III NG AND REPORTING SELF-INSPECTION,RECORTIII GAND REPORTING SELF-INSPECTION,RECORTIII NG AND REPORTING
THE NCGODCONSTRUCUON GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. sktCTRE v51H LNFle
Implementing the details and specifications on the plan sheet will result in the construction 2. provide drip pans under any stored equipment. - - _ - SECTION A:SELF-INSPECTION SECTION N.RECWOKEEPING SECTION C:REPORTING
activity being considered compliant with Me Ground SteLIYOSTion aril Materials Handling 3. I&n[M leaks and repair as soon as easibA,or remove leaking equipment from Me r- •:-: Self-inspections are required during normal business hours in accordance with to table l.E&SC Plan Documentation 1.O°Lurrc es that Must be Reported
motions of the COO Constructgn General Permit(Sections E and F,resptctivelYI�The 1••II:• a
permittees ply with den approve byt project. .kik, r_(„I_rtilM below.When adverse weather or she conditions would cause the safety of the RROOMS. The approved EASE plan of well as an report gaccurrences:
shall comply h Me Erosion and Sediment Control approved he a� { P any deNNlon shall be kept on the site. Permiltees skald re he following
4. collect all spent fluids,store in separate containers and properly dispose as '• personnel to be In Jeopardy,the Inspection may be delayed until the next business day on edE&SC Nn must be keptup-to-date throuhbe the cover der this permit.
delegated authority having jurhdittion.All detaib and specifications shown on this sheet - approved pg age under (a) VlOblesedMent deposition In a stream N.M..
On site co g authority -me juri hamrdous waste(recycle when possible). which it b safe M mrfoml the inspection.In addition,when a storm event Pf equal to or The follows t g p may not apply dependingneifions and Me&leated authors haw stliction. following to E&SC Lan shallbekept on she and available for
5. Remove leaking vehicles and construction equipment from service until the problem - CP- �• greater than 1.01nch occurs outside of normal business hours,the self-Inspection shall be Inspection at all times during normal business hours.
has been I- ��'- T6��•... wE�•,I�Ig�I- performed upon the commencement of the next business day.Any time when l^spectlom _ (b) Dllsdlls M:
SECTION E:GROUND STABILIZATION ri.hyTo mF•• fr/filIMMLW6
were deayed shall be noted In the Inspection Record. non aO D°arnmt Documentation Requirements • They are 25 gallons or more,
Required Ground StaAlllaatlon TImeframes 6. Bring used fuels.IVDrkants,coolants.hydraulic fluids and other petroleum products - Dblr-'-� sat w n.euO Ial Each ERE measure has been Instated Innlal are date each EASE measure on a copy
to a recycling or disposal renter Mat handles these materais. Tgliifl0E�L0EI • They are less the 25 gallons but cannot be cleaned up within 20 hours,
Stabilize within this K��,2g, Inxp (dudes name lamer.'wane mut include. and does not significantly deviate from die of the approved ERSC pan or complete,Oak • They Ruse Sheen on surface waters(regaNless of volume),or
Ale Area Description many calendar THmehame variations a �� __ Mn twang _ -.- _-, batbas,dimensions and relative elevale'o a meatier Wseach
ptbn iaintaiawe 'oeiM•» Only rental,mecums Mown an the eppro«a Egs[pun nnacec nons°i»ePP I.
F65< • They within ilD leer of waters lregardless of volume.
days after ceasing LITTER,BUILDING MATERIAL AND LAND[HEALING WASTEreaminobscnatinrotradeoaringsaw.d. 1
lane disturbance approved waste containers H This documentation I:regmreeupentke
1. Never bury or burn waste.Place lisera,debris in gaup
installation M the ESSC measures or it
(a)Perimeter dikes, 2. Provide a sufficient mrmber and she of waste Containers(e.g dumpster,trash CONCRETE WASHOUTS nrxr .y dslm no
win e �m rainfall
ne tnwsperrinn�. um ere Madded after ionic (c) Releases al hazardous substances In excess of repgrtable quantifies under Section 311
ennexe,m nun 1DSCm
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. m�aae tnna....us
3. Donose of,aaecoareu Alorcement slurry the ztte. a.el mvsnnanid .e.nM.ew aralNtan. (Ref: Clean CFR Water orAct GS.143-15.S1D.3 and 40 CFR 117.3)ar Section 102 of CItCIA
perimeter slopes 3. Locate wane containers at lean SO feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with load •me,rm,vee ue.maw»,nmar.amaR eeN[e (b)ApMvdgnMry has bun completed. Idnddakamwd tlleippr0550 EREwar
(Ref:40[FR 302.d)DIG.5.103ZI5.85.
lb)H'h Quality Water wale unless no other alternatives are reasonably avaikbie. as ,on a to Mae AEAII0we,onm• nd g ty 7 None and su solldw tet11,05Y sand at an facility. talebc n m.p• e mama,i c Adkste date and sMn+n,nspechon
MOW)Zones 0. Leate waste containers on areas that OR not receive substantial amounts of runoff 3. Manage washout From mover mixers In accordance with the above Item and In Mamma 7uledard•nr oWIWI Impactions 1«tecompletion of Me (d) Anticipated bypasses and unanticipated bypasses.
(tI Slopes steeper Man If docesare 30'Or less in length and are from upland arms and does not drain directly to a storm drain,stream or wetland. addition pkce the mixer and associated materials an impervious barrier and within n pMe«rwm th•person ing de..clan na atbn P...
5. Cover waste containers at the end of each workday and before storm events or b perimeter silt fence. met_ dinhoarser•min prope�h"d Tel Mound ewer Is located a.instal. tlrand date a copy Or the app•wed DISC
3:1 T ro teepen Man 2:1,14 days are provide secondary co Repair damaged 4. stall temporary was per equtrements,where applicable.If an Noncompliance with the conditions of this
allowed ovitle second t.0.e replace lama dwaste containers. pore washouts lowly znewn In accordance with the approved complete,date and an Inspection (e) p Permit that may endanger health or the
-7 days for slopes greaterMan SO' N. Anchor all ligMWE,00t items waste containers Oai�times of high winds. allernete method or product istobeused,contact your approvaladho/M Tor r5 Ocsalignarestnnre,a.date of[Pocono racffons Ih,n•«nee ^ion plan. al.n 00e.la.ow compliance wishapwwed environment.
length and with slopes steeper than 4:1 7. Empty w as needed to prevent overflow.Clean up immediately N and approval.If local s0ndard deGiis are not available,use one of the true eel see
-7 days for perimeter dikes,males, containers overflow containers
types of temporary concrete washouts provided on this&ail. o.n.poW del The maintenance ardrewe [ampler,dale and Sign an tmwctne MD., 2.Reporting Timeframes end Other Requirements
(d)Slopes 3:1 to4:1 14 8. Dispose waste of-site at an approved disposal fadliry. 5. Don ashoutt for defective curb or sidewalk , rewul«menes for all IBS<...net
drtcbes,perimeter slopes and HOW u concrete w aterirg or storing m In on Atter a wrmittee becomes aware of an occurrence that must he reported,he shall contact
Zones 9. On business days,clean up and dispose of waste in des mated waste containers. s.Wormwater accumulated within the washout may not be pumped Into or ea•m t have been performed.
8 section vhcnand s.Indication of esiale sediment leaving the We, the appropriate Division regional office within the flmat and In accordance with the
-10 days for Falls Lake Watershed discharged to the SIMM drain system or receiving surface waters.Liquid waste must (el Corrective echos have been taken a,e dote a mho(the apptev.IRS< other requirements listed below.Occurrences outside normal business hours may also be
-7 days for perimeter dikes,swales, be pumped out and removed from project I41 Perimeter of ',gleaner.per »,desnn limns,don record to EgSC rneaswes. w,Osmond span an...m partment's EnvironmentaItmergenry Center personnel at(TON)
PAINT AND OTHER LIQUID WASTE ».M.rewa ethe camoletnn of the reported to Me Oe
ditches,perimeter slopes and HQW Zones 1. Do sot dump paint and other liquid waste into storm drains,streams or wetlands. b. Locate washouts at kart 50 feet from storm Bain inlets and surface waters unless it •i» K. a n n MR g58-03fi8.
le) Areas with slopes ^he shown that no other alternatives are reasomhly available.At a minimum, xnunwa.m •»m•m<n w wrnectlre OD.
flatter than 4:1 l4 -10 days for Falb lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface stall protection of storm drain tndet(s)closest to the washout which could receive - nchIn use^,me 2.Additional Documentation toba Kept on Sloe Oeurrece Reporting TImebemalAlb m and C mmMf r Qsvecy)aher Requle
there is zero slope waters unless no other akem es iva swably available. spills or verflow. 14 man m a.ea rim anent Berme enteral M. Its addition to M de E&SC plan documents above,the following Items shall be kept on the 1.1Vb r atlfvedon.
Note:Afterthe permanent cessation of construction activities,arty areas with temporary 3. Contain liquid wastes in a conudled area_a 7, Locate washouts in an earth accessible area,onkvel ground and instille stone • site and available for inspectors at all times during normal business hours,unless the dews nMrz a eatpdardays a repel that cantos a description M the
grouts stabiliization:halt be converted M permanent ground stabilization as soon as 4. Containment must be label.,sized and placed appropriately for the needs of site. entrance pad in troll of the washout Additional controls may be required by the wetlands p• Division provides a site-spMlk exemption based on unique site conditions that make dream or wetland menem and ectbn:taken to address the cause d the depwltdn.
practicable but se longer than BOceiendar days after the last land disturbing 5. Prevent the discharge of soaps.solventz,detergent and otherlquid wastes from approving authority, this requirement not practical: a the rpulrem•m Mr a written repot On
COVM.Temporary ground stabilization shall be maintained in a manner to render the mnstrrsctron sites. 8. In taI at least one sin direct) trucks M Me washntt within the m ION Division
g directing project ecrm•xiy e, ch a This General Permit as well as the Certificate of Coverage,after H Is nemlved. MGM hi es mpaMdMr sediment
msse maw
wriace stable-:atnst accelerated erosion until permanent:.•antl stebiliation is achieved. limits.pose signage on the washout itself m&ntMMis location. - () ag
PORTABLE TOILETS 9. Remove leavings from the wazhoM when at approximately J5%a --------Mier each •e I.--- w of -•n',nos.
pm1zJ1•toa rnp rmp nw•ar. related uuxss Me per m�itke m+YMrpulretl to perform additional
GROUND STABILIZATION SPECIFICATION Y capacity to limit Niemandestabilisation M amp na^le emee�ion A alai lW,o �narm (b) Records of inspections made during the previous twelve months.The permMee shall M.Inepesnbmwrpply more strinaenl practl«sllskll
1. Install portable toilets on level ground,of least 50 feet away from storm drains, verfl°w events.Replace Me tare.nd bags or other temporary structural era additional requnemens are needed t°asswecampibnte
Stabilize he ground sufficiently so that a in will not dislodge Me soil.Use one of the wetlands unless there is no alternative reasonably available.If 50 footo II/MUM cord Me required observations on the Inspection Record Form provided by the m..i �i orwm imwiradwam wnd,tloro.
techniquesin the table below. offset is tot attainable,provide relocation of able toilet behind sill fence components when nelorgerfunctionel.When utilizing alternativeor proprietary Waimea.
narkovabwns.p<nwmnr Dlvlslon or a similar Inspection form that includes all the required Use of nth
Port products,follow manWatturer'simtructions. «venrlw a q Uhlor Splinentl •NM.HM1our,an oral of electronic notllkation.i
Tem stabilization Permanent Stable*. a gravel pad a.surround wtthsznd bags. ill.At the completion of the concrete work,remove remainingleavings and of electronically-available records In lieu of the required roper copies will be allowed If baseM mate include lnkrmatlon+hoatme date,the,naure�mum�a,bn
seed with 2. Provide staking or anchoring portable toilets during periods of high wiMsor in high p gs an pose ,p��OOSO shown to prod.equal access and utility as the hard-ccopy records, a location
and teckiMsee in straw foottoff a in an approved disposal hcility.Fill piL if applicable,antl stabilize any disturbance ornelnuno or en assurance lhn is Mg Ise maaa substances perm °"d the senior release.
•tother mulches emporary grass Other Permanent grasscovered caused by removal of washout 3.Detumematlon to be Retained for Three Yeas IIDIHcl abmrrt
•Hrytlroseeding •hematite taenks san as permanent 100 3. Monitor portable toilets for leaking and proceoY dispose of any leaked material. In All data used to complete the e-NOI and all inspection records shall be maintained for•pNled (cl Anticipated a •Arep°rtwRea kn days oeJ ere eM dais the
•Rdkdermi°n merol products Path or remf°nenent matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace NOTE:TM min inspection resets the required 7 calendar day Inspection requirement. of three years after project completion and made avaiNble upon request 140 CR 122.411 w apaed Rue,a.
without •Prydroseemg with properly operating unit. taz.a•nlliIl. elect or thE011SIO. an evaluation of to antldpaktlgwlhy antl
•Appropriatelytemporary
ssmaw or otter moll •shrubs«other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTCIDES - - - - 1ZR etlmll»I �M or the bypau.
•Plast^ g vans mu. 1 Store anda 1 henbkdez, des and In accordance with label PART II,SECTION O,TTEM(4) NI unanticipated b µwan one,or electronic notification.
_ apply peso bypasses 140CFR love a moan that includes en evaluation of the
• ted ground cover EARTHEN STOOMILE MANAGEMENTres DRAW GOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
sufficient to nesoarn erOia 1. Show stockpile locations Cl pans.Locate earthen-matee'tl stockpile areas at least Stare herbs LEI ohomol rddthe or elec
n.
• methods such asmaek,asphalt or 50feet awe from storm drain inlets,sediment basins,perimeter seeiment controls 7. Store herbicides,irecdesor usedemedies in end first
original steps
in cners ase
the w..t modem« ^era a or electronicmacontessd
y label,which Liss directions Torun,ingredients fart ale rte f for maintenance and close
OGI nless this esive runoff from drainageTaLmsreas afosIIne Whitre h morenot feuseouo withdraw
wates er from
water from the surface exaentbefedw ILSes extdmbeoldsyedown nittut x,andtoaum,thmpenodonsad,nlllabn,
Structural
and surface waters unless it can be no other reasonably 6r ps In caseo
of Me
retaining wallsN aitlental poisoning. Iordurfamm Ithdrwe from
lbasins shallbeeowed only when all dth if not to wlaverbeen men iromthesurface shallberare(for example,times with extended mid weatber), of thisendgerit Zmru -
.Rdkaewupnwmdprotlaswith ass seed available. a Non-surface wkhdrawalz frem sediment basins shallbeaII used only when all of theI 11015ing criteria have been men may endanger i��Ipmg••on naenl•ntl times,onn if pnaampHrnn«nas so
pi along toe of slope 3. Op not store herbicides,pesticides o and retlenticides in areas where flooding is
2. Protect stockpile silt fence instilled ado pawhhaminimum offset MarnsaatM been corrected,the anticipated time noncompliance is expected to
POLYACRYLAMIOESPAPAS AND five feet from the toe of st possible or where they may spill or leak into wells,stwmwaterdrains.ground water ewlmnm
(PAPAS) stockpile. The E&SC I enrl0a nor planneauretluce.ahminak.and
being exposed during 3. Provide stable stone access point when feasible. or surface water.Ida spill occurs,clean area immediately. (a) pan authority has been provided wl[h do documentation of the non-sunfice wlthdrewal end lhespecNCUme periods condkl«sln whkhMWllomsr.The mnsuriace withdrawal OR l22.e111117)I 15 the noncompliance.MO Eta 122ATI
1. SelectflocculamstbetareaDOropriatefor the soils bei 4. Do not stock le these materials omits. shallot commence until the E&SC plan authority has approved these items, iontaaff aew• Rsh
selecting from the NC DOUR List of Approval PAMS/Flocculonrs. 4. Stabilize stockpile wRhtn the Dmelames provided on this sheet and in accordance - P, pst1R may weNetbe requirement brawrhkn report one
2. Apply llocculank at or before the Inleu to Erosion and Sediment Control Measures. with thea pI plea IL) DMWaRThe nsurtacewlthsraretwal ea treated
witen h broIlsported to minimise dlcted hypassf accordance withstomw Part III,tectht Is remoem ed from the Id)sedim thls nt bSUmit, en slbv Rae net,.
PpY approved plan requirements.Soil willstabilizationtiic lehned (c) Deweteringdischarges are treated with deooaTsto minimize el,tanks,ad pollubnM from stormwater[ha[Is removed from the sediment basin.Examples of appropriate controls include
3. Apply ibaulan[satthewncen[rations specified in the NCOWR LMoJApproved vegetative,physical Cl chemiulcoveragercMnques that will restrain accelerated HAZARDOUS AND TOXIC WASTE properly sited,designed and maintained dewaterin
PAMS/Flowulons and to accordance with the manufacturer's Instructions. erosion on disturbed soils for temporary or permanent control needs. gbnU,weir tanks, nitration systems, -
A. Prgvkepandingarea far containment of treated 5tormwater before discharging
1. Create designated hazardous waste,delloion areas on-site. Id) Vegetated,upland areas of the sites or properly designed stone pad is used to the extent feasibleat the outlet of the dewatering treatment devices described In Rem(c)above.
offsite. 2. Place hazardous waste conuiners under cover or in secondary comainment. (e) Velocity dissipation devices such as check dams,sediment traps,and rlpap are provided at the discharge points of all dewalering devices, �)`y L NORTH CAROLINA
5. Store floccdansinleak-proof containers that are kept under storm-resistantcarer :r41. NORTH CAROLINA 3. Donastore hazardous chemicaI drums or bagged materials directlYon the ground. III Sedill removed from the&watering treatment devices described In item(c)above is disposed oflna manner that does not muse depositionof sediment into waters oISV United States.
=F Environmental Quality
or surrounded by secondary containment structures. (. Environmental Quality
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19
e,,N• ,,, TRC Stamp: City Council Stamp: Revision Date By Date: March 2029
°` •
Herrin Sutton & Associates, P.A.L g- Woodridge West III - Phase I & II Sedimentation & scale: None Map No.
Engineers - Surveyors - Planners . . • Drawn by th 19-8162C
=7City of Wilson Wilson Count NC Erosion Control Details
,yti.e.L:•-•SJ',,,,, 2201 Nash Street NW, Wilson, North Carolina 27896 [phone] Y f �� Sheet No. SE-DT-4