NCC232632_Site Plan or Location Map_20230830

CONSTRUCTION SEQUENCE SEDIMENTATION & EROSION CONTROL NOTES VICINITY MAP
CONSTRUCTION SEQUENCE 1. ALL STREETS,ROADWAYS AND/OR PRIVATED DRIVES SHALL BE CLEAN OF DIRT AT ' •'�y ::O�lllllllll �'� J�
• t/ RNNRD 111rl(/'�■a ■
1. OBTAIN COPY OF APPROVED SEDIMENTATION EROSION CONTROL PLAN,INSTALL RAIN GAUGE AND PLAN BOX ON SITE,AND COMMENCE RECORD KEEPING ALL TIMES OR A WASH STATION WILL BE REQIRED. rJ,. "POI* mint.w.'�,i�,,
o ��ea r
ACTIVITIES OF RAINFALL EVENTS.CONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE WITH THE REQUIREMENT OF THE S&E PERMIT. ``�� .4V Eri lii
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2. A RAIN GAUGE,SELF-INSPECTION RECORDS,PERMIT,AND S&E PLAN ARE REQUIRED TO BE MAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION.IT IS 2. EITHER SILT FENCE OR TREE PROTECTIVE FENCE MUST BE INSTALLED AROUND it ,. �.. R.4m4�1miIz11114��
REQUIRED THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT THE BEGINNING OR ENTRANCE OF PROJECT.THIS IS RESPONSIBILITY OF THE GENERAL 404li`1 �A�, ■
CONTRACTOR OR HIS/HER APPROPRIATE DESIGNEE. SITE PERIMETER AREA SEPERATING AND DELINEATING EXISITNG PEDESTRIAN oK �se�° .,A�♦♦. l �'
TRAFFIC AREAS. NIP' s" "fRN RR` a�P � O 4
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3. SCHEDULE AND CONDUCT PRECONSTRUCTION MEETING WITH CITY OF WILSON S&EC INSPECTOR. ..40,4,0m .
40. lip....
v7 ;� 4, � 1:d
4. GENERAL CONTRACTOR/DESIGNATE REPRESENTATIVE IS RESPONSIBLE FOR REPRESENTATION AT S&EC PRE-CONSTRUCTION CONFERENCE AND ALL SUBSEQUENT 3. AS CALLED FOR IN THE CONSTRUCTION SEQUENCE ALL TEMPORARY S&E �, ��T�p��ny`rf �L�� 4:
S&EC MEETINGS/CONFERENCE AS REQUIRED. ,.• Sal;;;
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MEASURES SHALL BE REMOVED ONCE THE SITE IS PERMANENT STABLIZED AND - '��`R' ����
5. CLEAR&GRUB ONLY AREAS TO INSTALL TEMPORARY CONSTRUCTION ENTRANCE,SILFENCE,SILT FENCE OUTLETS,RAIN GAUGE,AND PLAN BOX AS SHOWN ON �i� • �p
°� ��fl � t
PLANS. APPROVAL IS GRANTED BY THE CITY OF WILSON CONSTRUCTION INSPECTOR. �i tir
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Or6. HAVE CITY OF WILSON SEDIMENTATION-EROSION CONTROL INSPECTOR INSPECT TEMPORARY CONSTRUCTION ENTRANCE,SILFENCE,SILT FENCE OUTLETS,RAIN _� �
GAUGE AND PLAN BOX AS SHOWN ON PLANS PRIOR TO COMMENCING FULL CONSTRUCTION OR ANY ADDITIONAL SITE DISTURBANCE ON PROJECT. 4. THE GENERAL CONTRACTOR OR SITE CONTRACTOR IS RESPONSIBLE FOR ONSITE ,.•i milli
7. UPON APPROVAL BY CITY OF WILSON SEDIMENTATION-EROSION CONTROL INSPECTOR,COMMENCE CONSTRUCTION INCLUSIVE OF CLEARING AND GRUBBING OF SELF MOI NTORI NG OF SEDIMENTATION-EROSION CONTROL MEASURES AND m��p 1�■1 --1)
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SITE AND FILING OF SITE WITH OFF-SITE BORROW MATERIAL. MAINTAINING ALL REQUIRED SELF MOINTORING RECORDS.ALL RECORDS AND ;, m�■'�
8. CONTRACTOR IS TO CONSTRUCT/FILL SITE IN A MANNER THAT MAINTAINS POSITIVE DRAINAGE THAT IS REPRRESENATIVE OF THE FINAL GRADING PLAN. PLANS TO BE KEPT ON SITE IN AN APPROPRIATE SITE CONSTRUCTION BOX 1 ��it NO� , 'p rim' up
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9. MAINTAIN ALL SEDIMENTATION AND EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION IN ACCORDANCE WITH THE APPROVED STANDARDS AND LABELED"SEDIMENTATION-EROSION CONTROL BOX".
SPECIFICATIONS.
10.ALL DENUDED AREAS SHALL OTHER THAN SLOPES TO BE STABILIZED WITH TEMPORARY SEEDING WITHIN 14 DAYS OF COMPLETION OF DISTURBANCE ACTIVITY 5. CONTRACTOR SHALL INSPECT INSTALLED SEDIMENTATION-EROSION CONTROL
FOR THE AREA. MEASURES AT LEAST ONCE WEEKLY OR AFTER 1/2"RAINFALL PER STATE AND SITE DATA
11.ALL OTHER DISTURBED AREAS TO BE TEMPORARILY SEEDED WITHIN 7 WORKING DAYS OR 14 CALENDAR DAYS OF COMPLETION OF LAND DISTURBING ACTIVITIES LOCAL REQUIREMENTS.
WHICHEVER IS SHORTER EXCEPT FOR SWALES AND SLOPES GREATER THAN 3:1 WHICH MUST BE STABILIZED AND SEEDED WITHIN 7 CALENDAR DAYS.
DISTURBANCE LOCATION:
12.AFTER SITE HAS BEEN PERMANENTLY STABILIZED WITH THE SEEED AND MULCH AND A PERMANENT GRASS STAND IS ESTABLISHED,CONTACT CITY OF WILSON 6. THE TEMPORARY CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A LATITUDE: 35.7399
PUBLIC WORKS SEDIMENTATION-EROSION-CONTROL INSPECTOR FOR APPROVAL PRIOR TO REMOVAL OF ALL TEMPORARY SEDIMENATION-EROSION CONTROL LONGITUDE: -77.9733
MEASURES. CONDITION WHICH WILL PREVENT TRACKING OF MUD AND/OR SEDIMENT ONTO
13.AFTER SITE IS PERMANENTLY STABILIZED AND UPON APPROVAL FROM THE CITY OF WILSON SEDIMENTATION-EROSION-CONTROL INSPECTORS,REMOVE ALL EXISTING STREETS,ROADS OR PRIVATE DRIVES SERVING THE SITE.
TEMPORARY MEASURES.
14. UPON REMOVAL OF ALL TEMPORARY MEASURES,SEED AND MULCH FOR PERMANENT VEGETATION COVERAGE FOR ALL PERVIOUS AREAS DISTURBED WITH 7. SEDIMENT SHALL BE REMOVED FROM SILT FENCES WHEN IT REACHES A HEIGHT
REMOVAL OF TEMPORARY MEASURES. OF 6"OR GREATOR.
15.THEN OBTAIN FINAL APPROVAL AND CLOSEOUT FROM CITY OF WILSON S&E INSPECTOR. SITE DATA:
8. ALL CUT AND FILL SLOPES TO BE 3:1 UNLESS OTHERWISE SHOWN ON PLAN AND
PROVIDED WITH ADDITIONAL APPROVED SLOPE PROTECTION. TOTAL AREA 2.5± AC
DISTURBED AREA 0.70 AC
ZONING RMX
9. SEDIMENT SHALL BE REMOVED FROM ALL INLET PROTECTORS WHEN IT REACHES NO. OF LOTS 4 - BUILDABLE LOTS
A HEIGHT OF 6 INCHES AND CLEAN STONE AROUNG INLET PROTECTORS 1 - NON-BUILDABLE
5 - TOTAL
REFRESHEN AS NEEDED. PARCEL ID NUMBER 3702-45-5878
PROPERTY REFERENCE . . . DEED BOOK 2984 PAGE 799
OWNER/DEVELOPER:
O&L INVESTMENT, LLC
PO BOX 1279
ELM CITY, NC 27822-1279
INDEX OF SHEETS
EC-1 SEDIMENTATION & EROSION EXISTING CONDITIONS CITY OF WILSON
'SE- 1 SEDIMENTATION & EROSION CONTROL PLAN STANDARD SEDIMENTATION & EROSION CONTROL NOTES
SE-DT-1 SEDIMENTATION & EROSION CONTROL DETAILS
STANDARD EROSION CONTROL NOTES
SE-D T-2 SEDIMENTATION & EROSION CONTROL DETAILS Sedimentation & Erosion The following notes are required on Soil Erosion and Sedimentation Control Plans.These notes
should be regarded as a minimum requirement.The Engineering Department reserves the right
to require such additional notes as it deems necessary.
C o n t r o 1 Plan I. Approval of this plan permitsonly those clearing and grading activities listed within this
plan.This plan does not permit the construction of any impervious surface or structure.
2. Approval of this plan constitutes approval from The City of Wilson only. Additional
approvals(such as 401/404 wetlands.etc)may be required prior to authorization to begin
Heritage Place clearing and grading. Copies all additional approvals must be provided to the
Department of Engineering upon receipt.
3. A copy of the approved erosion control plan must be kept on site at all times.The approved
Sedimentation&Erosion Control Plan should be regarded as minimum requirements:
additional measures shall be put In place as needed to ensure that no sediment is released
from the site.
■ ■ Phase4. Erosion control measures shell be constructed prior to any clearing or grading activities
Herring Sutton & Associates, P A Section Six beyond that necessary to install such measures.romE Approvaling n erosion control
ite
■ ■ measures shall be obtained in writing from Engineering Department Staff prior to site
clearing and grading.
Engineers - Surveyors - Planners //�� Wilson,
/y 5. Copies of all permits and approved plans must be kept site in a permit box that is
+r++6 ,/ ( "7 t Z T O / conspicuously located and easily accessible during onhm This includes approved
\V.1 J�/ l\/- construction plans,approved erosion control plans,encroachment agreements,driveway
2201 Nash Street NW, Wilson, North Carolina 27896, [phone], Firm License #C-2310 permits,water/sewer permits,etc.
TRC Stamp: City Council stamp: PROJECT NUMBER 12PROJ/1870PC 6. City of Wilson Engineering Department Personnel must be granted access to any and all
�tN'ARA)/4,., areas of the subject site for the inspection of sedimentation and erosion control adequacy.
ram• :•; C;[+yj?`.>, ' DATE July 2023
? /L7 7 SURVEYED BY PH 7. If additional erosion and sedimentation controls are required to prevent offsite
sedimentation. these plans must be modified and submitted to the Department of
10181. i Engineering within five business days for approval and addition to their records.
TV. DESIGNED BY RS
2•... INE..-
.�'iF• :• J�,•�'�� DRAFTED BY TH
CHECKED BY RS Sheet No. SE-CV-1

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✓/ / /// i• i DISTURBANCE LOCATION:
'� / i �/ . /j I ' _ A — -*�-' LATITUDE: 35.7399
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��� /�� LONGITUDE: -77.9733
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\.• & / \4� ' ... ,e f O m 9 AC ... m ... �t 3 I _--- SITE DATA
\\ - \ X (Conservation Easement) TOTAL DISTURBED \\ 'I �1" TOTAL AREA 2.5t ACRES
•NNU• CH CE 1 /, ?p, I I \ \ L4REA 0.70 ACRES I E�X ETLANDS 1z
OODPLAIItFx:0 �0'RY ` ( I / �• + + - ® + + ,.v`' Sp OPEN - No. OF LOTS 5 - TOTAL
B E = 106T7P t / \ V\ / '4� '�B I I SECT/p SPACE --- 4 - BUILDABLE
/ INV t04. p'1 ` N N Slk BUFFER 1 - NON-BUILDABLE
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/� — 1 ' \ ''a,� \ - s�o: PARCEL ID NUMBER 3702-45-5878
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J "P 4�I DO' �iNv — 7,200 SF 2likCWin 6 1� SETBACK REQUIREMENTS
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0 / 0 wa ELM CITY, NC 27822-1279
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\ TOP 110.19 .. 74841411 ( I
\ 10� �rl---o 43 V 1�'•w� '�``� .� NOTES:
t,J EXIST. DI , . _ \ ° t �.*r•+ss 12•. Ex CB I - �.� ) I
--w> LQ W�lop Ills ►, l I ANY TREES LOCATED NEAR NATURAL GAS OR ELECTRICAL FACILITIES WILL NEED TO BE
�TO CB +°s— �\ v UL',�'S' tr 2"+ss INV're. �� r I PLANTED SO AS TO HAVE AS UTILE IMPACT ON FACILITIES AS POSSIBLE WHEN FULLY
J < \�� _ TC fy _� = Y= r --_ I MATURE. THE CITY WILL RESERVE THE RIGHT TO REMOVE TREES WITHOUT ADDITIONAL
cos -\...� �R�ijy� �� _ _
E^
/ — - BEINGSHOULDFUTUREEMERGE. IT SHALL BE THE RESPONSIBILITY
�,,, ��\ — — --- -i0B -------- _ . �1 - L_ OF THE PROPERTY OWNER TO STAY COMPLIANT WITH THE UDO LANDSCAPE
,°a-� ° _ '� —t�� +�'eW -- REQUIREMENTS FOR THE SITE AS PER OWNER'S WARRANTY
— — —� A �E�c a F.m s "W �
z� EX WETLANDS \\�/ VA / — -i IA A /� NoP`:093 ' �'r V �Tz•.5 12,IW THERE IS A 10' GENERAL UTILITY EASEMENT LOCATED ALONG PROPOSED R/W's.
a: EX OH ALL CONSTRUCTION AND MATERIALS TO MEET CITY OF WILSON STANDARDS AND
( 7 AA V �,�� TOP 111.40 SPECIFICATIONS.
/ \ / \\ INV 106.23
'- / - ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND MUST BE VERIFIED BY
_ + CONTRACTOR.
CALL NC1CALL AT 1-800-632-4949 BEFORE DIGGING TO LOCATE EXISTING UTILITIES.
A PORTION OF THIS PROPERTY IS LOCATED IN A FEMA DESIGNATED FLOOD HAZARD
CONSTRUCTION NOTES: Site Sedimentation-Erosion Control AREA ACCORDING TO MAP NUMBER 3720370200K DATED APRIL 16, 2013.
1. Prior to commencinganyland disturbingactivitywhose limits of disturbance are SYMBOLS LEGEND THIS PROPERTY IS LOCATED WITHIN A WS4-P WILSON COUNTY PROTECTED
1. A PRE-CONSTRUCTION CONFERENCE WILL BE REQUIRED WATERSHED AREA.
BEFORE COMMENCING LAND DISTURBING ACTIVITIES WITH greater than 1.0 acre in area, the Contractor shall have in his possession a copy of
CITY OF WILSON EROSION CONTROL SPECIALIST MIKE the approve Sedimentation-Erosion Control plan and notified the approving authority PROPOSED TEMPORARY CONSTRUCTION ENTRANCE DITCH/DITCHES ON SITE MAY BE SUBJECT TO THE NEUSE BUFFER REGULATIONS.
HORAN. of his intent to commence land disturbing activities. Contractor shall conduct a
pre- land disturbance conference on-site if so required by the approving authority SITE BOUNDARY/PROPERTY LINE WETLANDS EXIST ON THIS SITE AS SHOWN.
2. STREET IN FRONT AND BESIDE PROJECT SHALL BE KEPT prior to commencing land disturbing activities. PROPOSED SEDIMENT FENCE
CLEAN AT ALL TIMES OR A WASH STATION WILL BE 2. All land disturbing activities shall be performed in accordance with the approved 25'x25' SIGHT DISTANCE TRIANGLES ARE REQUIRED AT ALL STREET(INTERSECTIONS
REQUIRED. Sedimentation-Erosion Control Plan unless prior approval is obtained from either the .-••1=1.-. PROPOSED SEDIMENT FENCE OUTLET OUTLETS WITHIN THE CITY OF WILSON UNLESS NOTED OTHERWISE.
Project Engineer or Approving Authority. -- --.-PROPOSED UMITS OF DISTURBANCE
3. MAXIMUM CUT OR FILL SLOPES ON PROJECT 3:1. 3. The Contractor is responsible for Self- Monitoring and Self-Inspection of the
land disturbing construction activities on the site as follows: The focus of the —II PROPOSED CONTOUR LINE
Self-Monitoring Program is the installation and maintenance the erosion control and
sedimentation control measures according to the approved plan. The inspections PROPOSED HORSESHOE INLET PROTECTOR
shall be conducted after each phase of the project and continue until permanent
ground cover is established in accordance with NCGS 113A-54.1 and 15A NCAC 'AO PROPOSED SILT BAG
4B.0131. The self-inspection report form is available as an excel spreadsheet at the
following: HTTP//WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION_NEW.HTML. If you
have questions concerning the form or cannot access the form, please contact the
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.
30' 0' 30' 60' 90'
•N' P TOY Stamp: City Council Stamp: Revision Date ByI Date: 2023
` t. . — Heritage Place — Section Six
July
Herring—Sutton & Associates, P.A. Phase lv Scale: i- = 30' Map No.
.,,_•�-a 10 L • Drawn by: XX 2022-1870PC
Engineers — Surveyors — Planners / Firm License #C-2310Sedimentation & Erosion-�� City of Wilson, N.C
y/..1.".s,),`: Control Plan
''•.,,;F,�:"sJ,a 2201 Nash Street NW • Wilson, North Carolina 27896 • [phone] Sheet No. SE-1

Details Provided by APPIAN Consulting Engineers-www appian en gin eers.com 03/05/2020-11.54:50 AM Details Provided by APPIAN Consulting Engineers-www.opOIOn en g ineere.c WI OS/05/'0PO I1.54.41 AM Details Provided by APPIAN Consulting Engineers-...-appi0nengineers.ce- 03/05/2020-11.54:42 AM
.a .. ., TO PROTECT PIPES
..L. ' - . ' '. 1 1 i
•ENTRANCE POINT=CA / \ / - WITH AT DIAMETER
THIS DETAIL IS USED TO SUPPLEMENT SEDIMENT TRAPS OR
"U'" -- 36 OR LESS BASINS AT THE PIPE OUTLET OR USED IN COMBINATION WITH
4, / PLAN VIEW O AN EXCAVATED STORAGE AREA TO SERVE AS A TEMPORARY
SEE NOTE 3 / NOT To SCALE '.°• .,.. SEDIMENT TRAP
/ ALLOW SUFFICIENT RADIUS x `NATURAL GROUND
min / TO ENSURE TRUCK WHEELS NOTE: THIS MEASURE MAY NOT BE INSTALLED IN AN
�t�' / .\ STAY ON THE STONE •.. - "" INTERMITTENT OR PERENNINAL STREAM
`\\ ....
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c ma
-!�'u '• �v\V\\ \`\\ 100 LF MN..OR h "tow. LOPE • .S.
,•'Pa �\"`\A'�\\ `\•� SEOMENeT"ON UTTTO KEEP
(�r0 I.• �S+ ti' �10/ `41, +•1 • ...
• FROM ENTRANCE
SITE) 4
,:' `r :�n,s NCDOT p5 ORN p5] � ' AD .. .. ...
;' ��.qr� . WASNED STONE
OT 25'OR*D.OF SLOPE STANDARD ENTRANCE PROPOSED STREET, ROW101,- I PIPE INVERT,
SEE NOTE 2 *SCHEYER IS GREATER pAo 1 38 DIA PIPE MAX.
TO PREVENT SHORT CIRCUITING ENTRANCE,EITHER •h-M`CLASS a �i :
INSTALL FENCE(SILT FENCE/TREE PROTECTION) •, ' • RIP RAP -
'ATO OR CREATE FREE BARRIER ENTRANCE ON BOTH
SIDES AS APPLICABLE.
' F � , RIPRAP HEADWALL
100 LF MIN. • ,,
•_ EXISTING ROADWAY •• 85 LF MIN. •- 15'MIN, s , -••, 5 �►�:•' • „ ; ' CONSTRUCTION SPECIFICATION
6'MIN.-1 6 SLOPE 1.Clear the area of all debris that might hinder excavation and disposal of spoil.
2%SLOPE(SEE NOTE 2) { £•'T ,,, .. 2.Install the Class B or Class I ri m n a semi-circle around the p g• 1 rip rap pipe inlet.The stone shouts be NUR u higher
•�-v-••=-r�-� r N • / - on each end were h ties into the embankment. The minimum crest width of the ri ra should be 3 feet,with a
PLACE FABRIC
- - -•-•-•-•---- minimum bottom width of 11 feet.The minimum height should be 2 feet,but also 1 foot lower than the
m
2 ON STONE TO BE USED(SURGE PILE r;/
UNDER STONE SECTION A-A STONE RNLROAN BALLAST RECOAMENOED) """""""""""""""""""""""""""""""' AT1-foot of l yet of NC or#501#57s.
IF CANNOT MAINTAIN coNALL BE RN I -- --- -- - -- - 3. 1-foot thick layer of NC DOT a5 or 4`57 stone should be placed on the outside slope of the ripmp.
m ENTRANCE WASH STONE WILL BE REWIRED. U ■
4.Unless otherwise indicated on the sediment basin schedule,the sediment storage area should be excavated
CONSTRUCTION SPECIFICATIONS: SECTION THRU
"" "" "' around the outside of the stone horseshoe 18 inches below natural grade.
"" """" 5.When the contributing drainage area has been stabilized,fill depression and establish final grading elevation,
1. Clear the entrance/exit area of all vegetation,roots,and other objectionable material. FILTER BERM •e' ..,,......._¢ppg
2. Grade the road foundation so that the entrance/exit will have a cross slope.
compact area properly,and stabilize with ground cover.
3. Stone size-Use 2"to 3"stone or surge pile stone. 1'-o"MIN.BELOW e 4 MAINTENANCE
4. Maintain the gravel pad in a condition to prevent mud or sediment from leaving the site onto the public ROAD SHOULDER OR 1'-0'MIN.BELOW 1 8w
EMBANKMENT ROAD SHOULDER OR NNN No Inspect rock pipe inlet protection at least weekly and after each significant(1/2 inch or greater)rainfall event and
right-of-way.This may require periodic top dressing with additional stone as conditions demand repair and/or „�,a EMBANKMENT G,+°'I repair immediately.Remove sediment and restore the sediment storage are to its original dimensions when the
cleanout of any measures used to trap sediment.Should mud be tracked or washed onto road,it must be SEDIMENT �t ��aa RIPRAP HEADWALL sediment has accumulated to one-heaths design depth of the trap.Place the sediment that is removed in the
removed immediately. STORAGE AREAlo .IA gi /t/ 'y Ig pt p.
FtC 4 1 - designated disposal area and replace the contaminated part of the gavel facing.
5. If construction on the site is such that the mud is not removed by the vehicle traveling over the stone,then the '" II \W er M ✓ <a w
tires of the vehicle must be washed before entering the existing roadway.When necessary,wheels shall be y'.<->'
cleaned to remove sediment prior to entrance onto public right-of-way.Vuhen washing is required,it shall be d- - PIPE INv '�� s Check the structure for damage.Any ripmp displaced from the stone horseshoe must be replaced immediately.
done on an area stabilized with crush stone which drains to an approved sediment trap or sediment basin.All - NcT oft ps7 ,III 6
sediment shall be prevented from entering any storm drain,ditch,or watercourse through use of sand bags, WAooSHED p5 STONE After all the sediment-producing areas have been permanently stabilized,remove the structure and all the
CLASS B RIP RAP unstable sediment.Smooth the area to blend with the adjoining areas and provide permanent ground cover
grovel,boards,or other approved methods. 2'MIN OR AS NOTED IN
8. Install Silt fence Or tree protection fence to ensure construction entrance is used. . 11'MIN BOTTOM YADTH SEDIMENT BASIN SCHEDULE (Surface Stabilization).
a CITY Of WILSON, N.C. °K°R °"� `"°"°S°""'° °"°"'° CITY Of WILSON N.C. ° "'"�"°°' to CITY of WILSON, N.C. OKe Rs21Be%24rs
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�NST"rta.RasP�rc.Ta„aan°Y ° w. :366.03
STABILIZED CONSTRUCTION n MSCAL To='.. =�a6:o, CFI (ROCK)PIPE EyaoN a �I NU�re271NLET PROTECTION
ENTRANCE DETAIL "°,pN,asT` :g�cAs INLET PROTECTION RMun.2a,a' "a zNISICD DATE SHEET*
SCALE
Details Provided by APPIAN Consulting Engineers-www.oppionengineers.cam 06/07/2010-3:2217 PM Details Provided by APPIAN Consulting Engineers-www.oppionengineerswm 06�0]�2010-3:14:10 PM Details Provided by APPIAN Consulting Engineers-www.applonenglneerroom 08/07/2010-3:13:59 PM Details Provided by APPIAN Consulting Engineers-www.oppionengineers.cam 06/07/2010-3:13:47 PM
WIRE FENCE IS REQUIRED SELF-FASTENING
//// \\ STEEL POSTS OR
t =t HARDWARE CLOTH EQUIVALENT.SEE
11�,, - ON WIRE FENCE NOTE 3
�� % N N I FLOW SILT FENCE FABRIC TO OVERLAP H
� �% �/ w °� HARDWARE CLOTH BY 12" 1
j:N � / i �`�:g (SEEVIEW) 1 t
% I ` ISOMETRIC 1
//4 ��j m V y`$,/z`/. FILTER FABRIC. �p��
CURB DEFLECTOR - rift'-.'$ STONE FILTER OF 1 INCH 'Tom-L S
OPTIONAL !• z�$';��I TO ELT DIA-NCDOT#57 WASHED o ^•41, SIDE VIEW
OVERFLOW t • EOM CONTRACTOR •, , c yW W W`' K ;e'%4i. \ \ 6'MAX VATH EXTRA STRENGTH NE\\ FABRIC-W O WRE FENCE. elkAPe R RIB SSE •i� '1i'
F. ' _+`-REMOVAL 17TOM INLET .-a; � ` y,, W WW I` 7. • \ F8'MAX.WITH STANDARD ABRIC wIH WIRE ENCE.SNGTH Alt Y 41t A R p „, . e.
1 � ` ' ` W W W \ 2 W ri wA 4' DRIVE STEEL POSTS
�` � j/ y, ,y r p 5 RI; J4.-..I I MIN.24"(EXTRA
4' ��j`$,p� „',I Cl NOTE 1 MIN.,I DEPTH REQUIRED
` ' `A W W W W W W .."'%yr%,i•<<6•2', L11 S O�OR u FSOR UNSTABLE
W� DUMP STRAP DR DUMP �� .' yW WWW W`4 v� �i'i'�`i�f','•• ``Fr�I )
Mgfl PEN�4t
\ LOOPS AT BOTTOM PER `V W W W Nt l%4e. z.!`�?•' • �! klMdCF �(
I!`"A.4^ BAG MANUFACTURER- `\`,i5. ,y W y,J5�i4f$i ff M M_
1ri"^ E _• 1�`\`b W W W W •Y J:'�O'�y'�i�j• SIRE IS REQUIRED FOR %�\ Z "ST$
•M Its' �. IN \ d. W W •�� 111-I1 STANDARD STRENGTH . Ili gpALT
.y.+ %, Ii W W W .✓ W W /�. I FENCING.SEE NOTE 5. .\ L •Tr
.0,6 ^I W W W i t 1 �`;��iOi�i �I
���� `I W W `Y W W W �l�� IIII • 'S:'�' i�.i.0.0.�D.. Sk
;, u 1 y W W if.��'T�i/ I •• `o°Iir�ti1.-fill',`'a CC......CGC.. 351 OET
`V W W W W W W ��-�••�' fI Teei<,_i ii i�ir<e ii o. lT F� _ , 1%1. �` ii./`11 I NOTE$ ;'!�+i ••k• C. .,.,.\ D All
`... Illi III - t• • ``��• oioo���CG . $I F OR
• \\" 'II�:% I \�`` W W NOTE 1 -�!"" 74'u4• ' 4'1�74%•CO..G.'i � GOp.. TD lT FN
l F C
Iv �' \ .1.4..1. �, m �, �, u, UAS I SELF-FASTENING STEEL 1. Toe in backfill Into trench and compact the soil firmly to anchor the bottom •'A�l•'1 •�0��e,A.0: 4.0.0.6�. I D F
� \1 / Ttit:4 I I POSTS OR EQUIVALENT.DRIVE of the silt fence so that the runoff Is forced to g ^ti �i$ $i$ \ et
� m w W W •I. IIII � go through the fence. No !e s•e 41e Q1e 41 ..00.r.r..o`. `
M, i .1�die.. • •� •o op.. F
- ,t, N. w ,t, ,o- W ,t, ,t, W POSTS 24"INTO GROUND. runoff is 4o flow under the fence. •�. 4. r "����""� "` R '�RI
�� f •N���� w t s/1 II iL SEE NOTE 2. •,1�•�1 •� ill •�1 i o. !` By44b C
J� „I W �- IIII 2. Posts for sediment fences are to be 1.33 Ib/LF steel with a minimum length •e•4•e�4�e�41e�L1e�4�e�4d0�Ce.e...e.e.� 12.wAq
% / J., 4, .t-,I• WWW .t-Ww s il of 5 ft. Make sure that steel posts have projections to facilitate fastening •,�,4* 11 i i ;s�•„.rAiZ...OL.'L.L....rtitb j F
� /•c" ';�/f w T w �p W W W W �,9 IL have
fabric. Flier fabric may be attached using wire or plastic zip ties that .-'4,10 r.�{•�1 etlifi� ��1• tlegt,�.....1G�„\I�II
•n / _ .��� '�� 3 have a minimum 50 lb tensile strength. `1.T�Y•RT•-}�1eef..•41e�4T1e• �.��..�pp„
�11 00
•� r ! II= LL _ Total drainage area flowingto silt fence may not exceed 1 4 acre per 100 Ft, STONE FlLTER W 1 INCH DIM. 4T 4Y fit 4,'y,iT'�0.'..G•'',3%:`,';.;�.,%EI
/'T�'. i \ m. r-1 ll. Q rr - .. 11. ••�'• of fence. NCDOT,�i7 WASHED STONE 1•. �I�yIr��,•It .c�lt���l���l�oi%,:;,,':$4�p:�!,;,
.i` 11=1 .11=I=1i=1 :l ill .l it; IL SEE SIDE NEW ••1,�e 4f4I eT1• :1e 111 p1Yer
''�'•' - - 11 '' •srarg- 4. Silt fences should not be used at pipe outlets or in areas of concentrated flow ••.• .•- "•- 0:1.1 �-'``0 '' `•
e I �� (creeks, difchlinea, awalea etc.) 4.1.1... ... 1:. -....1�Ir i�4��`'s
CATCH BASIN CURB INLET ISOMETRIC VIEW ,�e�a�a�r�1��z�1�IP* tAalj s' '' '''''''
IL 90'TYPICAL 5. Construct the silt fence sediment barrier with either Standard Strength or Extra c,.o •• •.,,
•e•..• •�
ttG MAx. Strength synthetic filter fabrics. If Standard Strength fabric (TerraTex SF 90 j�fg.,1 ,.�1 :,.� :,.,•,..,d,%...,;,a
jl ` NOTES i If i 1.• 1••1••A••..;.o'.,;.•"..:',
� 1 I or equiv.) is used, wire mash support IS required. If Extra Strength fabric 4.1 •pis/rota PII,,•: "�qty„�
1' 4.''.1111i1I�, '�\ 4`- �rl1. Toe in backfill into trench and compact ••�.•.; •�:�'"!
=IIII \\ yyol �I IqO-II=n„ -„ (Mirofl 100X or TerraTex SFD or equiv.) is used, NO support is required. T411.�.1 4•,u•4.(,:'• 't,%..';
C J EXPANSION RESTRA NT _11:I -I 8. Standard Strength fabric (TerraTex SF 90 or equiv.) with 8 ft max post the soil firmly to anchor the bottom of the ` 1 •1�ii St& no i 3;6
1 9 q ) •� ••, ••
(1/4"NYLON ROPE WTH , 11- hardware cloth & overlapping silt fence so that �!! si• s'
t p spacing DOES require support by wire mesh fastened securely to the upalope PP 9 --•.�
2 FLAT WASHERS OR PERLthe runoff is forced togo through the fence. 4•
I, aide of the posts. Use wire fence with a minimum 14 gauge and a maximum 9
BAG MANUFACTURER) . \i - -_, yF DRIVE STEEL POSTS mesh spacing of 6 Inches. Extend the wire mesh support to the bottom of No runoff is to flow under the fence or the relief point. SEE NOTE 1
MIN.24"(EXTRA DEPTH 2. Use silt fence outlets onlywhen drainage area does not exceed 1 4 acre and
NOTES: REQUIRED FOR UNSTABLE the trench. Fasten wire reinforcement, then fabric on the upslope side of the 9 /
1. Refer to bag / sack manufacturer for compleat - „� l� SOILS) fence post using wire or plastic zip ties that have a minimum 50 lb tensile there is a low area. Use as a repair of silt fence failures.
instructions for removal of captured sediment procedure. strength. 3. Posts for sediment fences are to be 1.33 Ib/LF steel with a minimum length
2. Manufacturer to be approved by The City of Wilson. �.-�.��.-.-.,�.. 7. Extra Strength Filter Fabric (Mlrofl 100X or TerraTex SFD or equiv.) with 6 ft of 5 ft. Make sure that steel posts have projections to facilitate fastening
3. Engineer to provide flow rate per structure to ensure 1'�,1'•Cbe�''Ie�iP�4'ee4�I-. max. post spacing DOES NOT require wire mesh support. Securely fasten the fabric- Filter fabric may be attached using wire or plastic zip ties that
correct product ty a is is used. SIDE VIEWCZ= filter fabric directly to posts. Wire or plastic zip ties that have a minimum 50 have a minimum 50 lb tensile strength.
4. Dimensions for "L� "D" & "W" varies according to design. lb tensile strength. 4. See detail 351.01 for Silt Fence construction standards.
I a,W,2= ,° vase0a2,3WHB6 ,err•,•s 1' H. Aver,/°"Po.aa„D CITY of WILSON N.C. vabat232)3B92Xa5 _- pWnw1. yNos(2!a,389dXB3 ,r aF w„o ulicaa De:orirnsa a.,9 , . )30B
// ; H �Via.";Po CITY of WILSON No Lr P (25213B4area Wilson,NgWCerolln32RB4 usrwaHTHE°ITYOFwiLSONST SMEARS naaawY "fArt 3.Ea9 . , . °sin.hlso.em,a CITY of WILSON, N.C. FA 25213enu.es CITY of WILSON N=C• w6®nn a
I' 1 Mean,North Caroline MIN usE wlrri-mEc ,of wllsaN sr-mourn SPECI 10M , .wltlnna.Oq • , WW1,North Wolin VON USE WITH TIE CITY OFWLSON STANDARD SPECI TONSON, .wlnnnoalg / Wlrm,North hm SS Y/4W USE WIlX 1XECIlY OF WIle0118TANOVNSPECIFKAIxwt ONLY SCALE Ig
Rv iTeOSCALE DETAILS
NOI To sde =351.0+ 1 SCALE N E _ Nei To6de 35+.04
e STANDARD INLET/BASIN NNTa6de =�Essai4 TYPICAL NSON DAM SHEET.
TYPICAL NotToade =as%0+ � SILT FENCE OUTLET
1 SEDIMENT CONTROL DEVICE ;pSONBO SHEET. Vo nnb SILT FENCE ..c.2ND . 2 SILT FENCE Jaeourueo,MO 2"a'z RELIEF POINT p3a,o SHEET.
,SNTRC Stamp: City Council Stamp: Revision Date • Jul 2023
f' .• Herrin Sutton & Associates, P.A. Heritage Place Scale: None
Herring-Sutton Sedimentation & Map No.
�.- ;oi: Engineers - Surveyors - Planners Section Six Phase IV Drawn by th 2022-1870PC
Erosion Control Details
-,1:-. j ,^` 2201 Nash Street NW, Wilson, North Carolina 27896 [phone] City City of Wilson, N.C. Sheet No. SE-DT-1

TYPICAL SEEDING SCHEDULE
SEEDING (PERMANENT) SEEDBED PREPARATION
SIIMMFR MARCH 1-AUGUST 31 W1NTFR SEPTFMBFR 1-FFBRUARY 28
SFFDWG MIXTURE
SPFr'IEG RAIE(LB/ACRE, MDIES RAID I LB/ACHE, SEDIMENTATION - EROSION CONTROL NOTES SEEDING (PERM.)
BERMUDA GRASS(HULLED) 35 BEmuDA GRASS(UbBALED) 35 1. THE DISTURBED AREA/CONSTRUCTION UNITS FOR THIS PROJECT IS 3.3+/-ACRES. SEEDBED PREPARATION
CENTIPEDE 10 TALL FESCUE 50
ORMAIR/BROWNTOP MILLET CHAIN 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
APFrES BAIFO 8/ACRE) VFDffS RP1F.1.IR/ATRFl ALL TIMES OR A WASH STATION WILL BE REQUIRED. THAN 5 INCHES EXCEPT AS OTHERWISE PROVIDED BELOW OR OTHERWISE DIRECTED BY THE
(ERMAte/BROmeTOP MILLET GRAIN 40 ANNUAL RYE tri 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 50 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
CD 50115 FNT< 6. qLL SLOPES ON THIS PROJECT SHALL HAVE A SLOPE OF 3:1 OR FLATTER. INCHES CR LARGER SHALL BE A ON CUT CUT OR RLL SLOPES WHICH ARE OR
FLATTER,MEDIANS,SHOULDERSS,.AND ND DITCH SLOPES PRIOR TO THE APPLICATION OF SEED
APPLY LIME AND FERRu2ER ACCORDING TO SOL TEST PROVIDED TO ENGINEER PIA APPROVAL OR APPLY 4,000 LB/ACRE MOUND 7. ALL TEMPORARY SEDIMENTATION-EROSION CONTROL MEASURES SHALL BE REMOVED AND FERTIUZER.
AGRICULTURAL UMESTWE AMID 5001E/ACRE 10-10-10 FERTUIER FOR SUMMER SEEDING FCR MINTER SEEDING APPLY LIME AND BY THE CONTRACTOR PRIOR TO RECEIVING FINAL RELEASE OF RETAINAGE.
FERTTmR A O TO SQL TEST PROVOED TO ENGINEER FOR APIMOVAL OR APPLY 2000 LB/ACRE GROUND AGaCULTURAL SEEDBED PREPARATON WITHIN 2 FEET OF THE EDGE OF ANY PAVEMENT SHALL BE UNITED
LIMESTONE AND ND 050 TOO LBS/ACRE OF 10-10-10 FERTUZER TO A DEPTH OF 2 TO 3 INCHES.
APPLY 4.000 LB/ACRE GRAIN STRAW CR EOUIVALENT 000ER O ANOTER SUITABLE MULCH.ANCHOR STRAW BY TACKING WITH ASPHALT. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN THE SOIL IS FROZEN,EXTREMELY
RETRO,CR ROVING OR BY CRIMPING MITI A MULCH ARMORING TOO.TAGGING RATE TO BE 0.10 GALLONS PER SQUARE YARD.A DISK WET,DR WHEN THE ENGINEER DETERMINES THAT IT IS IN AN OTHERWISE UNFAVORABLE
WTI BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.IF CRIMPING IS USE THE ABOVE STRAW APPUCA5GH WORKING CONDITION.
RATE SHALL BE DOUBLED.
MAINTENANCE
IF GROWN IS LESS THAN FULLY AOEOUATE,REFERTUaE IN ME SECOND YEAR.ACCORDING TO SOIL TESTS OR TOPORESS wed 500
ILt/ARE 10-10-10 FERTUZER.MOW AS NEEDED%WEN SERICEA IS OMITTED FROM THE MIXTURE.RESEED,FERTILIZE,AND MULCH
DNRAOfD ARMS IMMfdAIELY.
COIRACTOR IS RESPONSIBLE FOR MOWING,RESEEDING,FERIIURNG AND UMING F ADEQUATE GROUND COMB IS NOT OBTAINED AT NO
COST TO ClaNER.
PART III PART III PART III
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ORME CIP.ETE Wee. SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECOROKEEPING AND REPORTING
THE NCGBI CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. glGeneE WIN LDER
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. _ _ - SECTION A:SELF-INSPECTION
activity being comideTed compliant with the Ground StaabiT¢ation and Materials Handling ; ___ SECTION B.RECOROKFEPINO SECTION C,REPORTING
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the sa1101 Self-Inspections are required during normal business hours in accordance with the table 1.ERSC Man Documentation I.Occurrences that Must be Reported
sections of the NCG0l Construction General Perm[(SecmonsEand F,respectively).The project. 'i11�' f�l„I,:) below.When adverse weather or site conditions would cause the safety of the inspection Thea d ERS[ as well as anyapproved deviation shall be kept on the site.The Permittees shallre report follawin
permilfee shall comply with the Erosion and Sediment Control plan approved by the
approved planpo goccurrences:
4. Collect all spent fluids,store in separee conbiners and properly dispose as '-"' -� --- personnel to be injeopardy,the Inspection may be delayed until the next business day on
delegated authority having jurisdiction.All details and specifications shown on this sheet approved E&SC plan must be kept up -0ate throughout the coverage under this permit. (a) Visible sediment deposition M a stream or wetland.
hazardous waste(recycle when possible), which It b safe to perform the Inspection.In addition,when a storm event of equal to or The collowkn Items lalnl to hall be kept on site and available for
may of apply depending on site conditions and the delegated authority having jurisdiction. _ -+ greates,ed up.0 Inch occurs outside of normal business hours,the self-inspection shall be g per oc pans p
5 has Remove correcveWCles and ronztroct on egapmentfivm semce until che problem pT� l6a��•r.. �- �, i ' performed upon the commencement of the next business day.Any time when Inspections InspectIona[all[Imes during normal business hours. (b) 011 spills R:
SECTION 1:GROUND STABILIZATION has been corrected lT -- y.Er , . were delayed shall be noted In the Inspection Record. Item to Document Ogwmemallon Requirements
d Ground S.bnbzrton Timefremez 6 Bring used fuels,lubricants,cookanis,hydrauI fluids and other Petroleum products s l._5 � y° p • They are 25 gallons or more,
Require to we ea Pnreenr (al Each E&SC measure has been Installed Initial and date each E&SC measure an a copy
a recycling or disposal center that handles there materials. BDK6WifQL.fiR • They are less than 25 gallons but Cannot be cleaned up within 24 hours,
Stabilize within this �• Me. Owe.name, impaction record.non Immo: and does not algmngan,deviate from the of the approved E&SC plan or complete,dale • The h surface waters(re rdless of volume),Or
Sate Area Description many calendar Tinteframe variations reQ (UN Oelh An Mart/ DelNntnn„eme„nu. locations,dimensions andrelatlw elevations and slPrenlmpecNan rawnthat lists each • Yae seen on ga
days aker ce sing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE mainteinee in if no daily rein gape observations ere made during wadada shown on the approwdf&SC plan EeSC measure shown On the approved E&SC • They aruswllhinlQUfee[of surface waters(regardless of volume).
land disturbance 1. Never bury or burn waste.Place litter and debris in approved waste containers. Ws Wadingplan.Thus documentation b required upon the
(a)Perimeter dikes, 2. Provides sufficient number and sioe of waste<on.iners(e.gduAL sfer,tash CONCRETE WASHOUTS order erne this wi enlnmemuremnnt for thoseis Initial&sctallation of the MEC measures orb
swales,diches,and C None recep.cle)on Ate to wrtain construction and domestic wastes. attended [son 50 and twna nnulcra1 n.a,uenke,�a a.Is heEodied after Initial (al Releases of hazardous substanus in excess of reportable quantities under Section 311
1. Do not discharge Concrete or cement slurry from the site. am,.n recorded asInstallation.ed f the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)Or Section 1020f CERCIA
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dizpoze of,or recycle sealed,hardened concrete residue in accordance with local mrn:The us.another nlmme mrH dada• lb)*ahem derma.heabean completed. Initial and date awPyof the approved OMsCapproved by Me Division.
(Ref:40 CFR 302.4)or G.S.143-215.85.
(b)High Quality Water waters unless no other alternatives are reasonablyavailable. and state solid waste regulations and at an approved facility. (M1 Luc Ow meander coca plan or complete,date and sign an inspection
(HOW)Zones ] Name 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in Measures 0fise inspection, completion of the (d) Anticipated bypasses and unanticipated bypasses.
(<) Slopes steeper than slopes reth from upland areas and does not drain directly to a storm drain,stream or wetland associated ate n barrier whether the measures were operating
uc[lon'phase.
If BY or les in le and are addition place mixer and asso'atedm rialto impervious barn and within °
] han 2:1,14d a 5. Cover waste containers at the end of eachwonMay and before lot perimeter silt fens. cn In Indication (c1G and cover is located and Installetl copy of the approved E&5C
3:1 ot teepert ays ar storm eventsohours or a rein evens e lyb� Ground initial and date
allowed provide secondary containment Repair or replace damaged waste containers. a. Inscelltemporaryw washouts per,carnet to where applicable.if an zanwn In accordance with the approved E&SC plan or complete,date and sign an inspection Cle Noncompliance with the conditions of thus permit that may endanger health or the
-]days for slopes greater than 50• 'in 6. Anchor all lightweight tame in waste containerz during times of high winds. alter method orrproduct is to be used,contact your approval authority for sot1r.on,aeuedwce and date of l.osnetilw actions taken. plan. report to Indiatewmpllan..h approved environment.
length and with slopesrteeper than 4:1 7. Empty was.containers as needed.prevent overflow.Dean up immediately A reWew and approval.If local standard details are not available,use one of the two e,><n.n 'calendar days E.Ume and time of the impectIon, .
comer Iri oe0d, ground cover specifications.
-]days for perimeter dikes,swales, nne overflow. types of mmporery concrete washouts provided on this detail. nutn,t(socsl Id)The maintenance and repair Complete,sate and sign an inspection report. 2.Reporting TmeframN•^d Other Requirements
d Slopes 3:1 to 14 8. Dish ns off-site at ana approved Ifacili 5. Do not use concrete washouts for storing defective curb or sidewalk requirements for all E&SC measures
(1 Pesditches,perimeter slopes and HOW pose wasted pprove pose facility. n8 or g nI have been performed. Ater a permit..becomes aware of an occurrence that must be reported,he shall contact
Zones9. On business days,clean up and dispose of waste in designated waste containers. s.5mrmwater accumulated within the washout may not be pumped into or yen.. ` • the appropriate Division office within theflmeframes and In accordance with the
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters.Liquid waste must (e)co bns have been taken Initial and date a cower the approved EREC ocher requirements listed below.Occurrences outside normal business hours may also be
be pumped out and removed from project. HI Perimeter to MSC measures. plan on complete,date and sign an inspection reported to the De artmenl's Environmental Center noel at B00
-7 days for perimeer dikes,swales, PAINT AND OTHER LIQUID WASTE meln.R ,ua°.xekmtu,Mon Indicate the completion of the repo P Emergency personnel (BOO)
Areas with slo ditches,perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. locate washouts at least 50 feet from rtorm drain inlets and surface waters unless itre wahine corrective action. g58-0368.
(e) pez n be shown that no other alternatives are reasonably available.At a minimum, now, Nanupor nabl,he m.s.a,m.m Mathes. car
a rain the Me iimits.
flatter than 4:1 14 -10 days for Falls lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm dainnlet(s)closest to the washout which could recewe In.In and 2.Additional Documentation to be Kept on Sub OuurnIeS g Tlmabames Inner 0lacwery)and Other hequlnanents
there is zero slope watersunless no other alto mesa reasonably available. spills or overflow zehm,,. an m to the anions taken to rennet future In addition to the MSC plan documents above,the following items shall be kept on the le)Vi t or
Nee:Afer the permanent cessation of construction activities,arty areas with temporary 3. Contain liquid wastes in a controlled area.zs ]. LOate washouts in an easily accessible area,on level ground and Install a stone - site and available for Inspectors at all times during normal business hours,unless the depositlonsina • *or days,a report thatcemains'andescription of the
ground stabilization shall be converted to permanent ground s.bilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs a site. (Flea ana"n. nn Olesl provides a site-specific exemption based on unique site conditions that make stream or wetland miona taken to address the cause of the deposition.
entrance pad in front of the washout Additional rontrols may be required by the e^it P P q Division
practicable emp seld.bilihan 90shall b emanated the lmanner to render 5. Prevent onsi harge of soaps,solwnts,detergemsand other Squid wastes from approvingast one authority. this requirement not practical: erne requirement rorawrmmreport ono
activity.Temporary ground stabilization shall omainIa Nina°ttabi to render the mnstructso sites. 8. Itvtalatleast one sign trucks washout within the ro IwAer°`° thestreamcase OasisIs'tameN
g directing p jeR a If thestream is'tamer on the Idl list eximpairedlar sediment
surfaces.ble against aaeleratederosion until permarentground sbbilizati0nisachieved. limits.Post si the washout this location. accessible, _ min appropriate lal This General Pemlltas well es the CertNateof Coverage,after lllsrealved. NC
PORTABLE TOILETS gnage on DIY . im(,are of this perm,e related cruses,the permiltee may be required to performrltarr additional
GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately 75%capacity.limit IMoroune w dng(Installation (b) Records of inspections made duringtbe previous twelve months.The permlttee shall poly more,,,,,gent praabea if sMN
1. Install potable toilets on level ground,at least 50 feet away from storm drains, overflow events Replace the tarp,sand bags or other temporary structural ofipmang additional requirements are needed to assure compliance
Stabilize the ground sufficiently so that rain will not dislodge the soil.Use one of Sct wetlands unless there is no alternative reasonab available.If 50 foot mature, cord the required observations tel the inspection Record Form provided by the determine that
techniques in the table below: ly components when no longer functional.When utilizing alternative or proprietary xd^d'm narrdwebp one pe maven[ DMslon a similar inspection Includes all the required elements.Use of with the federal or slate knpalren waters wntlitlons.
offset is not attainable,provide relocation of portable mile behind silt fence or place product;follow manufacturer's nz. mrlliuN Or (N011sp1Hla and •Milan 2a hour,an oral or electronic notification.The notification
....S.MpatIoa a gavel pad end surround with sand bags. 10.At the completion of the concrete work,remove remaining leavings and of electronlc•Ily-evallable records nlleu of the required paper copies will be allowed if release of shall include Information about,Ie date,time,nmurc,Mow end
p g gs an pose shown to provide equal access and utility as the hard-copy records. relaseofrds. •location d the spill iv rekare.
• ,h straw or ,th.eaw or 2. Provide staking or anchoring of portable toile.during periods of high winds or in hgh n approved disposal facility.Fill pit,if appliabe,and stabilize any disturbance tImotramo or an substances per Item
other mulches and
foot traffic areas caused by removal of washout. b,assurance mesmeyd„coemvMean 3.Documentation to be Retained for Three years
c)above
•other ark erdtwrs • n ,eMsoi 3. Monitor portable toilets for leaking and properly dispose a any leaked material. soonssgms e. All data used to complete the.-NOl and all inspection records shall be maintained for a period llb)-(..e
•Roiled erosion control o,odrer wither einforcement matting ds Utilize a licensed sanitary waste hauler to remove leaking portable toiletz and replace NOTE:The rain inspection resets the required?calendar day Inspection requirement. of three years after project completion and made available upon request 140 CFR 122.41] ()AmldpatM •A report Nbmt renareNM not a of•hepmA VpNYble.
without temporary grass sd •rrytlrosee with pnopedt opeating unn bypasesl4a CPR The report shall Include an an evaluation of the anticipated quality and
•Appropriately applied maw or otter mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTCIDES _ 111.e](m)(1)) effect of the bypass.
•Plastic shedirsg with mulcts 1. Store and apply herbicides,pesticides and rodenticides in accordance with label PART II,SECTION%ITEM(9) (d)Unanticipated •
Withn m n oral or electronic notification.
•Uniform and evenly EARTHEN STOCXNLE MANAGEMENT DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses faD<M dowarcpanOat lrcl,des an evaluation of the
sufficient to restrain erosiontedground muer 1. Show stockpile locations on plans.Lam.earthen-material stockpile areas at lean) IIllrestrictions. le)frO(m)H11 •Kerma=.tl et afore or electronic
lec
• such a concrete,asphalt or 50 feet awayfrom storm drain inlets,sediment basins,perimeter sediment controls 2. Score which ides,peectiosfordes usndenticidesin their originalaid lcontainersaseof the use with McomplMnco n .,rips,art s a rport thecotxkasbad
label,which lis.directions for use,in dientsand first Ste f for maintenance or
close otunless euWe rinofffromdrThecicumstancesinage areas of one reGr moreshallsibletl withdraw
wwter from
the surface
from the surface whentbes.dewithvices needmd cold weather).
th[newnithat npneomwlwdold.(aut.;th,ctcocl of noncompliance,
ebnuN wales and surface waters unless it can be shown no other alternatives areramnab gre steps in caseo
• bn of the
mooed erosi01 rantrN wawnn seen ty not Dal brmMntee withdrawals
wags from sedimetntislnlns shHl.ehecwcu only when
whiftltlsnowegcriteowltherbwwmerfrom thesurfau shell berme(for example,times with extended uld weather). of this my•Oan erit ingo,,tdne.aur•rNnif thenngnwmpmna,
available. poisoning. Non-surface withdrewalsfrom sediment basins shall be allowed only when all of the following criteria have been met: maymderga Including evandmes end trees,one if the rempm has mot
3. CoDo not score herbicides,pesticides and radentkto0in areas where flooding is prance
2. Protect stockpile with eft fence ins.11ed along toe of slope with minimum offset of health or the been corrected,the anticipated time noncompliance Is ex0ened to
possiblee where they mayspillorleak into mm,dmrmwa erdams,groundw
P1.Sele LAMIDE_6(PAMa)ANDFLOCCUte for Mefeetfrom thane cf esspoint r water The E&SC I authority has been provided with documentation of the non-sutaa wthdrewa end thes specific time tads or In which occur.The non-surface withdrawal env ronmeml40 prevntreoccutcoze°,the noncom teredwN,dim nate,and
1. Select floroulants that are appropriate for the soils being exposed during 3. Provide stable none access point when feasible. surface k Ile these maoctlt oRAan area immediately.t (a) commence
ny Prov P.c Pe CFR]22A]IIIITII prevent neon may want the,onwmphenrer a we.rto
zelecting from the NCOWR List of Approved PANS/Fbcculants. 4. Stabilize stockpile within the timefame5 provided on this sheet and in accordance 4. Do not stockpile these materials onsite. shallTh notmmeweualtheas be been rlan eported
as aasapprpateded bypals in a, caseAvsWN may want the requlrememfdrawrnten report ono
2 uonstrflocculants at or before the inlets m Erosion and Sediment Control Measures. with the (RI Dewatnlrg non-surface areteasdewnreollIde to
minimize
ass lfacotantsfomItomoc with Part ateObn is removem ed fromo sedimeof this nt
bas, case ny au Lou..
ppty eapprowdplanr chemical
coverage
that
na iclefired (c1 Dewacering discharge are[rested with controls[o minlml, disch of pollutants from s[ormwa[er[hat is removed the sediment basin.F%amp es of appropriate controls Include
3. Appty flocculantz at the concentrations specifedinthe NCDWRLirt of Approved wgetatiw,phyzialorcbemialcoveage techniques[hat will restrain accelerated HAZARDOUS AND TOXIC WASTE sited,dealned and maintained dewatern tanks,welt tanks,and filtrations
PAMS/FlocalaMs and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. properly g g Yxtems,
4. Provide ponding area for containment of treated Smrmwa.r before discharging1. Create designated hazardous was.collection areas on-site. (d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described In Item ft)above,
offsite. 2. Place hazardous waste containers under cover or in secondary conainment (e) Velocity dissipation devices such as check dams,sediment traps,and rkprap are provided at the discharge points of all dewatering devices,an ••d
NORTH CAROLINA
5. Smreflocculantsin leakyraofcontainers Mat are leap[undersmrm-resis.nt rover NORTH CAROLINA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. (f) Sediment removed from the dewateringtreatment devices described In l.m(c)above is disposed of in a manner does not cause deposition of sediment Into waters of the United States. •
s,�Environmental Quality
or surrounded by secondary containment structures. Environmental Quality
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19
TRc Stomp: City Council Stomp: Revision Date ' , 2023
'. „ aaaaaeHerring-Sutton & Associates, P.A. Heritage Place Date: July
' Sedimentation & Scale: None MapNo.
c:p )o>8L Engineers - Surveyors - Planners Section Six Phase N Drawn by th 2022-1870PC
( Erosion Control Details
tie-... ( c,,• �T r
�..••SS,,° 2201 Nash Street NW, Wilson, North Carolina 27896 [phone] City of Wilson., 1\.C. Sheet No. SE-DT-2