NCC241851_Site Plan or Location Map_20240618

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I - c PROJECTS:23-23
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/ I II CHECKED BY:PC
Sheet Index u SEAL:
Sheet Sheet Title Rev. ,a ,o J q.•.rs
/ I No. Date =i4 SEAL
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2994
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C 0.00 Cover Sheet 1231/23 D `\p`
I I/I I IIRI"I 12
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/ I _---- C-3.00 Erosion Control Plan 12/31/23Phase 1 REVISIONS:
/ 'I II a _ 0 JR 12-31-2023
VV. Erosion Control Plan nMISI RIsoseL
Ir 11
C-3.01 Phase 2 1231/23
I
/ - C-3.02 Erosion Control Details 12/31/23
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PROPERTY LINE /
1
1 C-3.03 Erosion Control Details 12/31/23
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I I
1
• C-3.04 Erosion Control Details 12/31/23
1 I i 1
Project Title
EX. STREAM BRANCHIII 1
• Lake Vision
EX. 40' POWER EASEMENT 1 ApE, ,
Commerical
1 I
1 Site
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/ 1 I •
.__________ I Contact:
• 50' STREAM BUFFER \ fake Vision
/\ \ I I Development,Inc
I I I 2242 Long Cove Ct.
\ / 11 II Sherrills Ford,NC 28673
, I I Key Map:
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EX. STREAM BRANCH (.0o --
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Sheet Title:
Cover Sheet
LAKESHORE DR
11
j • Sheet Number:

0 - / 1 // -/ / / - /-' / I �\ ! I I \ III I \ 1 I II 1 \ NARRATIVE: 0
0 / / / _I \ \ 1 10
9 0 / / -/ / / / / \ I I \ 1 I I \ THIS PROJECT IS FOR A FUTURE COMMERCIAL SITE WITHIN THE LIMITS OF LINCOLN COUNTY,NORTH
- 9 --;Q / / / -/ / /- // / I I \ \ \ \ \ CAROLINA.THE TOTAL DISTURBED ACREAGE FOR THE PROPOSED DEVELOPMENT IS C
/ /--- ^// \ / / I \
/ / / - - / / \ \ \ \ APPROXIMATELY 3.87 ACRES.THE SCOPE OF WORK INCLUDES CLEARING,STRIPPING AND GRADING, Z
9 9 / //' - /-/ / / - / / / / /---'� \ I \\ // / i I \ \ \ \\ \ CONSTRUCTION OF BMP AND EROSION CONTROL MEASURES,GRASS-LINED DITCHES,UTILITIES,AND
% PAVING.
8 / / // / / // __� �/ / \ I / / / / / / \ \\ \ \ 'o Q -,ae�v„a.c - - m
Q- - // / -_ / / _--/ // --/ \ / / // / / / / 11 \\ \ \ \\ BASED ON SCS SOIL SURVEY MAP,SITE CONSISTS PREDOMINATELY OF:
• °' n 1/ /// // _- - / / j _-// /// '� '/--/\�\ N.
I // // / I I \ / \\ \\ \\ \ • Cee2,CECIL SANDY CLAY LOAM,2$PERCENT SLOPES,HYDROLOGIC GROUP'B' - Z m
// / / /- / / / /// / / ( / / \ \ \ \ \ • PeC2,PACOLET SANDY CLAY LOAM,8-15 PERCENT SLOPES,HYDROLOGIC GROUP'B' I1J m N
/ / //'- - / / / / / I / i/ / \ / \ MBD,MADISON SANDY LOAM,15-25 PERCENT SLOPES,HYDROLOGIC GROUP'B' rc I�.I S )
- f // // _- --' i- / /// / j// /- - / ) / / / // / / / - ! ( r \ \ \ \ DOWNSTREAM RECEIVING:FORNEY CREEK. 5 o Fc'1
/ / / / /- -_ '- -/ \ / / / I / / I \ \ \ \ STREAM INDEX:11-119-2-3 i 2 p'
/ -J / /' / / /�- �- _-' / / / // //-J \ ( / / / / / / I / / \ \ \ \ \\ LATITUDE:35.4963 3 Q_a
SITE) / / - / / \ I / / / ( ( I \ \ i 4;W RL
_ / / / '\ `/ / I / \ \ \ LONGITUDE:-80.9946
I / / / / 2
9 / -- / I / / / / \ \ , \ \ \ 11^g
9 9 / - / \I \I q THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE,PER FIRM COMMUNITY MAP 3710460400J U
• / / / - - / \ \ \ \ EFFECTIVE 08/16/2007.
//'//////- / - - /�-/ \\ 1 / / // // // I I I �' \\ \\ CONSTRUCTION SEQUENCE: Z N�Z
9 / J /--_-'/ I I 7 / I p m�
/ / / // / - // I I / l I I / / l I I \ \ \ 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM LINCOLN W m m
/ / / -/ --_// / / / I \ COUNTY.
// // // /'- 7/ / / \ / / / / / I / / I 4 \ \ 2. SET UP A ON-SITE PRE-CONSTRUCTION CONFERENCE WITH LINCOLN o o
/ / / / _-- / / ( / / / \ \ COUNTY EROSION CONTROL STAFF AT(704)736-8501 TO DISCUSS EROSION o Z c
��� // // / // // CONTROL MEASURES.
/ // / /---------
-_J_- \N
\ I / // / // / / \ \ \ \ \ 3. FOR PHASED EROSION CONTROL PLANS,CONTRACTOR SHALL MEET WITH i ^o d
VICINITY MAP All\ / EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE.
,-I // /// // /// /_- I ) / / / / I
I I \ I I I \ \ 4. COORDINATE W ITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF
NOT TO SCALE / ANV EROSION CONTROL MEASURES.
/ / // ///�-/// // \ \ \ /// // / // / // I / / / \\ I \ \\ 5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL w
EROSION CONTROL DEVICES AND STRUCTURES.
\ 6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
/ // / // / / / / /'/ / /\ t / I I I I I I / ACCORDANCE WITH THE N.C.EROSION AND SEDIMENT CONTROL PLANNING
N /' / / / / //// / / / / / --'-/ \\ \ / I / 1 I I I \ I AND DESIGN MANUAL.
/ / / 7 / / / - I / / 100' 18'CONSTRUCTION ENTRANCE(TYP.) / I
-- / / / / / / / / / - -_ \ \ / / 7. THE BUILDER WILL BE RESPONSIBLE FOR CONTROLLING SEDIMENT ON 6 PROJECTS:23-23
/ / / l / / / // / / / / / 1 / I I l / / l / \ \ EACH LOT DURING HOME CONSTRUCTION AND FOR CLEANING AND/OR i
/ / / / / / / / // / / �-/ \ I / // / / / ) \ 1 / I I REPLACING SILT SACKS IN CATCH BASINS.
/ / / / / __/ // / / / 1 / / I I / 1 p DRAWN BY:JR
/// // / / - J I // / J / PHASE 1 CHECKED BY:PC
-/ / / / / / / / // - \/^I ( / // / I / / I / / / / \ \ 1. CLEAR ONLY AS NECESSARY TO INSTALL EROSION CONTROL MEASURES IN
/ / / / _ / - / - I 1 / / _ - � \ \ \ THIS PHASE.
/ / / / / / / // �// -_ --' I I I / - / / / I \ I / / I ^ \ _ \ 2. INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE. I SEAL:
/ / 3. CLEAN UP AND REPAIR EXISTING SKIMMER AND SEDIMENT BASINS AS rc \\\t�lll�%7f)f
/ / // / / 1 / I / I /// // -----\ / I I / / I� J // / I I I / / �• • I \// / \\ \ NECESSARY. ® ��'`.j,Cn?O�
/ 7/ / I I / 1 / / / //// -. '\\\ i/ // / / l /I I / I I I 1 / / / -_ •/ I/ If \ 4. INSTALL ALL PROPOSED SKIMMER BASINS. �'OF:'4¢SS%a•/$•i
//- / / / / / , 5. INSTALL TEMPORARY DIVERSION CHANNELS WITH WATTLES. �. :O h".9
/ I I l l I / -/ \ \ I I l I / I/ • / I \ \ 6. CALL EROSION INSPECTOR FOR APPROVAL PRIOR TO BEGINNING FULL = 'a. SEAL �;_
/ / ///�/ \ / / I 1 I / Y /
-- - / // / / // / / / / // ////% -/\ \ \ \ / I \ 1 I I I 1 / ' /�•,• / I 1 GRADING OPERATION. 12994 _
/'- / / / / // / / / / \ \ 1 1 \ 1 1 I l 1 ' I / I EJASE 2 a
/ / / / / / \ 1 I \ / / I I / \ I 1. GRADE SITE TO GRADES SHOWN LEAVING BASINS INTACT. ``
-- // / / / // / / / / / /\\ I \ \ \ \ I \ / / / I \ / I \ 2. SEED AND MULCH AREAS AS SPECIFIED. f C \\V�
/ / / / / / / / / \ \ \ 1 I \ N. \ \ \ \ / / / \ / 1 3. CALL EROSION CONTROL INSPECTOR FOR APPROVAL TO REMOVE BASINS ^ ^//.,
-/ / // // //// �//�// // ,/ 1 I ( 1 1 I I \ N \\ \ \ \ 1 / / I / I I / I \ \ AND CONSTRUCT PERMANENT SAND FILTER. IZ.n1.4./
/ / N \ / I \ / 4. DIVERSIONS MAY BE SHIFTED TO BRING THE SITE TO PERMANENT GRADE t
-' 7 // / // / / / /// // // //- I \ \ \ I 1 I I\ \ \ \ I \ 1 I / ""s'O,• I I II \ BUT MAY NOT BE REMOVED UNTIL THE DRAINAGE AREA ENTERS THE
/ / / / / / / // / /// I \ ) I I N \ \N \ \ SILT FENCE(TNP.) / \ \ STORMWATER SYSTEM AS DESIGNED AND PERMISSION HAS BEEN GIVEN BY REVISIONS:
I I I I LINCOLN COUNTY EROSION CONTROL.
��'/ / // / / / // // / / / I I I / / / ) 1 1 N\ \\ \ \ \\ \\ \ \ \ 1 N F / 0 JR 12-31-2023
/ / / //// // ///// // / / / /I II (I //!/ / // 1\ \\\ \\\\ \\ \\ \ \\ \ \\� - 1 I 1 NIXON TERRI ELAINE / I EROSION CONTROL NOTES: Initial Plensel.
_ \ \ I \ I 11 I I PID: 4604-61-6629
/ / / / / / I \ \ \ \ \ \ y-/ II I / DB: 1 41 4-329 / 1. ON-SITE BURIAL PIT LOCATIONS MUST BE DOCUMENTED ON FINAL PLAT.
/ /// / I / // 1 / / / / I \ \\� \ \\ \ \ \\ \ /t I I //I/ \ AREA: 3.163 AC 2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION
/ / / / I \ \ \ I I 1 ) CONTROL PLAN IS A VIOLATION OF THE STATE EROSION CONTROL
/ / I / / / / / / 1 I I N\ N\ \\ \ I_-/ // / / / / / / \\ \ \ \ I \ \ II I\ ` / /I ORDINANCE AND IS SUBJECT TO A FINE.
' /// // / // / / I I I I / I I \ \ \\\ \ \ \ 1 \ \ I 1 I\ \ I / / 3. NO MORE THAN 20 ACRES TO BE DISTURBED AT ONE TIME.
/ / / / / / 1 I \ 1 I _ \ \ \ \ I \ \ - / 4. STABILIZATION IS THE BEST FORM OF EROSION CONTROL.TEMPORARY
/ / / 1 / N \ \ yN�- \ I I \ \ 1 1 \ -- I SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE
'- 7////// / / / / / ( \ I /I / / \ \N\ \\ \ ` \ / \ \ \ l \ I I I _- - / DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART
-// / // / / /// / \\\\\\ \---// / I \ N�F \\ \\ \ \ \ \ \ \ \ I\ \ '` o / / OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
/ \ \ 1 �� \ \ \ \ \ I \ \ ,� - 5. ALL AREAS ARE TO BE SEEDED AND MULCHED PER THE NEW STABILIZATION
// / / / / / / \ \ �\ / JL8 LEGACY PROPLKI F�LLC \ \ \ \ \ \ \ \ I\ \ \ I / / / TIMEFRAME TABLE ON SHEET C-3.2.
/// / / / J v v / / PID:I 4604-51-341 N. A V A \ A V I \ /
-- / / / / \I J \ \ \ +1/ \ \ \ \ \ \ \ \ I\ I \ \ _ I /' / 6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
/ / / / / // \ / /� DB:\2859-891 \ \ \ \ \ \ \ \ \ \ \ \ \ __ �- I / / / REQUIRED BY A REPRESENTATIVE OF THE STATE.
_ /// / // / / / / --/ AREA: "R4.O28 AC \ \ \ \ \ I \ I --- \ / 7. MAXIMUM TEMPORARY GRADED SLOPES ARE 2:1.WHEN STEEPER SLOPES
__ // / - \ \ \ \ \ \ \ \ 1 I- \ / MUST BE USED,PLANS SHALL BE SEALED BY A GEOTECHNICAL ENGINEER
/ 7' // / / / / r' -_--- \ \ \ \ \ \ \ \ \ \ \ \ I 1 \ \ I \ \ \ N / / / / FOR SLOPE STABILITY AND FINAL SURFACE STABILIZATION.
/ / / // / / / �- " \ \ \ \ \ \ \ \ I NIXON TERRI ELAINE / / 8. ALL WORK IMPACTING STREAMS MUST HAVE APPROPRIATE NCDENR-DWQ
/ // / /- ---------- -\ \\ _` \ \ \ \ \ \ \ \ X.40'P WER I \ \I \ \ I PIC' 4604/-61-7382 / I / AND U.S.A.C.E.(401/404)PERMITS.
--/- / /// // / / // / --� N \ \ \, 1 \ \ \ \ \ \ \ \ \ \ \ E SEME 1 \ \ DB: 1 411 Q-329 / 9. ALL FLOW FROM PERMANENT/TEMPORARY DITCHES SHOULD BE DIRECTED
--'-- - / / // / / '/ \\ I \ \ I I I / I \ \ \ I I \ I\ \ I I AREA. 242 AC 1 / TOWARDS SEDIMENT TRAPS UNTIL SITE IS COMPLETELY STABILIZED.
-- - / / / / / / / 1 / / \ 1 I \ \ \ I 1 /5 / I 10.ALL PERMANENT SLOPES STEEPER THAN 3:1 SHALL HAVE EROSION Project Title:
\ \ \ \ I I I I / \ \ \ I I I\ I I / CONTROL MAT EQUIVALENT TO NORTH AMERICAN GREEN SC75.
/ / / // / / / 1 1 DRAINAGE AREA Td-1:1.96\AC \ \ '\' I Lake
{•�
--- / / / / I / \ I I \ NCY I I \ \ ( \ 1 1 I \ I \ I I'e \ ( I 11.DE-WATERING OF THE WORK AREA DIRECTLY INTO A STREAM,CREEK, Lake Vision
/ No \ 1 / I 1 WETLAND,ETC.IS PROHIBITED.
--_----- // // / / / I �/ \ I I \ \ / I I 1 \ I \ 1 \ I I I I \ I \ 10.THE MINIMUM BUFFER FOR ALL NATURAL WATER COURSES IS CALCULATED
/ / / / / A / A V I \ I V I I AT35FT. Commerical
--_- / / / / APPROXIMATE ) / ) 1 1 \ / / 11.IF THE NEED ARISES FOR ANY OFF-SITE BORROW OR SPOIL SITE DURING
_ / 7-7 / 50'STREAM BUFFER ( // // / I / / / / / 1 I I 1 \ 1\ `1 \ I I I I II I \ / I I CONSTRUCTION,SUBMITA REVISION THAT DEMONSTRATES EROSION
- /' / / / --� \ c I I 1 I / I I I I I / CONTROLFORTHEAREAANDACCOUNTFORT ENZDRTIO2LR=IEAGEIN/ / / / //--/ \ ) _ \-SLOPE DRAIN(TYP.) ,2 / 1 I I / / \ / I I \ \\ \I \ I\ I I / 1 / / THE REVIEW FEE IF AN APPROVED SITE. Site
---- ------ //�/// / - A $ �= A I 1 1 I 1 / 11 A I\ ( \ II IV I 1 I I II / / MAINTENANCE PLAN:
slLr FeNce�uT�Eitlrv.> I 1 I /
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//// //'l J/ //_//\I\1 \1 -� Y 1 I I I I\ \\ \ \ \\ I I 1 I / /I 1 N F / / I THE FOLLOWING MAINTENANCE PLAN SHALL BE FOLLOWED UNTIL THE SITE IS
-�--- /- ' / / �MERRGENFV 800.4t/ 1 I I \ I I \ \ �\/ NXION TERRI FyLANEI 1 / COMPLETELY STABILIZED AFTER CONSTRUCTION.DURING CONSTRUCTION THE I Contact:
---/ /-
// / // / / -SPLL AY\(TYIP.) 1� '�� //•�I O'{ \ 1 \ \ \ \ \ \\ \ I \ I I y \ I PID•1 4604-61/-53361 I / CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND MAINTENANCE OF
� R\ I I I \ \ \ \ 1 B. 1414E 329 I ALL EROSION AND SEDIMENT CONTROL STRUCTURES. Lake Vision
-- - / 2N0'LAYER-OF$T E GINGAT $ 1 1 J \DRAINAGE'QREA-T-3:0.19A¢ \ \ \ 1 1 ` I I I� i
-__--' ///R R .R. PROPERTYY O)TR . /.. ire \ \ 1 I 1 \ \ \ \ I I \ 1 1 I \\ / A EA: 0.7 6 AC I
IoRA \ I I au -� \ 1. ALL EROSION CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND Development,Inc
¢ / / / // / // �\ I 800.40'y"��, ,n \ \ I I \\ \ \ I 1 I 1 I I I I \ I \ OPERATION FOLLOWING ANY RAINFALL PRODUCING RUNOFF AND AT LEAST
/ / - / \ ( ) , \ \ \ I \ \ I \QRAI(VAG AR -TD-0:0.92 AC\ \ I I I I I I I ONCE EVERY WEEK.ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY
' / ///_/ //" \ / // / / / 796.90/• \0 I \ \ \ \\ \\ \ I 1 I I I 1 \ 1 I 1 -- 1 \ 1 SO THAT ALL EROSION CONTROL MEASURES ARE MAINTAINED AS 2242 Long Cove Ct.
\ \ 1 1 \ I DESIGNED. Sherrills Ford,NC 28673
_- - - /' / ////. / / \ \ I \ \ \ I I I 1 I I \ \ I I / 1 I I N \ \ I 1 I 2. ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS NECESSARY,AND
e _' < - / / / I C1pr/�� TTT \ I \ ( \ 1 \ 1 I 1 l I 1 1 MULCHED IN ACCORDANCE WITH THE SEEDING SPECIFICATIONS IN ORDER
//// �/ / I / I JI I I I I ('' // / I \ \ 1 \ 11 II I 1\ I 1 1 I 1 \ \ \ TO MAINTAIN A DENSE VEGETATIVE COVER. KeyM2
- _---
- _n \ /' / / / '796.90 I I / / I 1\ \ \ \\ \ ENT FENCE AFTER
\ I I I \j 1 \1 \ 3 EACH STORM EVENT OR SEDIMENT FENCE SHOULD BE. SEDIMENT DEPOSITS SHALL BE REMOVED FROM MREPLACED.THEY
P
/ 0 I I 1 I ( \ \ I I I / I I I"-'� `�\ MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY HALF THE
^ -/ \ I I I I \ \ I I IHEIGHT OF THE BARRIER.ANY SEDIMENT DEPOSITS REMAINING IN PLACE
�� �► / I \ \ I 1 \ I I I
-- I \ AFTER THE SEDIMENT FENCE IS REMOVED SHALL BE DRESSED TO
\ / / / ,�`� 00.40-����9' I / / I I I I \ 1 \ \ \ I \ I I I I
I \ \ CONFORM TO THE EXISTING GRADE,PREPARED AND SEEDED.
-"//\ \ \ 11 '\��, _ \ I I I I ( I \ \ \ \ \ \ I \ I I I I I 4. SKIMMER/SEDIMENT BASINS SHALL BE CLEANED OUT WHEN THE LEVEL
\ / - SKIMMER P.) . \ • / I I I I Z I \ D INTGEAREA-TD-2�0.84 AC\ \ \ 1 1 I REACHES THE MID-DEPTH POINT BELOW THE WEIR ELEVATION.WASHED
-- / \ \ ` \ 800.40� / �0 I \ \ \ \ \I \ \ I I I I I \ I STONE SHALL BE CLEANED OR REPLACED WHEN THE BASIN NO LONGER
_ v/- \\ -" \ \ � Z l I 2Q(\J \ \\ I \ 1 I I I / \ DRAINS PROPERLY.
\\_�_� - - \ \ \ BAFFLE rryI I ( A�\ WATTLE(T�) \ \I \ I \ / I 1 / F \ \ 5. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND WATTLES AFTER
w \ \ \ - \ \ • - Z I I e,, \ I \ \ \ I 1 1 I I NIXON TERRI ELAINE \ EACH STORM EVENT.ALL WATTLES SHALL BE CHECKED,RESTAKED,OR
o/ - -- - \---- / \ \ \ I \ \ \ \ \ \ I I I I PID: 460 61-7382 ` \ REPLACED IF NECESSARY.
\ \ I \ \ I I \ \ 8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
- \ \\ N\ \ I I \ / \ \ r / / \ ��\ \ \ I I I DB: 1 41'(F-329 \ REQUIRED BY NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL
/ -- \ P I/ EXI ITI EOP
H/ei � PROPERTY�MIE \ \\ /\- \ \\ \ \\ / I \I \ - J /---/
_ �J- e, I1 I I I III AREA: 4. \ AC \ \\ QUALITY.
// -APPROXIMATE STREAMte ATION \__ / - \ \ \ I \ / -- _'_- __�-' \ / / N. \
c / TO BE FIELD.QETERMIN:D'ANQ -�/ \ \ \ I / -))„,/„....--„,_-_j- ---�\y-,J Ol I I II 1 /\\ \\ \ \
c / SURVEYED PRIOR TO CO•STR CTION \ \ \ \ \\\ I \ 1/// r / -j - \\----- ' �\ I I I / /// \ \ \
\_-�- \ \ \ A• ROXIMATEI \ \ I/// I / \
o - \ \ 50' TREAQ1 BUFFER --X!I / / / / - �Ih11�• ! 1 N \ \ \
_ \\ - I \� \ \\ _ ��,\\\\I I I/! / ///p1 F//-_ ___ -9/T •BANCE\ \``� A CO \ \ \ \ North Arrow:
i--------- \ ���, --\\\ \�'�\-'- -/ / `\ I 1I 1\\urrNER(64 ASSOCIATES,-EL�� \ I I W \ \ ���_� N. \ �\ -- \ \=-`��-\ /--�I/ II III11I\\\PD:14694-51-90`� _/� J/ / I \\ \\ �I,�.R-.^�.�
_ -_ -_ __ ,_-__�--_--�~ \ / / I II \ B: 11143-a8 /�� - - - --_ / I (� Q� / 1 \ \
- �\ _,/,,, \A EA. a.11 AC LEGEND 1M/
i _----\ - _ - - --_-- \ //i ' '/ \� \�\ \ �l / Scale:1"=40'
\\\\ \ N / /• / -- / )\ \ \\ \ \ 1 / / I I 1 \ O EXISTING DROP INLET
\\\\\\\\ \ / '�� \\ V'-J// _ /J (J1/ 1 I /K / // /I / I 1 \\ \\\\ 1\ / j i•-•\alCO
i PROPOSED DROP INLET
--Ny F\\\\\\ \\\ \ -� / -' '\\ \ /// / l / / / I \ I 1 \ I I I EXISTING CATCH BASIN0 56NFCHF/Ik ESb\+ \M L\A\'\V\E ------- - /_---N\\-� /// / / - I 1 1 / / / /// / J /-)\ 1 \ l 1 I 1 �\3 \ \ \ / \ / I I / //// // / __ l \ I 1 / I PROPOSED CATCH BASIN
`o ARID. 4004�51•-- Kl \--- / / / _ / /
DB: 79 51 \\\\ / - / / /- ,/ // / /ii%'-- J // / l = O
-^ASEAN 2. 3 \A \\I\\\ \\ N / / -- N_--/'J l / /% //// / // //'/ - �_ / I I l /-"�
F` \ PROPOSED JUNCTION BOX
o ) \ \ \ \\\\ \\\ \ /�/ // ` / /- //// / / / /// //� /�_- '- -__ --_- / I V I / / EXISTING PIPE
NI
\ \\\\\\\\ \ / / /'/ // ///////
\ \\ \\I \\\ \\\\ \\\ -/' // --/ ✓ / //�/// / / / ////.--'-- - - -- I I Z 1 --
/ /_//=_//i /// / / '7
/ \\ PROPOSED STORM DRAINAGE PIPE Sheet Title:
\ \ \\\\I\\ \ ��-_-' _-- J 7----,-/ /// //' - /�-/ / --- I(/ / �� EXISTING CONTOUR Erosion Control Plan
\ \ \ -' /' / / '/ /j� -- �/ / / - // / 790 n \\ 1 \\\\\\\\\\\\ \\-__ _ -- - J -// -'////- //,_//%'//j�/� --r-/- ---------------- - / / / I - - - PROPOSED CONTOUR Phase 1
\\ \\\\\\ \\"\\ \- --- - -
--_ /////-// /7/'//// -/�N//,_
_-- --- / I / / / PROPOSED CONSTRUCTION LIMITS
13' -/--/ // /-/-/- - _ \\/ I I I / �h�� SF PROPOSED SILT FENCE
w \\\\\\\\\\\\\\\ \��_\ J _------/- /- /i--/ % / l //- / - / / 1 upi 1111� `�® PROPOSED SILTFENCESTONE OUTLET
_ _ _ / --�/ / �/L Sheet Number:
\\ \\\\ \\ \\ - -_ _--_--J/__-__---' ////_==__\////%%�i i- I 1 I / WWINJICB11.Of9` PROPOSED WATTLE
/1 I\\\\\ _ ---- _ / __- __,,/,,, /_ / / PROPOSED INLET PROTECTION
C-3.00
I 1 I 1\ \\\ /\ -- - - __IT - /--/ -- _/,//// .// / I 1

V / / / _/ / / I NARRATIVE:
p0 /-- / J
9 / / I \ 1 I \ THIS PROJECT IS FOR A FUTURE COMMERCIAL SITE WITHIN THE LIMITS OF LINCOLN COUNTY,NORTH
- 9 ;Q / / / / '/ /- / /--// \ / / 1 I I \ \ \ CAROLINA.THE TOTAL DISTURBED ACREAGE FOR THE PROPOSED DEVELOPMENT IS
/ / / / / /^// I I \ \ \ \ APPROXIMATELY 3.87 ACRES.THE SCOPE OF WORK INCLUDES CLEARING,STRIPPING AND GRADING,
0 © / ---// - /-/ / ' / / // /- '� \ I \\ I // /( i \ I \ \ \ `\ \ CONSTRUCTION OF BMP AND EROSION CONTROL MEASURES,GRASS-LINED DITCHES,UTILITIES,AND h
' / _/ / // / / \ ) / I \ \ PAVING. W Eo
-- / \ / / / / I \ \\ \
Q Q / / / - -- -- / --/ /' Ji i -/ \ \ I / / / 1 \
\ \ \ \\ BASED ON SCS SOIL SURVEY MAP,SITE CONSISTS PREDOMINATELY OF:
/
/// IN o A
9 / // -/ / --/ / // /- \ ( \ / I / / / I / \ \ \ • CBB2,CECIL SANDY CLAY LOAM,2$PERCENT SLOPES,HYDROLOGIC GIC GROUP
B'
11 // /' /- / / -/ / / / \ / / \ \ \ \ • PeC2,PACOLET SANDY CLAY LOAM,8-15 PERCENT SLOPES,HYDROLOGIC GROUP'El' W m Tli
/ -- / / / -- / / / / - / \ \ \ • WEI,MADISON SANDY LOAM,15-25 PERCENT SLOPES,HYDROLOGIC GROUP'B' >U
- f /// / UJ
/ - -- - / / / / / - \ J / / / ( / / '-l I
\YI ( \ \ \ \ DOWNSTREAM RECEIVING:FORNEV CREEK. 0 0
/ / // -- \ /- / / / / I �\ i
1 / / \ ING/ / / / /SITE / �5 - / / I / / / / ( \ \ \ LONGITUDE:-80.9946 ??E2
p / Ur �^g
O - / / / \- / / I / / / / / \ \ \ \ \ THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE,PER FIRM COMMUNITY MAP 3710460400J - Ly
/ /J- - / / / / \ \\\ \ N. EFFECTIVE 08/16/2007. y y Z
/////'///- l /� --l/�-/ \\ I / / // // // I 1 I I \' \ co
\ \\ CONSTRUCTION SEQUENCE: Z m�
Qallir / /' /' / J // / -// - / / // /I I ' / / / I I I I \ \ \\ 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM LINCOLN W m m_
N. V COUNTY.
+,� •,,,•- xn,oengsl0M , // // / - //--/ _ -- -1-
I I / / / / / / / I \ \ 2. SET UP A ON-SITE PRE-CONSTRUCTION CONFERENCE WITH LINCOLNER r aj
// / -7/
/-/ / /- / \ / / ( / / / / \ \ \ COUNTY EROSION CONTROL STAFF AT(704)738-8501 TO DISCUSS EROSION Z c
/_` / / / -_/ \\ 1 / / / \ \ I \ CONTROL MEASURES. K-d
VICINITY MAPI \ 3. FOR PHASED EROSION CONTROL PLANS,CONTRACTOR SHALL MEET WITH
//// //// //// / /- ' \1 I I/ // / // J I I / \ I \ EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE.
,-/ // / / / / -- / I / / / / I I I \ I II I \ \ 4. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF
NOT TO SCALE .,,,./-
/ / / / / / / / I ANY EROSION CONTROL MEASURES.
/ / /' / / \ / / / / / I / I I 1 8 \ 5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL _6I Ill
// / / / \ / / / / / ) / / 1 \ \ EROSION CONTROL DEVICES AND STRUCTURES.
/- // /' // / /' // / /// / /\ ( / I 1 / I I I I 1 1 6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN w
N\ /' / / /' / /7 / / // / / -'-/ \ \ \ / / I ) I I I / 1 I \ \ ACCORDANCE WITH THE N.C.EROSION AND SEDIMENT CONTROL PLANNING °n
\ / // / // //// / / // / // / �' - \\ N \ / / / / / I ) 100'XI18'CONSTRICTION ENTRANCE(TYP.) / -DM! 1 AND DESIGN MANUAL.
7. THE BUILDER WILL BE RESPONSIBLE FOR CONTROLLING SEDIMENT ON o PRO1.T,T:k.:23-23
/ / / / / / / -/7 j ,/ / / / 1 1 I I 1 1 / I 111 I \ \ EACH LOT DURING HOME CONSTRUCTION AND FOR CLEANING AND/OR i
/ / / / / / / // // // , / /- \ / // / / / I \ / I I I / _ REPLACING SILT SACKS IN CATCH BASINS.
p DRA :JR
d J PHASE1CHEBY:PC
/ / • , / / / / , \/nI / / / / IEXISTING HOUSE AND DRIVE T BE // / • • - /-/ \\ \ \\ 1THIS PHASE AR ONLY AS NECESSARY TO INSTALL EROSION CONTROL MEASURES IN
/ / / / / / /j//- /- / / / / / I EMOLISHED-OWN R TO FOLI(OW - 2. INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE. u SEA/ / / / / / - /- / I I I / /- - / / ALL COUNl1Y STANDAI2D5 S / • • I ^ \ / ar / / , --- l // I / • - I \ ,- \\ 3. CLEAN UP AND REPAIR EXISTING SKIMMER AND SEDIMENT BASINS AS ® \\t'C��rl/7j- / / / I I / I // / -----\ I I / 1- / 1 1 • • .••' 1 NECESSARY. v O/// // // // I / l / // / //- _ \\ I l / I / I I 1 / / / S 4i\ I I 1/ \ 4. INSTALL ALL PROPOSED SKIMMER BASINS. p4¢BS/a•$i
/ / // / / / - \ \ I / / / / I / I 1 f 1/ t; • I ! 1 \ 5. INSTALL TEMPORARY DIVERSION CHANNELS WITH WATTLES. �"S:Q- h".-t
-- // / / / / I / / - /// J I \ \ / / I I I I ( I I 1 / / .-_ /' 6. CALL EROSION INSPECTOR FOR APPROVAL PRIOR TO BEGINNING FULL _ •Q SEAL �;.
--_ / / / / / / / / / //j / \ 1 GRADING OPERATION. 2894 '
/ / / / / \ \ \ ( 1 \ I / 1 / I ( •Gut0.73' \ I PHASE2 FAJ �.
\ ` 1 1 \ / / I I / 1 \ 1. GRADE SITE TO GRADES SHOWN LEAVING BASINS INTACT. ��
_ --//- /' -/ '/ / // // / / ////� ///// / /\ I \ \ \ \ 1 \ / / / 0�1 ( I \ 2. SEED AND MULCH AREAS AS SPECIFIED. if
llllllll\VY\``
/ /' / / / / / // / /// // / // / \\ \ I \ \ \ \ \ \ \\ / / // - V r \ / \ \ 3. CALL EROSION CONTROL INSPECTOR FOR APPROVAL TO REMOVE BASINS ^ ^/f.,
/ ' /' / // / /// /// / / / // / \ \ I \ 1\\ \ I\ \ N\\ \\ \ \ - / / I / 1 \ \ AND CONSTRUCT PERMANENT SAND FILTER. 12-n1- '/
-/- E REMOVED UNTIL THE DRAINAGE AREA ENTERS THE
// / / / / / // / /// // -/ 1 \ \ I \ \ N \ \ \ I / \ �'\ / 4. DIVERSIONS MAV BE SHIFTED TO BRING THE SITE TO PERMANENT GRADE t
//' / / / / /// // / // / I \ \ I I I \ \\ \ \\ \ \ ml I / I 1 \ STORMWATER BUT MAY NOT BSYSTEM AS DESIGNED AND PERMISSION HAS BEEN GIVEN BY
/' / / / // / / / // ((// / 1 / 1 / / I N N \ \ \ \ \ \ SILT FENCE(TNP.)/ /I I I \ \ LINCOLN COUNTY EROSION CONTROL. REVISIONS:
1 \ �( N F 0 JR 12-31-2023
/ /'/ / / / / / / / / / / I I ( / / / / 1 \ \ \ \\ \ \ \\ \ \ \ II es1a1 NIXON TERRI ELAINE I Mal Planset.
/ / / / // / I / / / 1 \ \ \ \ \ 1 ' T� I I EROSION CONTROL NOTES:
/ / / / / / / / / 1 I / / \ N \ o \ \ \ \ II RID: 4604-61-6629
_ / / / / / // / / / / I / \ \\ \ \ \\ \ \ \ 1 V •'III 2.26'11 ,T� DB: 1 41 4-329 I / 1. ON-SITE BURIAL PIT LOCATIONS MUST BE DOCUMENTED ON FINAL PLAT.
/ /' / // / / 1 / \\- \ \ \ \ \ 1 / AREA: 3.163 AC / 2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION
/' // // / / / / / / / / / / I \\ \\ \\\ \\ \ \\ \ I \ i I/ ) / CONTROL PLAN IS A VIOLATION OF THE STATE EROSION CONTROL
�- - / / / / / / I / \ \\ \ \ \ \ \ G \ II I ` / /I ORDINANCE AND IS SUBJECT TO A FINE.
' // / / // 1 / I I I I / / I I \ - \\\ \ \ N \ I \ N I / 3. NO MORE THAN 20 ACRES TO BE DISTURBED AT ONE TIME.
///'/ / / // / I I 1 \ / I I \\\ N\ \\ \ \ N��, , \ I I \ \ _- I / / 4. STABILIZATION IS THE BEST FORM OF EROSION CONTROL.TEMPORARY
\ y` I SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE
'/ // //// / / / / / / 1 (\\� I / / I ` \ \ \ \ \ ` \ I l 1 I I - \ - / DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART
-- / / / / / / / / \ \ \ / I \ \ \ \ \ \ \ \ - -_\ OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
/ / / / / \ \ \ \\ -' / N �� \ // \ \ 1 1\ I \ $ -/ / 5. ALL AREAS ARE TO BE SEEDED AND MULCHED PER THE NEW STABILIZATION
/- / / / / / \ / JLB LEVA,CY PROPEKI 6S LLC \ \ \/ \ \ \ \ \ \ '9 / / / TIMEFRAME TABLE ON SHEET C-3.2.
__--/ /' / // / / // / , j \ \5// / RD:146O4-S1-341 a` \\ \ \ /� \ \ \ \ \ I \ I \ \ I I /' / / 6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
// / / / / / //\�\-/ I \ DB:\2859-891 A0, \\ \ \\ / / \ \ \ `\ I \ I ` _ �'- / // REQUIRED BY A REPRESENTATIVE OF THE STATE.
-�// / // / / / / ,� _I /\J AREA: 'R4.O28 AC „y / \ I -�- 7. MAXIMUM TEMPORARY GRADED SLOPES ARE 2:1.WHEN STEEPER SLOPES
/ / / // / \ --/- - \ N V#' \ \ \ \ \ \ I \ ?3 \ \ \ N / / MUST BE USED,PLANS SHALL BE SEALED BY A GEOTECHNICAL ENGINEER
/ // / / / - \ \ JJJ/// \ \ \ \ \ \ I 1 \ $ \ \ I /6 / / / FOR SLOPE STABILITY AND FINAL SURFACE STABILIZATION.
/ / / / /// / �\ /1. \ \ I \ \ \ \ NIXON TERFjY ELAINE / / 8. ALL WORK IMPACTING STREAMS MUST HAVE APPROPRIATE NCDENR-DWQ
// // // / / `- ,- \\ / \ \ \840.59 \ \ I Fi10.56'\ RID: 46O4F 61-7382 / / / AND U.S.A.C.E.(401/404)PERMITS.
/-/ / / ////// I / \\ \\ N.\ V," 1 \I \ 1 \ \ I \ j 11 \\ 1 \\ I ® DB; 1411¢-32J / 9. ALL FLOW FROM PERMANENT/TEMPORARY DITCHES SHOULD BE DIRECTED
----- /-'- // / / / I /'J \ I I \ \ 1 \ 1 \ 1 I 1\ AREA: /4.242 AC / i / TOWARDS SEDIMENT TRAPS UNTIL SITE IS COMPLETELY STABILIZED.
10.ALL PERMANENT SLOPES STEEPER THAN 3:1 SHALL HAVE EROSION Project Title:
_ / \ \ \ 1 1 \ \ I 1\ I 1 / CONTROL MAT EQUIVALENT TO NORTH AMERICAN GREEN SC75.
- __ / // / r� \ I �� INAGEARCR4-T❑-1 .98(AC \ `\ \ \ 1 11.DE-WATERING OF THE WORK AREA DIRECTLY INTO A STREAM,CREEK,
�j {�
/ / / / / / 1 \ ill. \' 1 / I \ `.1 \ I 1 I I \ 1 1 WETLAND,ETC.IS PROHIBITED.
Lake Vision
-------- -//// / /// \qOp� I / \ I I \ 1 / I I APR�I X. I $IPC PA� \ ,I I I I1 \ \ 1 10.THE MINIMUM BUFFER FOR ALL NATURAL WATER COURSES IS CALCULATED
___ / X. 1 I I1 \ \ \ I AT 35 FT.
/ ///// / :s/4,..‘ \ / / I ' , 1 / ) \ \ I ) / I 11.IFTHENEEDARISESFORANYOFF-SITE BORROW OR SPOIL SITE DURING Commerical
81 I RL\QUI"ING �PR� I I / CONSTRUCTION,SUBMITAREVISIONTHATDEMONSTRATESEROSION
- / / - `___ 1 / 1 "I1 I I I I / / CONTROL FOR THE AREA AND ACCOUNT FOR THE ADDITIONAL ACREAGE IN
----_----__��/-' %///r- � 1 - \ - \\ / ® i11�.93'I 1 ��y00�\SY ILL`\ 1 \I I I f I 1 / THE REVIEW FEE IF AN APPROVED SITE. SI`e
/ - - P r,F,
\ 1\ 1 �' 1II II II� II \ 1 I \ \ \ v 1 11 I I I I / I j i i/ / / MAINTENANCE PLAN:
/ �) TE \ ' t0 I I IN� 1 \ II \ 1I I N F 1 THE FOLLOWING MAINTENANCE PLAN SHALL BE FOLLOWED UNTIL THE SITE IS
so'%FREAM BUF ER \ \ \ I1
Nyy�ON TERRI LANEI/ \ I I I \ I I I _/ 1 I / COMPLETELY STABILIZED AFTER CONSTRUCTION.DURING CONSTRUCTION THE Contaot:
/ 11111,1
PID 4604-6 -53361 CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND MAINTENANCE OF
/ / / \ I \ \ � \ \ \ 1 I \ I I I I ALL EROSION AND SEDIMENT CONTROL STRUCTURES./ / / / \DRAINAGE REA-Tr1�-3:0.19A \ 1 I I B: 1414 329 I Lake Vision
��---_' _/ / // / //\ I I .J \ '1 I C \ \\ I lI 1 \ 1 I 1 1 I 1 � �--/ A EA' 0.7[16 AC 1 1 1. ALL EROSION CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND Development,Inc
-_ j / / /A\ p , \ \ I I 1 \ \ \ \ I I I 1 1 1 OPERATION FOLLOWING ANY RAINFALL PRODUCING RUNOFF AND AT LEAST p
i / / // / A111AG 710<:092 AC\ \ 1 ` '1'w \ I I \ \ ONCE EVERY WEEK.ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY
/ /�-" \ 1 I \ \ \ I I \ I )1-1 I 1 --{� 1 \ \ SO THAT ALL EROSION CONTROL MEASURES ARE MAINTAINED AS 2242 Long Cove Ct.
/ / / / , 1
` ik\1:1\ •Fill0.3 I I I \ I I \ DESIGNED. Sherrills Ford,NC 28673
_ - / - /- S 1 ` I 1 1 1 \ \ I I I \ \ I 2. ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS NECESSARY,AND
- - < - / / / I I ` I \ I AI
I II I / 1 I \ IMULCHED IN ACCORDANCE WITH THE SEEDING SPECIFICATIONS IN ORDER
----- - ////\ . / I I 84073I \ \ 1 I 1 1 I 1 I 1 \ \ \ TO MAINTAIN A DENSE VEGETATIVE COVER. Key Map:
- -190 --- / // / / I \ \ I I I \ \ \ 3. SEDIMENT DEPOSITS SHALL BE REMOVED FROM SEDIMENT FENCE AFTER
\ - 1--
_ \ • 0 1 °� I `���```�``` \ \ \ I I 1 EACH STORM EVENT OR SEDIMENT FENCE SHOULD BE REPLACED.THEY
'--- ` _ \ /. I i /I 0 / 1 I \ `` 1 1 I \ \\ \ 1 I I •
1 I 1 I I ` \ MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY HALF THE
/__ \ - / 11`` 1 I 1 HEIGHT OF THE BARRIER.ANY SEDIMENT DEPOSITS REMAINING IN PLACE
N J ) I �'\\ 1 / I / N.
\\��\\ 1 \ \ \ \ I 11 I 1 I I I \ \ AFTER THE SEDIMENT FENCE IS REMOVED SHALL BE DRESSED TO
- - / .c-� \ \ \ CONFORM TO THE EXISTING GRADE,PREPARED AND SEEDED.
o -\ / \ \ / / '� ® 1 I 1 ( �� \ \ \ \ I I 1 I 1 \ 4. SKIMMER/SEDIMENT BASINS SHALL BE CLEANED OUT WHEN THE LEVEL
- ' ,7...-,..........._,...._----_____.--------___ ,\ / I Z \x:• �' -EW--"-2'0.84 A• 1 1 I \ REACHES THE MID-DEPTH POINT BELOW THE WEIR ELEVATION.WASHED
a --5\ \. \ - \ \ �� I ` I \ I STONE SHALL BE CLEANED OR REPLACED WHEN THE BASIN NO LONGER
o ----- \ _ / \ \ : _ - \ \ \ \ I I I I 1 I \ DRAINS PROPERLY.
o/---'- - --_ / \ \ \ \ \ -_ � .L Z•I - 2� \ \\, \\ \ 1 1 1 I� F \ \ \ 5. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND WATTLES AFTER
\ \ \\ • Zy� _ \ �� \\ \ I 1 I I NIXON TE\fj R ELAINE 1 EACH STORM EVENT.ALL WATTLES SHALL BE CHECKED,RESTAKED,OR
w/ ' \ - / \ \ I 6..
• �� \ 1 I 1 PD: 460 61-7382 \ REPLACED IF NECESSARY.
_ ^\ \ \ I1 4\ \ 8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
j /� - �- - 7 \ \ \ 1\ 1 \\ \ \ I d / -/ r I•FIII.26' I I I DB: 14N--329 \ \ REQUIRED BY NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL
H PROPERTVIiNE \ \\ ,\\\ A-PRO IMATE I I \ 45' - J I I \
50'ST- •M8 FFER - / / • �� I i I EXI9TI EOP P'RE'S' 4'ZN\ AC \\ QUALITY.
/ -APPROXIMATE STREAM-Le ATION \__ / - \ I \ I -_--- \ �\ 'qm' /I /'\ \ \
o / /� TO BE FIELD.O cO SIN:D�IJp \ -�/ \ \ \ I 1 -///iii 7-1= ._--J • \ I // \ \ \ \
6 / SURVEYED PRIOR TO CO,STR CTION \-- _ -�1'90\ \ -\ �\ I I I / / / / / --- ` I / \ \
\-- --` ---- \ T •BANCE \
a N.
- _ I \ \��\� -- _ -,�\ I I1(/ ///pd F / ` =----9 \ �( ( \ \ \ North Arrow:
i------ - - _ \ I N R & A SOCIATES,-EL-C. \ ) I \
-� \ `` -------\ � )11\III( I �P�D:r 46 4-51-90 ---------/---/ / I 1 W I \ \ ���
_ _ \ 111 \ 6:9143 4�� // I /IRS+`
�� \� _ � � / -_////I I 1\\ \AEA' 4.11 AC ( ----_------- / ( Q' I \ \ 1-I
____N\,\ \,,, --------_-- _ -- /jam%/ /// \1\\\ \\\ N\\ \ I (\ () i \ LEGEND
i - ____\ \\\\ _____- _�-�\\ ✓/ �/�/ / --___/// \\\ \\ \�\- \\ 1 I o
\ - - - 1 \\ \ \ \ / \ / \ \ \ EXISTING DROP INLET Scale:1"=40'
N\ 5 \\\\ -- �--/ ���� -\\1V/ /v ' J- 1 I I- / / / / 1 I \ \ \ \ \ ( I \ PROPOSED DROP INLET
- _ �\\ \ �/ J / / / / / / / / I 1 1 I I e-�m / \
--N-/ F \\\\ \\ \ -� \ J I / / / \ \ \ 1 I \ \ EXISTING CATCH BASIN 2II
la
0 SON-CNARTLE'S.N/ +\\\M L\4\`E� ` _-_ --J '-/ \ \\J/1 //' / - I I / / / / /-/ / J__�- -)\ \ 1 1 1 1 ) \ \
E. /PTD. 4604�51.- '0 \ \\ \ 1 1 / / /' / / // / '__-- /-J' / / \ 1 1 I PROPOSED CATCH BASIN
DB: 7J-$1 `\ \\\\ /' - \`-�-/ I / ,' / /'7 / // /eo/%- - J / \\ / 1 0� I l
�-AREA'\2.53 \\ \\\\\\ \\ -- �- - I/ - / --- I / /_\\ \ 1\ PROPOSED JUNCTION BOX
1 \ \ \\\\\\\ -/--' // 0� //- //-//-// /////' ////''�//�-- /-- _------ / I f 1 t� / / \ \\ \ EXISTING PIPE
e \ \\\\\\\\\\\\\\\ \ // //- J / / / / / /,/ / -/- - '-----------------/ I ZV I _--_ \
\ \\ \ /- / ////// .//i / // /// 1 - I�\\ -\1' PROPOSED STORM DRAINAGE PIPE Sheet Title:
\ 1\ \\\\\\\ \ \ \���_---- --- rJ �/- /-///-,- ////' / // �/�' / /--' I
( I / / EXISTING CONTOUR Erosion Control Plan
///'r -' / / / \ Phase 2
\ \ \\ \\\\ --- ---- // / - /- / /////�- - r- - PROPOSED CONTOUR
j \ \\\\\ \\\ �\ \ / -//-/ - - /-i/-/-�------:---_-_7„:-_,
'//J / '-- / //� \ / PROPOSED CONSTRUCTION LIMITS
790
\ \\\\\`\\\ - ;1.
/� / - /-/i� .7//..--,;-_-----___-%i-/r-- // \ / / /
\ \\\\\ \ \ ' --- -- / //// // / �rth8�
\\ \\ \ \\ \\� --- --'/ • --//--/ice_///� /// /!- - \1 I I 1 / SF PROPOSED SILT FENCE
w \\\ \ \ - % / l ' / / PROPOSED SILT FENCE STONE OUTLET
\\\\ \\ \ _-_ --'-/'/- --i// / �i/'// -/// -- II 1 / 111•na Sheet Number: 1
\ \\\ \\ \ -_
-----f- - /i-/- //////%/�- I \ I\ / / WwWJICB11.Org I PROPOSED WATTLE C-3.0 1\\\\\ /////// o PROPOSED INLET PROTECTION
1 1 I I\ \\\ /--- ----- - <' ----' / -- /,//// .// / 1 / /

MAINTENANCE NOTES: NOTES: MAINTENANCE NOTES: 3 E '
O
1. SKIMMER SHALL BE INSPECTED BY THE 1. GRAVEL PAD TO BE A MINIMUM 18'W x 100'L AND 1. STONE OUTLETS SHALL BE INSPECTED BY THE SEDIMENT CONTROL STONE 1 E.
FINANCIALLY RESPONSIBLE PARTY OR HIS 6"THICK.STONE SHALL BE RAILROAD BALLAST FINANCIALLY RESPOSIBLE PARTY OR HIS ON TOP OF FILTER FABRIC Z
DESIGNATED AGENT WITHIN 24 HOURS AFTER (23"MINIMUM)ON FILTER FABRIC STABILIZATION DESIGNATED AGENT WITHIN 24 HOURS AFTER (MIRAFI 700X OR APPROVED EQUAL) W w
EACH RAIN EVENT EXCEEDING 1/2"(DAILY MAT. EACH RAIN EVENT EXCEEDING 1/2"(DAILY SEE CHART 1 Eo
DURING PROLONGED RAINFALL PERIODS)AND DURING PROLONGED RAINFALL PERIODS)AND �y STEEL POST - N
AT LEAST WEEKLY REGARDLESS OF RAINFALL. 2. ENTRANCE(S)SHOULD BE LOCATED TO PROVIDE AT LEAST WEEKLY REGARDLESS OF RAINFALL. Ids V
CLEANING AND MAINTENANCE NEEDED SHALL BE FOR MAXIMUM UTILIZATION BY ALL CLEANING AND MAINTENANCE NEEDED SHALL BE - Z c
PERFORMED IMMEDIATELY. VENT CONSTRUCTION VEHICLES. PERFORMED IMMEDIATELY. - m
SCREEN ACCESSIBLE < W m N
2. SHOULD THE SKIMMER BECOME CLOGGED WITH THROUGH DOOR 3. ENTRANCE MUST BE MAINTAINED IN A 2. SEDIMENT DEPOSITS SHOULD REMOVED >U
DEBRIS OR SEDIMENT,PULL THE SKIMMER TO CONDITION WHICH WILL PREVENT TRACKING OR AFTER EACH STORM EVENT ANDD rc DISPOSED OF IN SILT FENCE rc W '
N
THE SIDE OF BASIN WITH THE PULL ROPE AND FLOAT DIRECT FLOW OF MUD ONTO STREETS. AN APPROVED LOCATION.ANY CONTAMINATED SILT FENCE o u co
CLEAN.HEAVY EQUIPMENT SHOULD NOT BE PERIODIC TOP DRESSING WITH STONE WILL BE STONE ON THE FACE OF THE OUTLET SHALL BE p'
USED TO MOVE THE SKIMMER AND DRAIN LINES. NECESSARY. �Q� REMOVED AND REPLACED WITH CLEAN WASHED
3. SEDIMENT DEPOSITS IN THE OUTLET ZONE OF OEROPF TO 4. ANY MATERIAL WHICH STILL MAKES IT ONTO THE PJgY STONE. HAON WARE FENCE AND HARDRDWARE CLOTH 1 FT. WAREICLOTHLT CE d E#
THE BASIN SHALL BE REMOVED WHEN THEY T0p0,4, ROAD MUST BE CLEANED UP IMMEDIATELY. / N
IMPAIR THE SKIMMER FROM DRAINING THE roe' NOTES: TOP VIEW
BASIN.PULL SKIMMER TO SIDE AND REMOVE 5. WHEN NECESSARY,WHEELS MUST BE CLEANED '117A. N v U
SEDIMENTDEPOSIT,THEN RESET SKIMMER TO TO REMOVE SEDIMENT PRIOR ENTERING
DESIRED LOCATION. PUBLIC STREETS.WHEN WASHING IS REQUIRED, 1. SEDIMENT CONTROL STONE SHALL BE N0.50R (W)WIDTH OF OPENINGS o Z .,7).m Z
IT SHALL BE DONE ON AN AREA STABILIZED WITH ' NO.57 STONE. FOR SILT FENCE OUTLETS: rc o 4. EXCAVATE A SHALLOW PIT UNDER THE SKIMMER CRUSHED STONE WHICH DRAINS INTO AN \-- I WIDTH DRAINAGEAREA aill) 0
2. STONE OUTLETS TO BE USED AT ALL LOW m SO THAT IT WILL DRAIN THE ENTIRE BASIN. APPROVED SEDIMENT TRAP/BASIN. I'l 4 Fr 1 AC. o
SKIMMER SHOULD REST ON BOTTOM WITH A i - POINTS IN SILT FENCE RUNS. 6 FT 2AC.
POSITIVE DRAIN SO THAT WATER WILL NOT 6. ENTRANCES SHALL BE INSTALLED AT ALL POINTS E HARDWARE CLOTH a FT 3AC. 6'
ON
c
STAND IN DRAIN PIPE AND FREEZE. OF INGRESS&EGRESS UNTIL SITE IS STABILIZED, '� HARDWARE
WIRE FENCE 10 FT 4AC. o1.
Z
FREQUENT CHECKS OF THE DEVICE AND TIMELY /
MAINTENANCE MUST BE PROVIDED. 41/ 12 FT SAC. ^0 0.
2"-3"COARSE AGGREGATE WIRE FENCE
BARREL PIPE LONGER THAN SHOWN. 4-
11111
NOTES: NOT INCLUDE WITH SKIMMER HARDWARE CLOTH SILT FENCE h
(SUPPLIED BY USER). ON WIRE FENCE - - - 5
1. SKIMMER IS TO BE A SURFACE DEWATERING GEOTEXTI WOVEN
DEVICE SUCH AS FAIRCLOTH SKIMMER OR EQUIVALENT TO MIRAFI SOOX
APPROVED DEVICE. OUTLET END. FLEXIBLE JOINT(RADIATOR HOSE) I Tfl
CONNECTION TO 2 6 PROJECT#:23-23
OUTLET PIPE RISER 1 r11
2-7 VW.MIN. ' DRAWN BY:JR
Pi-
' a CHECKED BY:PC
SEDIMENT CONTROL STONE 1.-6.MIN.
ON TOP OF FILTER FABRIC - - - - u SEAL:
(MIRAFI 700X OR APPROVED EQUAL) Fe \`YSv{11''i�r
CROSS SECTION FRONT VIEW $'F•ti 7''d"y
SSP
O
STANDARD SKIMMER TEMPORARY CONSTRUCTION ENTRANCE SILT FENCE STONE OUTLET c�•,is SEAL��•_-
2994
NATURAL GROUND if
��TEMPORARY SEEDING FOR WARM AND COOL SEASON NOTES: MAINTENANCE NOTES: /n'BII%
EARLY SUMMER SEASON STEEP SLOPES W
1. CLASS OR MEDIAN SIZE OF RIPRAP,LENGTH, HII= 1. FILTER BARRIERS SHALL BE INSPECTED BY THE 12-n!-v
12
SEEDING 40 LBS/ACRE OF GERMAN MILLET 120 LBS/ACRE RYE(GRAIN) WIDTH,AND DEPTH OF APRON PER RIPRAP III` 2 2 FINANCIALLY RESPONSIBLE PARTY OR HIS
MIXTURE 80 LBS/ACRE OF TALL FESCUE 80 LBS/ACRE TALL FESCUE APRON DATA BLOCK SHOWN BELOW. 011-\ 4=T=--VU AGENT IMMEDIATELY AFTER EACH RAINFALL AND STEEL POST
2. REFER TO THE NORTH CAROLINA Iglu=�l MIT- AT LEAST DAILY DURING PROLONGED RAINFALL. WOVEN FILTER FABRIC REVISIONS:
SEEDING MAY 1-AUGUST 15 OCTOBER 25-DECEMBER 30 1,, •y - ANV REPAIRS NEEDED SHALL BE MADE 0 JR 12-31-2023
SEDIMENTATION AND EROSION CONTROL �p1R �:: IMMEDIATELY.
DATES REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. BETWEEN DECEMBER 30-FEBRUARV 15,ADD 50 MANUAL FOR RIP RAP APRON DESIGN 4- �117..Z4/# �•7ti v�il4/# :.'I- MUM!Plansel.
LBS/ACRE OF ANNUAL KOBE LESPEDEZA. STANDARDS. _ -
-01- 2. SHOULD THE FABRIC DECOMPOSE OR BECOME
INEFFECTIVE PRIOR TO THE END OF THE
APPLY 4000 LBS/ACRE STRAW OR EQUIVALENT APPLY 4000 LBS/ACRE STRAW OR EQUIVALENT 3. RIP RAP SHOULD EXTEND UP BOTH SIDES OF 4"#5 WASHED STONE EXPECTED USABLE LIFE AND THE BARRIER STILL 'H? i x
THE APRON AND AROUND THE END OF THE PIPE RIP RAP IS NECESSARY,THE FABRIC SHALL BE REPLACED '" . w y E o m Q�'
HYDROSEEDING. HYDROSEEDING. LAYER OF FILTER FABRIC O
OR CULVERT AT THE DISCHARGE OUTLET AT A PROMPTLY. �m �y
MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS (MIFAFI 140N OR APPROVED EQUAL) LT.LL
F
SEEDING APPLY LIME AND FERTILIZER PER SOIL TESTS,OR 2000 APPLY LIME AND FERTILIZER PER SOIL TESTS,OR 2000 THAN TWO THIRDS THE PIPE DIAMETER OR SECTION B-B 3. SEDIMENT DEPOSITS SHOULD BE REMOVED _
AMENDMENTS LBS/ACRE LIMESTONE AND 750 LBS/ACRE 10-10-10 LBS/ACRE LIMESTONE AND 750 LBS/ACRE 10-10-10 CULVERT HEIGHT. AFTER EACH STORM EVENT OR SILT FENCE -
FERTILIZER. FERTILIZER. SHOULD BE REPLACED.THEY MUST BE REMOVED
4. THERE SHALL BE NO OVERFLOW FROM THE END r W 1 WHEN DEPOSITS REACH APPROXIMATELY HALF
OF THE APRON TO THE SURFACE OF THE THE HEIGHT OF THE BARRIER.ANY SEDIMENT
RECEIVING CHANNEL.THE AREA TO BE PAVED DEPOSITS REMAINING IN PLACE AFTER THE SILT ANCHOR SKIRT
SEEDING SCHEDULE(SEASONAL) OR RIP RAPPED SHALL BE UNDERCUT SO THAT -f FENCE IS REMOVED SHALL BE DRESSED TO 4"MIN.WIDTH
GENTLE SLOPES STEEP SLOPES THE INVERT OF THE APRON SHALL BE AT THE CONFORM TO THE EXISTING GRADE,PREPARED
SEEDING 80 LBS/ACRE OF TALL FESCUE 100 LBS/ACRE TALL FESCUE SAME GRADE(FLUSH)WITH THE SURFACE OF + 1 _1 1 AND SEEDED.
MIXTURE 30 LBS/ACRE SERICEA LESPEDEZA THE RECEIVING CHANNEL.THE APRON SHALL m m
(UNSCARIFIED AFTER AUGUST 15) HAVE A CUTOFF OR TOE WALL AT THE
10 LBS/ACRE KOBE LESPEDEZA DOWNSTREAM END. __i_
VARIABLE AS DIRECTED BY THE ENGINEER
5. THE WIDTH OF THE END OF THE APRON SHALL BE i GENERAL NOTES: WOVEN FILTER FABRIC (6.MAX.SEE GENERAL NOTE 6.)
SEEDING FALL:AUGUST 25-OCTOBER 15 FALL:AUGUST 25-OCTOBER 15 EQUAL TO THE BOTTOM WIDTH OF THE I-. .I
DATES LATE WINTER:FEBRUARY 15-APRIL 15 LATE WINTER:FEBRUARY 15-APRIL 15 RECEIVING CHANNEL.MAXIMUM TAPER TO 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF Project Title:
TOLake Vision
RECEIVING 5:1. 32"IN WIDTH AND SHALL HAVE A MINIMUM OF 6
15 SPRING SEEDING INTO JUNE, TO 15 SPRING SEEDING INTO JUNE, LINE WIRES WITH 12'STAY SPACING.
ADD 15 LBS/ACRE HULLED BERMUDAGRASS ADD 15 LBS/ACRE HULLED BERMUDAGRASS
6. ALL SUBGRADE FOR STRUCTURE TO BE I 1
COMPACTED T095%OR GREATER. 2. WOVEN FILTER FABRIC BE USED WHERE SILT
OVERSEEDING OF KOBE LESPEDEZA OVER OVERSEEDING OF KOBE LESPEDEZA OVER FENCE IS TO REMAIN FOR A PERIOD OF MORE \\ I i Commence!
FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE. FALL-SEEDED TALL FESCUE IS VERY EFFECTIVE. 7. THE PLACING OF FILL,EITHER LOOSE OR THAN 30 DAYS.
COMPACTED IN THE RECEIVING SHALL NOT BE
ALLOWED. 3. STEEL POSTS SHALL BE 5'-0"IN HEIGHT AND BE -r / )
SEEDING APPLY LIME AND FERTILIZER PER SOIL TESTS,OR APPLY LIME AND FERTILIZER PER SOIL TESTS,OR PLAN OF THE SELF-FASTENER ANGLE STEEL TYPE. uSi Site
AMENDMENTS 4000 LBS/ACRE LIMESTONE AND 1000 LBS/ACRE 4000 LBS/ACRE LIMESTONE AND 1000 LBS/ACRE 8. NO BENDS OR CURVES IN THE HORIZONTAL a I
10-10-10 FERTILIZER. 10-10-10 FERTILIZER. ALIGNMENT OF THE APRON WILL BE PERMITTED. "' 4. BURY SKIRT WITH COMPACTED SOIL. q� III I I�I I -III=ii*A 11=JI igiriiLiir�I I�_-I-II II II I I II II-I II III'III I i
9. FILTER FABRIC SHALL BE INSTALLED ON W Tf SIC ,: �f-[ III =yIIRIF��- - III='
NOTE 1 COMPACTED SUBGRADE PRIOR TO PLACEMENT a 5. TURN SILT FENCE UP SLOPE AT ENDS. ry H m J�IIP III TII I-II �,I II III„III
OF RIP RAP. - y • j• 1-�-f- '
GROUND COVER: PROTECTIVE COVER MUST BE ESTABLISHED ON ALL DISTURBED AREAS WITHIN 21 CALENDAR -n-�-�'� .. I'][II=. 1 Contact:
DAYS AFTER LAND DISTURBING ACTIVITY IS COMPLETED OR HAS TEMPORARILY CEASED. "�.- tlwrl tlWl:'1 O�Ir�IIlf,O�lrIIT ! 6. WHEN FABRIC IS USED WITH WIRE MESH B'
10. OVERLAP FILTER FABRIC BY 12 INCHES AND - i CENTERED POSTS MAY BE USE. Lake Vision
NOTE 2 SPACE ANCHOR PINS EVERYU FEET ALONG THE f 1'MIN.
a GRADED SLOPES AND FILLS: PROTECTIVE COVER MUST BE ESTABLISHED ON ALL GRADED SLOPES AND FILLS WITHIN 21 OVERLAP.BURRY THE UPSTREAM END OF THE 1'MIN. FILTER FABRIC LAP Development,Inc
- CALENDAR DAYS AFTER A PHASE OF GRADING IS COMPLETED OR HAS TEMPORARILY CEASED. FABRIC A MINIMUM OF 12 INCHES BELOW (IF NEEDED) p
GROUND.BURRY THE DOWNSTREAM END A
co SEEDING SCHEDULE MINIMUM OF SIX INCHES. RIP RAP APRON TEMPORARY SILT FENCE 2242 Long Cove Ct.
Sherrills Ford,NC 28673
WOOD STAKE
J GENERAL NOTES: WATTLE NOTES: Key Map:
LINING
1. WATTLES MAY BE USED IN SLOPING DITCHES OR WOOD STAKE TO ONLY 1. TEMPORARY LINING S150,51508N,C75BN,
• CHANNELS TO SLOW VELOCITY OR TO CREATE SEDIMENT � PENETRATE NETTING C125BN,P300 SHALL BE NORTH AMERICAN
o TRAPS' 11 GREEN OR APPROVED EQUAL. 1
DUST CONTROL: • WIND BREAKS.WIND BREAKS ARE BARRIERS LIMITATIONS 2. STRAW SHALL BE TACKED DOWN WITH SPRAYED
0
(EITHER NATURAL OR CONSTRUCTED)THAT APPLYING WATER TO EXPOSED SOILS CAN BE TACK COAT.
TOP OF BLANKET REDUCE THE VELOCITY OF WIND THROUGH A
o TIME-INTENSIVE AND--IF DONE TO EXCESS--COULD 3. SEE WATTLE DETAIL FOR WATTLE SPACING. d _I 1
_ SITING AND DESIGN CONSIDERATIONS SITE,THEREBY REDUCING THE NUMBER OF
i - IRESULT IN DISCHARGE FROM THE SITE OR VEHICLES c
w PARTICLES THE WIND SUSPENDS.WIND BREAKS
"Fn
y ' THE QUANTITY OF DUST GENERATION AND TRACKING MUD ONTO PUBLIC ROADS.
I CAN BE TREES OR SHRUBS THAT
TRANSPORT DEPENDS ON THE AMOUNT OF EXCESSIVE USE OF WATER CAN ALSO BE Le-B
FLOW I
EXPOSED SOIL.THEREFORE,WHEN DESIGNING A CONSTRUCTION STAFF LEAVE IN PLACE DURING
SITE CLEARING OR CONSTRUCTED BARRIERS INAPPROPRIATE IN WATER-SCARCE REGIONS.
W DUST CONTROL PLAN,DESIGN ENGINEERS AND MISUSE OF CHEMICAL APPLICATIONS CAN CREATE
N SUCH AS WIND FENCES,SNOW FENCES,TARPoCONSTRUCTION STAFF CAN G ACTI V REDUCE DUSTCURTAINS,HAY BALES,CRATE WALLS OR HAZARDOUS WORKING CONDITIONS,INCREASE
� GENERATION BV SEQUENCING ACTIVITIES IN AWAV SURFACE WATER POLLUTION FROM DISCHARGESFILTER FABRIC
i THAT DISTURBS ONLY SMALL AREAS AT A TIME. SEDIMENT WALLS.H CHANNEL /�\\\ \�/' OR CONTAMINATE GROUNDWATER.EXCESSIVE USE (USE WITH RIP RAP)
BOTTOMCONSTRUCTION STAFF RESPONSIBLE FOR DUST OF CHEMICAL APPLICATIONS MIGHT ALSO PRESENT
CONTROL SHOULD DETERMINE WHICH PRACTICES TILLAGE.DEEP TILLAGE IN LARGE OPEN AREAS A HEALTH RISK.
ACCOMMODATE THEIR NEEDS ACCORDING TO BRINGS SOIL CLODS TO THE SURFACE WHERE
STAPLE ALONG SPECIFIC SITE AND WEATHER CONDITIONS.THE THEY REST ON TOP OF DUST,PREVENTING IT
`° EDGEOFBLANKET ... .._ FOLLOWING IS A BRIEF LIST OF EXAMPLE CONTROL FROM BECOMING AIRBORNE. MAINTENANCE CONSIDERATIONS
j - f B MEASURES AND DESIGN • INSPECTION AND MAINTENANCE REQUIREMENTS
CRITERIA: • STONE.STONE CAN BE AN EFFECTIVE DUST ARE UNIQUE FOR EACH SITE BECAUSE DUST North Arrow:
SPRINKLING/IRRIGATION.SPRINKLING THE DETERRENT FOR CONSTRUCTION ROADS AND CONTROLS DEPEND ON SPECIFIC METHODS,SITE
j 9"STRAW WATTLE 1.. • GROUND SURFACE WITH WATER UNTIL IT IS ENTRANCES OR SERVE AS MULCH IN AREAS CONDITIONS AND WEATHER CONDITIONS.
I MOIST IS AN EFFECTIVE DUST CONTROL THAT CANNOT ESTABLISH VEGETATION. GENERALLY,DUST CONTROL MEASURES INVOLVING
WOOD STAKE • METHOD FOR MOST SITES,PARTICULARLY ON THE APPLICATION OF EITHER WATER OR
HAUL ROADS AND OTHER TRAFFIC ROUTES • CHEMICAL SOIL STABILIZATION(PALLIATIVES). CHEMICALS REQUIRE MORE MONITORING THAN
`,2 WHERE OTHER DUST CONTROL METHODS MAY THERE ARE SEVERAL DIFFERENT CATEGORIES STRUCTURAL OR VEGETATIVE CONTROLS TO
NOT BE POSSIBLE. OF CHEMICAL SOIL TREATMENTS:WATER REMAIN EFFECTIVE.CONSTRUCTION STAFF SHOULD
:: ABSORBING,ORGANIC NON-PETROLEUM, CONSULT MANUFACTURER SPECIFICATIONS FOR DRAINAGE CHANNEL WIDTH LEFT SIDE RIGHT SIDE DEPTH
'. .'.'• • • VEGETATIVE COVER.IN AREAS THAT ORGANIC PETROLEUM,SYNTHETIC POLYMER CHEMICAL STABILIZERS.IF THE SITE USES CHANNEL AREA C 02 C110 SLOPE B SLOPE SLOPE FT TEMPORARY PERMANENT
CONSTRUCTION STAFF DO NOT DESIGNATE FOR EMULSION,CONCENTRATED LIQUID STABILIZER STRUCTURAL CONTROLS,REGULAR INSPECTION
AND CLAY ADDITIVE(JONES,2017).FACTORS TO AND MAINTENANCE ARE NECESSARY TO ENSURE ID ACRES CFS CFS FT/FT FT C C d LINING LINING
.... _ VEHICLE TRAFFIC,VEGETATIVE COVER CONSIDER WHEN SELECTINGACHEMICAL i
o ..... .. REDUCES WIND VELOCITY AT THE GROUND THAT THE CONTROLS REMAIN EFFECTIVE.
. . . . _........ TD-1 1.96 0.6 6.37 8.23 0.1000 3.5 3 3 1.5 S150 GRASS
+/%�I �-- SURFACE,THUS REDUCING THE POTENTIAL FOR APPLICATION FOR DUST SUPPRESSION INCLUDE _ _
° •LL•-• ------- DUST TO BECOME AIRBORNE. BIODEGRADABILITY,SOIL SUITABILITY,AND
';_ IMPACTS TO WILDLIFE AND ENVIRONMENTALLY TD-2 0.64 0.6 2.08 2.69 0.0110 1.33 3 3 1.5 S150 GRASS
' SPACING: SENSITIVE AREAS. TD-3 0.19 0.6 0.62 0.80 0.0110 1.33 3 3 1.5 S150 GRASS
• MULCH.MULCHING CAN BE A QUICK AND
� . SLOPES mot%=too, EFFECTIVE DUST CONTROL METHOD FOR A TD-4 0.92 0.6 2.99 3.86 0.1000 1.33 3 3 1.5 S150 GRASS
"1 _ -- SLOPES 1%-1.5%=7/7RECENTLY DISTURBED AREA.
CHANNEL BLANKET - SLOPES 1.5%-2%=50' Sheet Title:
SLOPES 2%-2.5%=35'
•• SLOPES 2.5%-3%=30' Erosion Control
STAPLE ALONG SLOPES 3%-5%=20' Details
EDGE OF BLANKET SLOPES 5%-7%=15'91
STAKES TO BE PLACE SLOPES>7%=10'
AT TOE OF SLOPE
(BOTH SIDES)
WATTLE DIVERSION DITCH
i Sheet Number:
A, C-3.02

REFERTR ND SECTION 0V
NOTE: NOTE: #6.64 FOR ADDITIONAL DESIGN p
INU
SPECIFICATIONS REGARDING °
1. THE BAFFLE MATERIAL NEEDS TO BE SECURE AT PLEASE REFER TO NCESCPDM SECTION#6.60 FOR EMBANKMENT SKIMMER SEDIMENT BASINS.
THE BOTTOM AND SIDES USING STAPLES OR BY ADDITIONAL DESIGN SPECIFICATIONS REGARDING Z
TRENCHING AS FOR SILT FENCE. TEMPORARY SEDIMENT TRAPS. SKIMMER yy 0
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN IS ug w w DEWATERING SKIMMER BASIN N Eo
THE FIRST BAY,SO THIS SHOULD BE READILY 4 11
4 W gi w¢ INFLOW DEVICE DRAINAGE DENUDED VOLUME SURFACE AREA DIMENSIONS CLEANOUT TOP OF DAM WEIR LENGTH SKIMMER N N c�
SUGGESTED FOR ALL FLOW ENTRY
PO SLOPES w w F 1 V j BASIN DESIGN CRITERIA STRUCTURE %_� �))) H T Z W WL PIPE CIA. ORIFICE H Ct Z
SUGGESTED AT FLOW ENTRY POINTS FOR O LL w LL ¢ < 1� ID ACRES ACRES CFS FT' FN FTE Fr FT FT FT FT FT FT FT FT IN IN x -m
EQUIPMENT ACCESS. � �O O= Oro DRAINAGE �I i1 Il BASIN 4�17 387 8 1418 REBREDPROVTI,D�ERiE08� UJ DPROB DEO DEPTH W2 2 15 3.5 800.4 8 4 1.26 li �
�w
966
LL r LL SKIMMER SEDIMENT
o
3. POROUS BAFFLES ARE REQUIRED ON ALL BASINS Z u O u O LL 1 T till; - 1,1 It
AND TRAPS PER LATEST EDITION OF NCDENR O w O AREA <10 AC. F MIN. 5 W o M
EROSION CONTROL MANUAL.
M n N n (ACRES) o
Z nn
EMERGENCY 3 -
MIN.LENGTH SPILLWAY
TO WIDTH 2:1 / N W K
\ \ RATIO / -
ys
tl o
_ _ 3 € dwZ
w MAX. / to-o7th Z
_ LENGTH TO 6:1 o Z
0 WIDTH RATIO m
BAFFLES
'2 CO
-- / --
o W jD�SUPPORT ROPE TO WIRE p
TO PREVENT SAGGING JJJ MIN. 1800(CU.FT. rc ..
STAKE TO SUPPORT WIRE \\ // 2 VOLUME STURBER AC. F3 6 p o
/ REQUIRED DISTURBED) PLAN VIEW w H Z o
SUPPORTTOPOST.TT SURFACE 325(SQ.FT. w z a
24'INTO BOTTOM OR SIDE ,_REQUIRED
AREA PER CFS J w m i
A
REQUIRED 010) • -W u f EMBANKMENT ce
INFLOW
STRUCTURE BAFFLES z w - W=S'MIN. w
DEWATERING o PROJECT#:23-23
,� ZONE T —T
1 .. DRAWN BY:JR
AVERAGE WIDTH(W) = AREA" EMERGENCY CHECKED BY:PC
L SPILLWAY
CORE FIBER MESH OR SIMILAR MATERIAL. 'AREA OF BASIN WATER SURFACE FILTER FABRIC u SEAL:
STAPLED OR TRENCHED INTO BOTTOM OR SIDE. AT TOP OF PRINCIPAL SPILLWAY SEDIMENT STORAGE ZONE COLLAREP ® \`\`SvFe i.f'.`:�O'X�i
CROSS-SECTION VIEW .Of;••• 3i'd"
SS•1J
O
POROUS BAFFLES SKIMMER BASIN c .u. SEAL��9_-
2994
GENERAL NOTES: f/-/1111%tO\/J\,
1. GRAVEL AND RIP RAP FILTER BERM BASIN 12-n 1-v/
SHOULD BE USED TO PROTECT EXISTING PIPE
INVERTS THAT DRAIN 5 ACRES OR LESS. #5 WASHED STONE CLASS I RIP RAP
6"MIN. REVISIONS:
2. DIMENSIONS SHOWN ARE THE MINIMUM
ACCEPTED UNLESS OTHERWISE NOTED. f 0 JR 12J1-2023
In1lia1 Plansel.
y 2'r IEIII
3. CLEANOUT PRIOR TO SEDIMENT REACHING HALF OFBERM BERM HEIGHT. F(, ow Y
H MIN FINISHED GRADE
PIPE
CLEANOUT ELEVATION(SEE SECTION
NOTE 3)
CLASS I RIP RAP
\\ \` II ill I " / „�
c\ 11 111 PIPE
7
j/ Project Title:
°, / Z- Lake Vision
l I \ \\\-
#5 WASHED STONE 6'MIN.THICK Commerical
X 3'MIN.HIGH
PERSPECTIVE VIEW VOLUME 3600 CF PER ACRE DISTURBED TO
TOP OF BERM ELEVATION.
SURFACE AREA RQUIRED=435 SF PER CFS Site
Q10.
Contact:
Lake Vision
3
Development,Inc
co GRAVEL AND RIP RAP FILTER BERM 2242 Long Cove Ct.
Sherrills Ford,NC 28673
12"
J coxsraucnoxwEcinwnox4 LENGTH AS NECESSARY 1. PREPARE SOIL BEFORE INSTALLING ROLLED 6. ADJACENT RECP'S MUST BE OVERLAPPED A K2 Map:
1 FEET TO GO THRU DIKE EROSION CONTROL PRODUCTS(RECP'S), APPROXIMATELY 2"-5"(DEPENDING ON RECP'S B CRITICAL POINTS Y P
INCLUDING ANY NECESSARY APPLICATION OF TYPE)AND STAPLED. A. OVERLAP AND SEAMS �-
4'MIN. RIP RAP AND LIME.FERTILIZER,AND SEED. //\
INTS TX/.THE TOP OF IliE
II PIPEI.. WASHED STONE T. IN HIGH FLOW APPLICATIONS,A STAPLE //
moosMII
FLEXIBLEwRRE snou oEE SLAKED ON E SHALL SE FLEXIBLE WI, e.xEavce �1 I� B. PROJECTED WATER LINE �j, /\\/\\
s. Pi RECUR,r i FILTER BERM NOTE:WHEN USING CELL-O-SEED DON NOT CHECK SLOT IS RECOMMENDED AT 30 TO 40 L_r '�
EwmrvD ixro A DISTURBED PREn. 18"FLEXIBLE PIPE , 1 SEED PREPARED AREA.CELL-O-SEED MUST FOOT INTERVALS.USE A DOUBLE ROW OF C. BOTTOM/SIDE SLOPE VERTICES ��f J` )T 6•• 0
En BE INSTALLED WITH PAPER SIDE DOWN. STAPLES STAGGERED 4"APART AND4"ON 11
� ..
ExexDraeEEDirva unsrorxEroaarr�. CENTER OVER ENTIRE WIDTH OF CHANNEL. C C/�,J V'.
EARTH DIKE 2. BEGIN AT THE TOP OF THE BY ANCHORING 1�"' • •
s. \ TIE DOWN - THE RECP'S IN A 6"DEEP X 6"WIDE TRENCH 8. THE TERMINAL END OF THE RECP'S MUST BE NOTE: �." 'D' ""' ::L::-
nEBsoxseLEsnmveexs=' mErxa+cwLv (10'MAX SPACING) Eg.,1,I'' WITH APPROXIMATELY 12"OF RECP ANCHORED WITH A ROW OF STAPLES/STAKES " \\\\\ \ \\\\
c _
EXTENDED BEYOND THE UP-SLOPE PORTION APPROXIMATELY 12.APART IN A 6"DEEP X 6" HORIZONTAL STAPLE SPACING SHOULD BE I ,,, , \\sl-�� j\///\//\\4 \\\/\//\"I ia
s ExOTZEZm=Cii wEssorrxE - 18"PIPE SEDIMENT PIT(NOT OF THE TRENCH.ANCHOR THE RECP'S WITH WIDE TRENCH.BACKFILL AND COMPACT THE ALTERED IF NECESSARY TO ALLOW STAPLES TO ,, , _I / ��/\
Ol'i REQUIRED IF BASIN AROW OF STAPLES/STAKES APPROXIMATELY TRENCH AFTER STAPLING. SECURE THE CRITICAL POINTS ALONG SURFACE. Imo'.......... ,'�\ / /
SILT _ 12"APART IN THE BOTTOM OF THE TRENCH. . `LL
IS DOWNSTREAM ,� \� /\\ O
H •
OF PIPE OUTLET) IN LOOSE ���I '::.:::::�. :.�. ��// ( /
BACKFILL AND COMPACT THE TRENCH AFTER NOTE: �\ �
1 41 MIN.)'r - STAPLING.APPLY SEED TO COMPACTED SOIL "IN LOOSE SOIL CONDITIONS,THE USE OF OR STAKE LENGTHS GREATER THAN 6"MAY BE !,I ///.
L _ AND FOLD REMAINING 12'PORTION OF RECP'S STAPLE OR STAKE LENGTHS GREATER THAN NECESSARY TO PROPERLY ANCHOR THE RECP'S. \ "LL"LL"LL
II I PROFILE BACK OVER SEED AND COMPACTED SOIL. 6"MAY BE NECESSARY TO PROPERLY /\\ LL I 11 ( / (�.
c 1 Fir SECURE RECP'S OVER COMPACTED SOIL WITH ANCHOR THE RECP'S.
_ I I I I' RIP RAP AND A ROW OF STAPLES/STAKES SPACE .. \/�/� \ - Q
o tF WASHED STONE APPROXIMATELY 12 ACROSS THE WIDTH OF O \\�\\/i\ 11 r ( \ North Arrow:
o FILTER BERM D /' / .
THE RECP'S. /\
TIE DOWN AT END I \\\ II ©
w •AT LESS THAN 1%SLOPE 3. ROLL CENTER RECP'S IN DIRECTION OF C O O O O • - - -
WATER FLOW IN THE BOTTOM OF CHANNEL. i1 / Ai "
iii GAINST THE SOIL SURFACE ALL \\\\/ - - - - - - - - O
e RECP'S MUST BE SECURELY FASTENED TO C O O O O �\\\\
SOIL SURFACE BY PLACING STAPLES/STAKES ;/\�`
i IN APPROPRIATE LOCATIONS AS SHOWN IN C O O O O i � //�
THE STAPLE PATTERN GUIDE.WHEN USING ,�(��'r/\/� - .\\j��
—'r THE DOT SYSTEM,STAPLES/STAKES SHOULD C O O O 91I\\�\
STAKES 3--, BE PLACED THROUGH EACH OF THE COLORED \\ ___.
DOTS CORRESPONDING TO THE C O O O SEAM STICH O Q
EXTEND TO EDGE APPROPRIATE STAPLE PATTERN.
OF DISTURBANCE C O O O O
SEDIMENT PIT(NOT 4. PLACE CONSECUTIVE RECP'S END OVER END
REQUIRED IF BASIN (SINGLE STYLE)WITH A 4"-6"OVERLAP.USE A C O O O O
IS DOWNSTREAM DOUBLE ROW OF STAPLES STAGGERED 4"
n OF PIPE OUTLET) APART AND 4"ON CENTER TO SECURE RECP'S C O O O O
j RIP-RAP APRON 5. FULL LENGTH EDGE OF RECTA AT TOP OF f..-20" Sheet Title:
SIDE SLOPES MUST BE ANCHORED WITH Erosion Control
p EARTH DIKE f 3.3'
ROW OF ST IN A 6'DEEP X APPROXIMATELY 3.4 STAPLES PER SQUARE YARD
� 12"APART IN A 6'DEEP X 6'WIDE TRENCH. Details
BACKFILL AND COMPACT THE TRENCH AFTER STAPLE PATTERN GUIDE"D"
STAPLING.
"-^-- 8'WIDE ROLLS
TEMPORARY SLOPE DRAIN TEMPORARY LINER INSTALLATION
. Sheet Number:
Li
C-3.03

r W ('
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT rc
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRucruRc VITN LINER
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. ._....-. -=I Z
activity being considered compliant with the Ground Stabilization and Materials Handling , i} :�: _
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the ,`v�
sections of the NCGO1 Construction General Permit(Sections E and F,respectively).The ;1"I;�• 576[e :1■L- o
projectpermittee shall comply with the Erosion and Sediment Control plan approved by the Collect ct' - troy
4. Collect all spent fluids,store in separate containers and properly dispose as -- > Ce
delegated authority having jurisdiction.All details and specifications shown on this sheet �1 "m,.Ya - U d
may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste(recycle when possible). rr:• r - z m
5. Remove leaking vehicles and construction equipment front service until the problem __litr ""' "m' p W -
SECTION E.GROUND STABILIZATION has been corrected. r _ p
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products '•'^^"^� ���~ rc W m v
Required Ground Stabilization Tlmefremes ar �,,,,,,,,,,con,. eea ��-�_ 2 co
to a recycling or disposal center that handles these materials. .-,�.,,.v.,.,-..a. ,w�,r...,, o
Stabilize within this �� "" o-'
Site Area Description many calendar Tlmeframe variations i'n"'''''N.MP'.eimv"ec egg.-Ca%raftin cTPunua 3 ij Z =a
days after ceasing UTTER,BUILDING MATERIAL AND LAND CLEARING WASTE m Ex
land disturbance 1. Never bury or burn waste.Place litter and debris in approved waste containers. ,m in 2
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS If1 m I�CC
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. V V
perimeter slopes 3. Locate waste containers at least 50 feet awayfrom storm drain inlets and surface €
2. Dispose of,or recycle settled,hardened concrete residue in accordance with local Z m m z
waters unless no other alternatives are reasonably available.
(b) High Quality Water 7 None and state solid waste regulations and at an approved facility. ° -o
(HQW)Zones 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 p `,.2'u
from upland areas and does not drain directly to a storm drain,stream or wetland. additionplace the mixer and associated materials on impervious barrier and within CO I1J m m
(c) Slopes steeper than If slopes are 10'or less In length and are P o
3:1 7 not steeper than 2:1,14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence. r ai
provide secondary containment.Repair or replace damaged waste containers. 4. Install temporary concrete washoutsper local requirements,where applicable.If an z c
allowed p ry q hPi z
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for °
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow.Clean up immediately if review and approval.If local standard details are not available,use one of the two o ^o a
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk W
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections.Stormwater accumulated within the washout may not be pumped into or
-10 days for Falls Lake Watershed - discharged to the storm drain system or receiving surface waters.Liquid waste must
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project.
ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least 50 feet from storm drain Inlets and surface waters unless It
(el Areas with slopes can be shown that no other alternatives are reasonably available.At a minimum,
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 PROJECT#:23-23
there Is zero slope waters unless no other alternatives are reasonably available. install protection of storm drain inlet(s)closest to the washout which could receive
Note:After thepermanent cessation of construction activities,anyareas with temporary3. Contain liquid wastes in a controlled area. spillsaor overflow. cea DRAWN BY:JR
r 7. Locate a pa in rot f he accessible t, di area,on level ground and installal a stone
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout.Additional controls may be required by the
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. CHECKED BY:PC
activity.Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project i
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits.Post si not a on the washout itself to identify this location. a SEAL:
GROUND STABILIZATION SPECIFICATION PORTABLE1. r all portable toilets on level ground,at least 50 feet away from storm drains, 9 overflow. Remove events from
the tarp,washout
sand bags or her ttemporary structuralcity to limit ® ..`..•itig^S •pf/��
Stabilize the ground sufficiently so that rain will not dislodge the soil.Use one of the streams or wetlands unless there is no alternative reasonablyavailable.If 50 foot E O '
components when no longer functional.When utilizing alternative or proprietary �'A:O .9
techniques In the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place ii:orroy�Tempnrerysrbllbaean Permenemstebtlbetlan on a gravel pad and surround with sand bags. products,follow manufacturer's instructions. 12894
• 10. At the completion of the concrete work,remove remaining leavings and dispose of
L
•Temporary grass seed covered with straw or •Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high In an approved disposal facility.Fill pit,if applicable,and stabilize any disturbance '
other mulches and tackiflers other mulches and tackiflers foot traffic areas. F� �•
caused by removal of washout. [
•Rydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material `1 C x` �
•Rolled erosion control produce with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace 11fIj1Illt�
without temporary grass seed •Hydroteeding with properly operating unit. I'2- A'-'j
•Appropriatelyapplied straw or other mukh •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES
•Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
•Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions. REVISIONS:
sufficient to restrain erosion 1. Show stockpile locations on plans.Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides In their original containers with the 0 JR 12-31-2023
•structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of Initial Planset.
retaining walls and surface waters unless It can be shown no other alternatives are reasonably accidental poisoning.
•Rolled erosion control produce with grass seed available. 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is
_ 2. Protect stockpile with slit fence installed along toe of slope with a minimum offset of possible or where they may spill or leak into wells,stormwater drains,ground water
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. or surface water.If a spill occurs,clean area Immediately.
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite.
construction,selecting from the NC OWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements.Soil stabilization is defined
3. Apply flocculants at the concentrations specified in the NCDWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs.
4. Provide ponding area for containment of treated Stormwater before discharging 1. Create designated hazardous waste collection areas on-site.
offsite. - 2. Place hazardous waste containers under cover or in secondary containment.
[Wi n-1 3. Do not store hazardous chemicals,drums or bagged materials directlyon the round.
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover ! ?t ,NORTH CAROLINA 88 8
or surrounded by secondary containment structures. t _ 'Environmental Quality
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
Project Title:
PARTIII PARTIII PARTIII Lake Vision
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING C 0 m m e ri cot
Self-inspections are required during normal business hours In accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported
below.When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site.The Permlttees shall report the following occurrences:
personnel to be in jeopardy,the Inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland.
which it is safe to perform the inspection.In addition,when a storm event of equal to or
greater than 1.0Inch occurs outside of normal business hours,the self-Inspection shall be The following Items pertaining to the business
plan shall be kept on site and available for to
the commencement of the next business dot An time when inspections Inspection at all times during normal business hours. (b) Oil spills if:
performedupon y. y pe
were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more,
Frequeacv (a)Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours,
inspect )during normal Inspection records must Include: and does not significantly deviate from the of the approved E&SC plan or complete,date Contact:
business hours) locations,dimensions and relative elevations and sign an inspection report that lists each • They cause sheen on surface waters(regardless of volume),or
([i Rai gauge Daily Daily rainfall amounts. shown on the approved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet of surface waters(regardless of volume). Lake Vision
maintained h If no daily rain gauge observations are made during weekend or I This documentation Is required u he
good workingholiday periods,and no Inelvldual'dav rainfall Information Is Pan. poor Development Inc
order available,record the cumulative ram measurement for thouun initial Installation of the E&SC measures or ifp
banded days Lnq this will determine it.site inspection Is the E&SC measures are modified after Initial (c) Releases of hazardous substances In excess of reportable quantities under Section 311
pi ceded).Days on which no rainfall occurred shall be recorded as Installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA 2242 Long Cove Ct.
The perm..may use another rain-monitoring dace (Ref:40 CFR 302.4)or G.S.143-215.85.
approved byte Olvbkn (b)A phase of grading has been completed. Initial and date a copy of the approved E&SC Sherrills Ford,NC 28673
(1)MSC at least once per I.identification oft.measures Inspected, plan or
complete,date and sign an Inspection
Measures 7calendar days 2.Dace and time of the inspection,, report to indicate completion of the (d) Anticipated bypasses and unanticipated bypasses.
and wean za a.Name of the permit performing me Inspection, construction Phase. Key Map:
noocos of la ram 4.indication of whether the measures were operating (c)Ground cover is located and installed Initial and date a copy of the approved E&SC
ent>.o inch In properly, Noncompliance with the conditions of this emit that may endanger health or the
= 24 hours 5.Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection le) P permit Y g
6.Description,evidence,and plan. report to Indicate compliance with approved environment.
(3)st identification of to dbmaree nudmrrincuectaedc, taken. ground coverspecif specifications.
discharge�� at
days r and timeof thepinmectiong, d The maintenance andre I Complete,date and rt.
...ins(SDP) and ,n Names erwn performing me inspection, () par Pete, sign an inspection repo 2.Reporting Timeframes and Other Requirements
yveentzt of sale a.omen,eofrodicamspenders of rmwarerolids or ciscoon such as on requirementsav for all med. C measures After a permittee becomes aware of an occurrence that must be reported,he shall contact
1.OIncM1 In indication of Raging or
seavinghesitpratlon, h been performed.
x4 Hours S.Indiction orvl:mid sediment leaving the site, the appropriate Dill regional office within the timeframes and In accordance with the
_ s...,evidence,and date m cerremve anions taken. (e)corrective actions have been taken Initial and date acopy of the approved E&SC other requirements listed below.Occurrences outside normal business hours may also be
(4)Perimeter of et least once per If visible sedimentation is found outside site llnlu,tin a record to E&SC measures. plan or complete,date and sign an Inspection
reported to the Department's Environmental Emergency Center personnel at(800)
site 7ularear days of the following shall be made: report to Indicate the completion of the 858-0368.
and within 24 1.Actions taken to dean up or stabil.the sediment teat has left corrective action.
noent or a rain me site ion,e 2.Additional Documenttion to be Kept on Site
l.oain In t.Description,evidence,and date of corrective actions taken,and P Occurrence Reporting Tlmaaamas)After Discovery)end Other Requirements
rsmane
I 24 hours n explanation as to the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)Visible sediment • Wythin 24 bows,an oral or electronic notification.
o 3 release site and available for inspectors at all times during normal business hours,unless the deposition ins twtlNnlealeeazr days,a report that contains adescription of the
(wetlands
ersr 7caleAt ndar tancepem stream
If the mhas
smmwnbndsad lncreasedNsm from the
cole nstruction
Ora Division provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition.
orhere onsrce end within24ys activity,then a record or the following sia he made:
ruNnn this requirement not practical: Division staff may waive the requirement fora written report ono
L [where hours of Description,evidence and ante ofineapProxtlons actions...,and case-by-case basis.
o accessible) event>2.0 Inch in Records of the required reports to the appropriate thisskn (a) This General Permit as well as the Certificate of Coverage,after It is received. • If the stream is named on the Sc 3031d1 impaired for
24 hours 2 Regional Office per Part III,Section C,Item(2)(a)of permit related causes,the permit-tee may be required to perform additional
'
o (s)0round After each phase 2.the phase of grading(installation of perimeter Ease b Recordsof insduring previous twelve months.The permitteeshall monitoring,inspections or apply more stringent practices If staff North Arrow:
a neeniuelon of grading drainages,ncenreand gmbbmalnsunenon of storm () inspections made thewideterminehthe
that additional requirements are needed to assure compliance
drainage facilities,compinlon mulland-einurang record the required observations on the Inspection Record Form provided by the with the federal or state Impaired-waters conditions.
measures activity,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements.Use of
ground rayed• electronically-available records In lieu of the required paper copies will be allowed if (b)Oil SOWS and • Within aham,an oral or electronic notification.the notification
x.Documentation that the required ground stabilisation release of shall Include information about the date,time,nature,volume and
o measures have been provided within the required shown to provide equal access and utility as the hard-copy records. hazardous location of the spill or release.
N timeaame or an assurance that they will be provided as 3.Documentation to be Retained for Three Years substances per Item
',2 soon as possible. All data used to complete the a-NOI and all inspection records shall be maintained fora period 1(b)-(c)above
NOTE The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request.[40 CFR 122.41] (c)Anticipated • A report or least ten days before the date of the bypass,lfpossible.
bypasses[40 CFR The report shall include an evaluation of the anticipated quality and
122.4101)(3)] effect of the bypass.
PART II,SECTIONG,ITEM 14) (d)Unantklpated • Within 24 haute,an oral or electronic notification.
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses Lao CFR • Within 2calemd y;rdaareportthem includes an evaluation of the
122.41(m)(3)j quality and effect of the bypass.
(el Noncompliance • Within 24 hours,an oral or electronic notification.
-_ Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions • W/MMk 2calendar days,a report that contains a description of the
for maintenance or close out unless this is infeasible.The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,and its causes;the period of noncompliance,
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and if the noncompliance ham not
health or the been corrected,the anticipated time noncompliance Is expected to
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions In which it will occur.The non-surface withdrawal tttoImnmeml40 continue;and steps taken or planned to reduce,eliminate,and
CFR 122.41(I)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(1)(6). Sheet Title:
Shall not commence until the E&SC plan authority has approved these items, • Division staff may waive the requirement for awritten report on Erosion Control
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, Dive-by-case basis.
n (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin.Examples of appropriate controls include Details
o properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems,
(d) Vegetated,upland areas of the sites ora properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, !`"s
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and (�.,frr NORTH CAROLINA
(f) Sediment removed from the dewatering treatment devices described in item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. >Environmental Quality
j Sheet Number
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 C-3.04