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\ \ \\ \ \ \ 2.44 AC. DRAINAGE \
\ \ \\ \ \ \ AREA. SEE DETAIL 8 178.20 \ \ \ \ \
SHEET CE-501
POROUS I \ \ J "� SILT FENCEOUTLET, ' \\\\^
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\ \ \ \ 11.19 AC. DRAINAGE \ \ \ 1 `�' 6R�TTON W
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SEE DETAIL 4 / I \� �A 1 TDD2 171.78 \
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AREA. SEE DETAIL 8 DIVERSION DITCH, V
CD /� W _W _ 416 \ SHEET CE-501 10.56 AC. DRAINAGE 0 I I I
6 \ \ \ �
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/ \ \ CE-501 TEMPORARY WATTLE
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(TYP.) / .J �\ \ �����" 5 SHEET CE-501` �\ \ \ \III I
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\\ \\ \ \ \ \ \ TEMPORARY SEDIMENT" W 7 W
BASIN WITH SKIMMER, 7.06 * �� >� i� °\. ` (* I I I 1 1 I I J�1 \ -
\ AC DRAINAGE AREA. SEE- + '4, �15g + \\
DETAIL 3 SHEET CE-502 + �`_ v\\ .�,
314 LF SILTFENCE(SF2) p l I t / / TEMPORARY WATTLE 171
DOUBLE ROW), SEE 69.00 / /
( ( / T I__1/ CHECK DAM (TYP.)
\ \ \ 11 I I I I I ( // \\\ \ / / - i / �/ W W W W W W W DETAIL 5 SHEET CE-501 / / / \ - -, 1 I / SILT FENCE
\ 1 I I I I I III / \\�\ / (W I l l OUTLET, SEE
1 I III III) / \\\ \ - , // / ! W W WET-LANCS - I W I(/ 1 /��l l l J 1 / / �) I / / DETAIL 3 °I' LOD -7= L0�
I 1 \ IIII I I I / _ \ / / / / �s TDD1 / / / _ I L / SHEET CE-501
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, i DRAINAGE AREA. SEE / / // AREA. SEE DETAIL I // / / / I 173.00' / I 192 �
°- �'ss, DETAIL 8 SHEET CE-501 / �' / 173.00 \ 8 SHEET CE-501 / / �/
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I I I I I I I I III 1 I I �-I- / ( /// // / / / / / / // / ( ), POROUS 1 0 - - �'
DOUBLE ROW), SEE / �" - ` -
\ I I I SHEET CE-502 \ I I -I f -� - - -
/ DETAIL 5 SHEET CE-50l /I I ( / / //I / / / \ / / \ / // / o / / / / / /�/ // / BAFFLES (TYP.) �n\i �20X50 CONSTRUCTION
/ / / / o / / I I INLET PROTECTION (2 ENTRANCE (TYP.), SEE 1
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1I/ W W W W W W POROUS / ' 170.00 I I `�/ // / / ry/ / /// / (SF5) (DOUBLE -� �� (TYP.), SEE DETAIL I I 20� 208 194
/ W I DETAIL 1 SHEET CE-501 J
I I (III / / / I I BAFFLES (TYP.) I I 1 I I �� I 174.99 /� / / / W �/ RO / OLDENBURG 1 I
`Y WI W ti / W), SEE DETAIL TSB3 5/CE-502
/ / \ w ! I I I I I I (III / I I l / / / / x / / /'Il� / % 5 SHEET CE-501 / TEMPORARY SEDIMENT TDD8 = _ (45' PUBLIC/R/W)E �_ \Cn
SILT FENCE OUTLET.
T• I I I I / / / �` j �/ BASIN WITH SKIMMER, 16.27 212 LF TEMPORARY
(TYP.), SEE DETAIL 3 I I I 1 i / / W / SILT FENCE - SS - L SS -�- /
�" I I I � � 1 � / '� / / /OUTLET, SEE AC. DRAINAGE AREA. SEE 8" SS
SHEETCE-501 I Mom-\JL riDIVERSION DITCH, 1.24AC /SS / SSI SS
I \ / DETAIL 3 i DETAIL SHEET CE-502 - DRAINAGE AREA. SEE �- 7`--
_ - / / / / I \ 1 I ► 1 I l /�S / �S/ / / / / / co ON AREA / DETAIL 8 SHEET CE-501
TST11 1 I ( I is W / .4, SHEET CE-501 � /
TEMPORARY SEDIMENT TRAP I ( ( I I 1 I I \ / ! / / Z TSB2 �W, , o1,
SEE DETAIL 1 SHEET CE-503 1 I 464 LF SILT FENCE FAIRCLOTH / /
I 1 c \ \ \ \ / / TEMPORARY SEDIMENT BASIN
W W W W W W y l W l I W !� 11 II, 1 1 i \ (SF4), SEE DETAIL 5 /
TEMPORARY DIVERSION \ I \ SKIMMER (TYP.),/ / / / /WITH SKIMMER, 29.21 AC.
\ \ \ \ \ \ \ SHEET CE-501 SEE DETAIL 4 DRAINAGE AREA. SEE DETAIL 3 / / I f- / j
DITCH, SEE DETAIL 8 \ \ \ \ SHEET CE-502 / 1
T SHEET CE-501 \ \ \ \ I I l / I SHEET CE-502
W/� 1 (� \ \ \\ \ \ \ \ _ MAINTAIN SILT FENCE MAINTAIN RIPRAP �`O �/ / I I 100 0 100 200
W W W W W W
_ \ \ \ / OUTLET, SEE DETAIL 3
OUTLET PROTECTION
SHEET CE-501 (TYP.)
IW ( I ` \ \ I � , , N I SCALE: 1 "=100' (Horiz.)
w v v v v v v Iv I I i t 1 \ \\ \ \ / / I ^/ / / 1"
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2 1 SEDIMENT AND EROSION CONTROL STAGE 1 1"=100'
SEAL
SEAL
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40,IlHIIIwi,L11f�1�,````
A01 &CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
GFB DEVELOPMENT III, LLC
CAMDEN PRESERVE
HOPE MILL. CUMBERLAND COUNTY. NORTH CAROLINA
EROSION CONTROL SYMBOLS
CONSTRUCTION ENTRANCE
INLET PROTECTION
SILT FENCE OUTLET
SKIMMER
C
WATTLE CHECK DAM
OUTLET PROTECTION (OP)
SILT FENCE
- SF
LIMITS OF DISTURBANCE
- LOD
-0
BAFFLES
- >TDD TEMPORARY DIVERSION DITCH (TDD)
EXISTING MAJOR CONTOUR LINE
EXISTING MINOR CONTOUR LINE
ca- TEMPORARY SKIMMER SEDIMENT BASIN (TSB)
PHASE 1 CONSTRUCTION SEQUENCE NOTES
1. OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBANCE
ACTIVITY.
2. COORDINATE MAINTENANCE OF SERVICE WITH UTILITY PROVIDERS.
3. A PRE -CONSTRUCTION CONFERENCE MUST BE HELD 48 HOURS PRIOR TO THE START OF
ANY CONSTRUCTION ACTIVITIES. THE EROSION CONTROL INSPECTOR, ENGINEER, AND
CONTRACTOR SHALL BE IN ATTENDANCE.
4. ESTABLISH LIMITS OF DISTURBANCE AS SHOWN.
5. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AS SHOWN. CONTRACTOR
SHALL MAINTAIN A SUFFICIENT GRAVEL ENTRANCE UNTIL FINAL SUB -GRADE IS
ESTABLISHED. IF DIRT/MUD GETS ON THE STREET, THEN AWASH RACK WILL NEED TO BE
INSTALLED.
6. INSTALL TEMPORARY SEDIMENT BASINS WITHIN THE LIMITS OF CONSTRUCTION AS
SHOWN ON THE PLANS. ESTABLISH THE TEMPORARY BAFFLES AND TEMPORARY
SPILLWAY PLUS THE PERMANENT OUTLET STRUCTURE, OUTLET PIPE, FLARED END
SECTION AND PIPE OUTLET STABILIZATION. CONNECT THE TEMPORARY SKIMMER TO
THE PERMANENT OUTLET STRUCTURE ORIFICE.
7. INSTALL TEMPORARY DIVERSION DITCHES AS SHOWN ON THE PLANS IN ORDER TO
CONVEY RUNOFF INTO THE TEMPORARY SEDIMENT BASINS.
8. COMMENCE CLEARING, GRUBBING, AND STRIPPING WITHIN THE LIMITS OF
CONSTRUCTION. STRIP EXISTING GRADE TO A DEPTH OF 8" AND HAUL AWAY MATERIAL
TO AN OFF -SITE PERMITTED LOCATION. COMMENCE ROUGH GRADING WITHIN THE
LIMITS OF DISTURBANCE TO BRING THE SITE TO THE PROPOSED SUBGRADE LEVEL. THE
CONTRACTOR SHALL ESTABLISH THE ROUGH GRADING WORKING FROM THE HIGH END
OF THE SITE TO THE LOW END OF THE SITE, MAINTAINING POSITIVE DRAINAGE TO THE
TEMPORARY SEDIMENT BASIN THROUGHOUT ESTABLISHMENT OF SITE GRADING.
9. PROVIDE TEMPORARY STABILIZATION AND SEEDING AS NECESSARY TO PREVENT
EROSION ONCE FINAL GRADES ARE ESTABLISHED. REFER TO SHEET CE501 FOR
GROUND STABILIZATION CRITERIA AND SEEDING SCHEDULE.
GENERAL EROSION CONTROL NOTES
1. SEE 1/CE102 - EROSION AND SEDIMENT CONTROL MAINTENANCE NOTES AND 2/CE502 -
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING FOR REQUIREMENT
MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES
2. SILT FENCE AND/OR TREE PROTECTION FENCE TO BE PLACED AT OR INSIDE LIMITS OF
DISTURBANCE. THE PLANS ILLUSTRATE THE FENCING AS AN OFFSET FROM THE LIMITS
OF DISTURBANCE FOR GRAPHIC CLARITY.
3. THE LIMITS OF DISTURBANCE LINE HAS BEEN SHOW AS AN OFFSET FROM THE
PROPERTY LINE FOR GRAPHIC CLARITY.
4. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
5. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
VIOLATION OF STATE LAW AND IS SUBJECT TO A FINE.
6. GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 14 CALENDAR DAYS
7 DAYS FOR DITCHES) FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A
PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR
90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF NCDEQ.
8. SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
9. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR,
ENGINEER, AND OWNER.
10. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 14 WORKING DAYS,
ALL DISTURBED AREAS MUST BE STABILIZED.
11. WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT, THE CONTRACTOR SHALL INSPECT AND
REPAIR, AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES.
12. ALL ACTIVITY AND INSTALLATION OF EROSION CONTROL MATTING WILL BE COMPLETE
PRIOR TO ANY RAIN EVENT.
EROSION CONTROL MAINTENANCE NOTES
1. THE FOLLOWING EROSION CONTROL MAINTENANCE NOTES SHALL BE ADHERED TO
DURING THE ENTIRE CONSTRUCTION PERIOD. SEE ALSO, EROSION CONTROL DETAIL
SHEETS CE501 - CE503 FOR ADDITIONAL MAINTENANCE NOTES.
2. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AND REPAIRED,
AS NECESSARY, EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS OF EVERY ONE-HALF
(0.5) INCH OR GREATER RAINFALL.
3. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL
PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES
AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES
MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR
OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED
ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
4. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE
ANY REQUIRED REPAIRS IMMEDIATELY.
5. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR
BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
6. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE
TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
7. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE
AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED.
8. ALL AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
9. RIPRAP SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR DISLODGED STONES.
CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED IN SOME LOCATIONS.
10. STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS
ARE VISIBLE OR SEDIMENT IS TRACKED ON TO THE PAVEMENT. STONE WILL BE
PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH.
THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS REQUIRED.
11. INSPECT TEMPORARY SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
REMOVE SEDIMENT, AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE
THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE
THE PART OF THE GRAVEL FACING THAT IS IMPAIRED BY SEDIMENT.
12. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY
CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW
THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE
EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP -RAP DISPLACED FROM THE
SPILLWAY MUST BE REPLACED IMMEDIATELY.
13. AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED,
REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND
WITH THE ADJOINING AREAS, AND STABILIZE PROPERLY.
14. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT
AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT
ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO
ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE
SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST
CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOCS DO NOT
HOLD DOWN THE SKIMMER.
LIMITS OF DISTURBANCE
AREA:34.00 AC
LAT: 34' 58' 23.7324"N
LONG:78° 59' 52.6848"W
1 1 LEGEND AND NOTES
SEDIMENT AND EROSION CONTROL
STAGE 1
DATE:
05.13.2022
MICE PROJ. #
08304-0002
DRAWN
JEB/DCO/THL
DESIGNED
JEB/DCO/THL
CHECKED
THL
PROJ. MGR.
THL
SCALE
HORIZONTAL:
1 "=100'
VERTICAL:
STATUS: PERMIT DRAWINGS
M&C FILE NUMBER
CE-101
DRAWING NUMBER
El
REMSIONS J
www.mckimcreed.com

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DIVERSION DITCH. SEE
DETAIL 8 SHEET CE-501 1+
+ + LIMITS OF +-_-7 DISTURBANCE (TYP.) /
MAINTAIN 287 LF SILT FENCE INLET PROTECTION
/(TYP.), SEE DETAIL
(SF3) (DOUBLE ROW, SEE -501 AND2/CE
+ + + + DETAIL 5 SHEET CE-501 -5025/CE
W W MAINTAIN SILT FENCE
OUTLET (TYP), SEE
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DETAIL 3 SHEET CE-5011 11
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53 PERMANENT I PERMANENT \ \ \ \ 'zo
DIVERSION DITCH DIVERSION DITCH PERMANENT psi \ \ \ \ \ \
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' I SHEET CE-503 SHEET CE-503 (PDD4), SEE DETAIL 2
52 171.75' 1174.00' \ SHEET CE-503 \ \\ \ \ \ \ \ \ \ \ \ \
co 1 168.93' \ \ 45 44 170.67' - � ' - � \ \ � \ \ \ \ \\ \ \
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\ AREA. SEE DETAIL 8
(TYP.), SEE DETAIL � \ L SHEET CE-501 \ 124 \ 12 \ 85 \ 1 186
2/CE-501 AND
5/C-E-502 J \ I I
38 9 112
37 \ 1-1 1131 / / I r -N7
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TEMPORARY SEDIMENT TRAP
SEE DETAIL 1 SHEET CE-503 I MAINTAIN 464 LF SILT -' / MAINTAIN FAIRCLOTH'
W W W W y W I W / FENCE (SF4), SEE \ \ ✓ SKIMMER (TYP.), SEE
W W W W W W W I WI / I DETAIL 5 SHEET CE-501 DETAIL 3 SHEET CE-502
N SILT FENCE
III\ \\OUTLET, IISEEDETAIL3
SHEETCE-501
2 1 SEDIMENT AND EROSION CONTROL STAGE 2
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00 n Cr
A01 &CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone], Fax: [phone]
License: F-1222
www.mckimcreed.com
GFB DEVELOPMENT III, LLC
1 "=100'
CAMDEN PRESERVE
HOPE MILL. CUMBERLAND COUNTY. NORTH CAROLINA
EROSION CONTROL SYMBOLS
CONSTRUCTION ENTRANCE
INLET PROTECTION
SILT FENCE OUTLET
SKIMMER
C
WATTLE CHECK DAM
OUTLET PROTECTION (OP)
SILT FENCE
SF
LIMITS OF DISTURBANCE
LOD
BAFFLES
>TDD TEMPORARY DIVERSION DITCH (TDD)
EXISTING MAJOR CONTOUR LINE
- 39 - -
EXISTING MINOR CONTOUR LINE
-40
PROPOSED MAJOR CONTOUR LINE
39-
PROPOSED MINOR CONTOUR LINE
TEMPORARY SKIMMER SEDIMENT BASIN (TSB)
STAGE 2 CONSTR. SEQUENCE NOTES
1. BEGIN STAGE 2 SEDIMENT AND EROSION CONTROL UPON COMPLETION OF CLEARING,
GRUBBING AND STRIPPING OPERATIONS, ROUGH GRADING OF THE SITE, AND AS
INSTALLATION OF THE PROPOSED STORMWATER DRAINAGE NETWORK BEGINS.
2. MAINTAIN EROSION CONTROL MEASURES FROM STAGE 1 INTO STAGE 2 AS INDICATED.
THIS INCLUDES SILT FENCING, SILT FENCE OUTLETS, BAFFLES, FAIRCLOTH SKIMMERS,
DIVERSIONS, TEMPORARY SEDIMENT TRAP, AND CONSTRUCTION ENTRANCES.
3. AS FINAL GRADING OCCURS CONTRACTOR SHALL MAINTAIN DRAINAGE PATTERNS. ALL
DISTURBED AREAS SHALL BE DIRECTED TO SEDIMENT AND EROSION CONTROL MEASURES
DURING GRADING ACTIVITIES.
4. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES MUST REMAIN IN PLACE AND
BE MAINTAINED BY CONTRACTOR UNTIL SUCH TIME THAT ALL CONTRIBUTING DRAINAGE
AREA TO THE MEASURE IS STABILIZED.
5. AS STORM DRAIN NETWORK IS INSTALLED CONTRACTOR SHALL PROVIDE AND MAINTAIN
INLET PROTECTION AT ALL INLETS. REFER TO INLET PROTECTION DETAILS FOR MORE
INFORMATION.
6. INSTALL TEMPORARY GROUND STABILIZATION MEASURES, WHERE POSSIBLE AND AS
REQUIRED, IN ALL AREAS OUTSIDE OF IMMEDIATE CONSTRUCTION ZONES.
7. COMPLETE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.
8. ESTABLISH PERMANENT GROUND COVER AND OVERALL SITE STABILIZATION.
9. CONTRACTOR SHALL COORDINATE WITH PROJECT ENGINEER TO DETERMINE WHEN SITE
STABILIZATION IS ACHIEVED.
10. TEMPORARY SEDIMENT BASINS MAY BE CONVERTED TO PERMANENT STORMWATER
CONTROL MEASURE CONFIGURATION ONLY AFTER ALL CONTRIBUTING DRAINAGE AREAS
ARE STABILIZED. CONTRACTOR SHALL COORDINATE WITH PROJECT ENGINEER.
11. PRIOR TO ISSUANCE OF NOTICE OF TERMINATION OF THE SEDIMENT AND EROSION
CONTROL PERMIT, CONTRACTOR SHALL REMOVE ALL SILT FENCING, WATTLE CHECK
DAMS, FAIRCLOTH SKIMMERS, INLET PROTECTIONS, TEMPORARY CONSTRUCTION
ENTRANCES, AND ANY OTHER TEMPORARY SEDIMENT AND EROSION CONTROL
MEASURES. RIP RAP OUTLET PROTECTION AND RIP -RAP STABILIZATION SHALL REMAIN IN
PLACE.
EROSION CONTROL MAINTENANCE NOTES (CONTINUED
15. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY. REPAIR THE BAFFLES IF THEY ARE DAMAGED.
RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
16. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE
COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
17. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY
JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE
DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE
SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE
SKIMMER TO SEE IF IT IS CLOGGED, IF SO REMOVE THE DEBRIS.
18. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND
THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE
SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
19. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS
WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT,
SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR
PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL
TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
20. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL
PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM
PLUGGING WITH ICE.
21. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL, TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES.
TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT, AND REPLACE IF
DAMAGED DURING CLEANOUT OPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED
HALF THE DESIGNED STORAGE DEPTH.
22. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE
ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE,
AND STABILIZE IT.
23. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION
RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE
AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL
TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
24. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER)
RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO
PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR
UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
25. INSPECT COMPOST SOCKS/WATTLES WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL
EVENT (1/2 INCH OR GREATER). REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS. THE
COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TOM. IF PONDING BECOMES
EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A
DIFFERENT MEASURE. THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR
DISLODGED. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS
COMPLETE AND THE AREA ABOVE THE MEASURE HAS BEEN PERMANENTLY STABILIZED.
26. REMOVE THE SEDIMENT THAT HAS ACCUMULATED WITHIN THE CONTAINMENT AREA OF
THE DANDY BAG WHEN BAG IS HALF FULL OR AS RECOMMENDED BY MANUFACTURE.
CONTRACTOR SHALL INSPECT INLET PROTECTION DANDY BAGS AT LEAST WEEKLY AND
AFTER EACH RAINFALL EVENT EQUAL TO OR GREATER THAN 1/2" OF PRECIPITATION.
REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE AND VICINITY OF
THE UN IT AFTER EACH STORM EVENT.
27. INSPECT SILT FENCE OUTLET PERIODICALLY, IN ACCORDANCE WITH ITEM 2 ABOVE, AND
AFTER EACH SIGNIFICANT RAINFALL EVENT (GREATER THAN OR EQUAL TO 1/2..
PRECIPITATION) FOR DAMAGE AND SEDIMENT ACCUMULATION TO CONFIRM THE DEVICE IS
FUNCTIONING PROPERLY. AT A MINIMUM, REMOVE SEDIMENT FROM THE DEVICE WHEN
ACCUMULATIONS REACH ONE-HALF THE HEIGHT OF THE SEDIMENT CONTROL STONE.
28. REPLACE OR CLEAN THE SEDIMENT CONTROL STONE AS NEEDED TO ALLOW WATER TO
DRAIN THROUGH THE DEVICE BETWEEN RAINFALL EVENTS.
29. REBUILD AND/OR REPAIR THE DEVICE WHEN IT IS DAMAGED. REPAIR AREAS WHERE SILT
FENCE OUTLET BECOMES UNDERMINED DUE TO CONCENTRATED FLOWS.
LIMITS OF DISTURBANCE
AREA: 34.00 AC
LAT: 34' 58' 23.7324"N
LONG: 78° 59' 52.6848"W
1 1 LEGEND AND NOTES
SEDIMENT AND EROSION CONTROL
STAGE 2
DATE:
05.13.2022
MCE PROJ. #
08304-0002
DRAWN
JEB/DCO/THL
DESIGNED
JEB/DCO/THL
CHECKED
THL
PROJ. MGR.
THL
SCALE
HORIZONTAL:
1 "=100'
VERTICAL:
STATUS: PERMIT DRAWINGS
M&C FILE NUMBER
CE-102
DRAWING NUMBER
5
REMSIONS
J