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fR000NSTRUCTION SEQUENCE SELF-I SPEC OF COMBINED SELF-MONITORING AND R N NTR N FNI A URBI M F 4 H R PRI R T INNIN ANY ARI H RA IN R IT IA N TR TI N PRAT( N PU IAN V T S.113A-A ,TH TI N
E OSO CO OL OTES 0 CE U 0 8 OU S 0 0 BEG G C G D G O S E BULD G CO S UC O O E O S ED EL 0 LL C CES S DESG ED �Jsotutions
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V SELF-INSPECTION FORM: LAND E AL SOIL ACTIVITIES. ANTS910-433-3300 ARE NOT ACTIVELY UNDERWAY AGAINST4D EROSION DUE ITON RAIN,14.SLOPES A TO G.S. HALL BE
N,THE ANGLEERFOR GRADED ��
4,q =, (`� 1. OBTAIN ALL NECESSARY O PERMITS AND APPROVALS AND HOLD 1. ALL AI INLET/OUTLET FAILURE EN WILL BE CHECKED FOR 5. DEPOSE ALL SOILS ANDS AND
SEDIMENTS TRACKED EN OTHERWISE MIND ING RUNNING N COVER WITHIN I4 DAYS.USE SEEDING AND SLOPES AND FILLS SHALL BE G GREATER THAN THE ANGLE
PRE CONSTRUCTION CONFERENCE. 200 SEDIMENTATION THAT PERSONSSO CONTROL O ACT WAS AMENDED IN MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. REMOVALS NATO PUBLIC ADA PRIVATE PAVEMENT KINGS. MULCHING,EROSION NN CONTROL ASTAND,AND OR SODDING AND THAT CAN BE RETAINED CONTROL D BY VEGETATIVE COVER OR OTHER
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D 2. INSTALL STONE CONSTRUCTION ENTRANCE TEMPORARY SILT 2006 TO RE UIRE RESPONSIBLE FOR
R QSEDIMENT WILL BN REMOVED FROM HE TORAGE APAC AND OCCURS. SHALL BE ON A DAILY BASIS WHEN TRACKING MEASUG S.USEEE RLY A LICATI AND GRA EL APPROPRIATE EVENTASE PES LEE EXPSE DWILLES OR STRUCTURES.14EC.IN ANY ypl Prim-W vz.fm0aiue Nc zeros
/ep h,� a FENCE,SILT FENCE OUTLETS,AND DIVERSION BERM WHERE LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY HAS OCCURS. MEASURES.USE EARLY APPLICATION OF GRAVEL BASE ON EVENT,SLOPES LEFT EXPOSED WILL,WITHIN 7 OR 14 CALENDAR
0 'N� amw 1910+2F6%1)fa 1910-026-6111 rumerlG96a
21GC cy INSTALIED. PHASE OF THE PROJECT ECT TO MAKE SURE THAT THE APPROVED BEEN PLACED WHEN
MEN.GRAVEL WILL G CLEANED 6. NYLOCATE SOIL OR PRIVATE NO LESS THAN FIFTY E CHANNEL FNNE F IFS DOE NO TOME EPAVED. ORYS HF COMPLETION D TH TEMPT AR GRADING, A PLANTED AUWmIWm.wm
'( cR 4. INSTALL TEMPORARYT EESIT EA TRAP. FOL OW AND LED(DET(LING CONTROLU PLAN IS BEING PR PERLYCED WHEN THE ESEDIMENTREPOOL R LO THIN DRAINS REY PUNGICRPRIVATE N SEVEN DR S,STA IL TH IF 9. DO NOT AFTER
ANY EROSION TECTE AND SEDIMENTASUCONTROL OR OTHERWISE OI E,DEVICES WITHRTEMPORARY OROF PERMANENT TO
s o WRIC11 AVE 4. CLEAR AND GRUB THE SITE AS NEEDED. FOLLOWED.RULES DETAILING THE DOCUMENTATION OF THESE PROPERLY. SEDIMENT WILL BE REMOVED FROM BEHIND THE REMAINING FOR MORE THAN SEVEN DAYS,STABILIZE THE DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE FINAL GROUND COVER,DEVICES A STRUCTURES SUFFICIENT TO
bE84 5. ROUGH GRADE THE SITE
AREAS REMAIN GRASSED. FENCE.
APPLY TEMPORARY SEEDING TO INSPECTIONS TOOK EFFECT OCTOBER 1,2010. SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5'DEEP AT THE STOCKPILES BY VEGETATIVE COVER,TARPS,OR OTHER MEANS. STABILIZATION AND PERMANENT VEGETATION HAS BEEN RESTRAIN EROSION.PURSUANT TO G.S.113A-57(3),PROVISIONS
:El((y N OR 4S' FENCE.THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT ESTABLISHED,IT IS RECOMMENDED THAT NCDEQ APPROVE THE FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN
2p _ RO/ 4- 6. INSTALL UTILITIES. TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS MAINTAIN A PROPER BARRIER. BARRIERS AROUND THE PILES.TEMPORARY STOCKPILES ACTION PRIOR TO REMOVAL. EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS
P o PAR,---4/"UST Rd1L FAMILY 7. INSTALL INLET PROTECTION ON ALL NEW STORM WATER INLETS. AND NPDES SELF-MONITORING REPORTS,DWQ AND DEMLR 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT LOCATED ON PAVED SURFACES MUST BE NO LESS THAN FIVE 10.THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED WITHIN 90 CALENDAR DAYS FOLLOWING COMPLETION OF
` 8. PERFORM FINE GRADING. DEVELOPED A COMBINED FORM.THE SELF-INSPECTION FACILITIES INTENDED TO CONTROL EROSION OF AND EARTH FEET FROM THE DRAINAGE/GUTTER LINE AND SHALL BE CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION CONSTRUCTION OR DEVELOPMENT. \\\\�11llllff#I#�
9� nr s 90.INSTALL
LL AND PREPARE BASE COURSE. PPROGRAM ROGRAM IS SEPARATE
ESRSOM THE TLRKLYRST FOR
SELF-MONITORING DISTURBANCE OPERATION SHALL BE INSTALLED BEFORE ANY COVERED IF LEFT MORE THAN 24 HOURS. ACTIVITY. 15.CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION \\ \�RQ�
5 EARTH DISTURBANCE OPERATIONS TAKE PLACE OR AT THE 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL 11.THE INSTALLATION OF EROSION CONTROL MEASURES SHALL CONTROL MEASURES SHOWN AND ANY ADDITIONAL MEASURES N•.••• /
11.FERTILIZE,SEED AND MULCH ALL REMAINING DISTURBED AREAS. CONSTRUCTION ACTIVITIES.THE FOCUS OF THE `�• ASS/ ••\2
x 12.UPON SITE STABILIZATION,SEEK NCDEQ APPROVAL TO REMOVE SELF-INSPECTION REPORT IS THE INSTALLATION AND EARLIEST POSSIBLE POINT DURING CONSTRUCTION. DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION ACTIVITIES. REQUIRED TO CONTROL THE SEDIMENT DURING THE COURSE OF •f11F �,f._
3. TEMPORARY&PERMANENT EROSION CONTROL MEASURES SHALL HAS BEEN STABILIZED.INSPECT TEMPORARY EROSION AND 12.THE PERMITTER SHALL BE HELD RESPONSIBLE FOR THE ACTIONS CONSTRUCTION. ''tt'' ''99
g �+ � ALL TEMPORARY MEASURES. MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL •4 r_
pf^ 13.ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS MEASURES ACCORDING TO THE APPROVED PLAN.THE BE CONSTRUCTED PER THE DETAILS HEREIN,OR SHALL BE SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE AND PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK 16.ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS SEA _
s OUTLINED IN THE DETAILS WITHIN THE PLANS AND ACCORDING INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF CONSTRUCTED IN ACCORDANCE WITH THE NORTH DESIGN
NA DETERIORATED,ICEMEDAMAGED,OR ROTTED EROSION CONTROL ON THIS PROJECT. NECESSARY,AND MULCHED ACCORDING TO THE DETAILS HEREIN. D2
SSITEzp EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN DEVICES IMMEDIATELY. 13.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE 17.THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT
y A / TO THE NCDEQ EROSION CONTROL MANUAL. THE PROJECT,AND CONTINUED UNTIL PERMANENT GROUND MANUAL. 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY ARISE ON SITE IS TOM HOLLINSHED.CONTACT 910-864-8787.
14.TERMINATION OF COVERAGE UNDER THE NPDES GENERAL COVER IS ESTABLISHED.THE FORM CAN BE ACCESSED AT: 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ WHICH HAVE BEEN FINISH GRADED,AND ALL DENUDED AREAS IN RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN % •«GINS \�
_• REQUESTED BY PERMIT
THE PERMITT CONE STRUCTION
NOTICE OF TERMUNATION ST BE HTTP://PORTALNCDENR.ORG/WEB/LR/EROSION ONCE EVERY WEEK.ANY NEEDED REPAIRS WILL BE MADE ���0 1111,8(\VVV`\Q\
(NOT). THE NOT IS AVAILABLE AT IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
NORTH HTTPS://EDOCS.DEO.NC.GOV/FORMS/NCG01-TERMINATION. PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT(910) US3U-.z3
PLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT MUST 433-3300.
BE UPLOADED AS PART OF COMPLETING THE NOTICE OF N/F
VICINITYMAP TERMINATION PROCESS. I THE DCITY OF B 3621,FAAYETTSVILLE
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/ \229.00 REILLY ROAD INDUSTRIAL PARK,LLC I ify%y,
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1,995,627.676
ELEV 230.810 �� " A � �� PROJECT INFORMATION
ANC GRID NAD 83 /'� I \ GRADING NOTES -_ j� �� �o
a / NA�p1188 \ I 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CON TRACTOR.ALL SPOT ///---ELL- /��
ELEVATIONS ARE TO TiE FINISHED GRADE OF THE CURB,UNLESS OTHERWISE NOTED. f1 DESIGNED BY: BRETT
2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2%AND LONGITUDINAL SLOPE NO
STEEPER THAN 5%. I DRAWN BY: BRETT
3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED
R EROSION AND SEDIMENTATION CONTROL PLAN.THE CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR I _- -- -- - --- --- -- CHECKED BY: SCOTT
r ANY DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. -
GROUND STABILIZATION CHART 4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE CLEARED OF WEEDS,DEBRIS,TOPSOIL AND ALL OTHER --- -- --- -_ --- ---
" -- - _ 229 PROJECT NUMBER' 1945
1 O DELETERIOUS MATERIALS; NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS BEEN COMPLETED - -- --- __ _
SITE AREA STABILIZATION STABILIZATION TIME - ---
`�� SITE
TIME FRAME FRAME EXCEPTIONS I 5. PROTECTIVE MEASURES SHALL BE TAKEN BY CON CONTRACTOR AND THE OWNER TO PROTECT ADJACENT PROPERTY,ICE PUBLIC AND -
• \ UTILITIES DURING GRADING OPERATIONS.THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND UTILITY PIPES,CONDUITS,OR _ '
PERIMETER DIKES, STRUCTURES,WHETHER SHOWN OR NOT ON THE PLAN DRAWING SCALE
below. SWEETS,DITHCES 7 DAYS NONE 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND.
Know what's AND SLOPES SHOWN OR NOT SHOWN ON THESE PLANS.THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR STRUCTURES CAUSED BY
HIGH QUALITY WATER HIS OPERATION. •
P (HOW)ZONES 7 DAYS NONE I 7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE HORIZONTAL:)°=2O'
Call before you dig. IF SLOPES ARE 10'OR I STABILITY PROBLEMS EXIST IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY PROBLEM THE ENGINEER OF RECORD SHOULD BE •
N SLOPES STEEPER LESS IN LENGTH AND ARE NOTIFIED.
7 DAYS 8. STOCKPILE AREAS MAT WILL EXCEED 10'IN HEIGHT SHOULD BE GRADED WITH 3,1 SLOPES AND SURROUNDED BY SILT FENCE.
�y THAN 3:1 NOT STEEPER THAN ED 9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. DATE RELEASED
x 14 DAYS ARE ALLOWED 10.ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN TRANSPORT E NATURAL •
GRAPHIC SCALE SLOPES 3:1 OR 7-DAYS FOR SLOPES I TH
I DRAINAGE UNTIL FACILITIES TO HANDLE THE STORM WATER ARE CONSTRUCTED.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
TITER 14 DAYS GREATER THAN 50 FEET DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
^' IN LENGTH 11. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF THE MAY30,2023
20 0 10 20 H0 80
_ II ALL OTHER AREAS NONE
CHANGE.
i
12.ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 TEMPORARY EROSION
a WITH SLOPES FLATTER 14 DAYS (EXCEPT FOR - - -_
PERIMETERS AND CONTROL BLANKET OR EQUAL SUBSTITUTE.
THAN 4:1 HQW ZONES) I 13.STORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF THE BOX FOR ALL STRUCTURES UNLESS OTHERWISE NOTED. -- _ - - - - - - ---- -- $HEETNUMBER
( IN FEET)
u, 14.ALL STORM PIPE TO BE CLASS III RCP UNLESS OTHERWISE NOTED. - - - - -- - _ 1
iO 1 inch= 20 ft. 12.MAINTENANCE OF DRAINAGE EASEMENTS AND DRAINAGE STRUCTURES OUTSIDE OF NCDOT R/W TO BE MAINTAINED BY OTHERS(NOT NCDOT). _ _ __ _
1 MAIL KIOSK AND SIDEWALK MAINTENANCE ALSO TO BE PERFORMED BY OTHERS(NOT NCDOT). -
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED C-3.0
s I II