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SITE AREA STABILIZATION STABILIZATION TIME (PINCHED) adu19Ns2F6m 1910-026-6m IC4264
0 1 I I \ \ DESCRIPTION TIME FRAME FRAME EXCEPTIONS em..6dwmwm,ewm
PERIMETER DIKES,
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ZWATER ONES(HOW) 7 DAYS NONE -_____---- II ```��limiO<
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\ REVISIONS
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N 581,606.399 I
E 2,104,682.098 I N/F \ N/F
ELEV 204.941 0. I ROBERT A.SCANTLIN&WIFE, CHARLES G.WILLIAMS
NC GRID NAD 83 DIANA L.SCANTLIN DB 1010,PG 611
(2011) I I DB 4036,PG 313 \ PC F,SLIDE 137-B _
NAVD 88 I 1 PB 2010,PG 240 go,2
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- 27 CONSTRUCTION SEQUENCE
N/FNOW OR FORMERLY I 42 41 40 / 30
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PROPERTY LINE I /'-
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—ADJACENT PROPERTY LINE O AND DIVERSION BERMS WHERE SPECIFIED.
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—- 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS
- - - - -SETBACK LINE A I / 31 / TO REMAIN GRASSED.
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-// OVERHEAD UTILITY N I n .C/ -� , I 7. INSTALL INLET PROTECTION ON ALL NEW STORM WATER INLETS.
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PERMANENT EASEMENT F__. -�_ -mII • --_-_ .'. � 8. PERFORM FINE GRADING.
- X FENCE UNE cm 53 1�. zt3 A(?A'NDON DRIVE I Ats'7• .• __ • • �1 / 9 INSTALL AND PREPARE BASE COURSE.
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PP•UTILITY POLE m N� J �.• OU'r OOl • • • _0• • EROSION CONTROL MANUAL.
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W GUYUYER VALVE J ` -•I• 220-" 221 222 2 o PERMIT FOR CONSTRUCTION ACTIVITIES MUST BE REQUESTED BY THE
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NOTIFICATION OF COMBINED SELF-MONITORING AND SELF-INSPECTION EROSION CONTROL NOTES CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY I
FORM: AGAINST EROSION DUE TO RAIN,WIND AND RUNNING WATER
1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR WITHIN 14 DAYS.USE SEEDING AND MULCHING,EROSION N/F 1/2"
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. CONTROL MATTING,AND/OR SODDING AND STAKING IN I LARRY E.BYRD ERB
TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP GREEN SPACE AREAS AND OTHERWISE APPROPRIATE DB 2743,PG 56 1?
ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT AND INLET PROTECTION DEVICES WHEN THE STORAGE MEASURES.USE EARLY APPLICATION OF GRAVEL BASE ON PB 2010,PG 260 w
TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CAPACITY HAS BEEN APPROXIMATELY 50%FILLED.GRAVEL AREAS TO BE PAVED.
CONTROL PLAN IS BEING FOLLOWED.RULES DETAILING THE WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE No 18 17
2010. REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT FINAL STABILIZATION AND PERMANENT VEGETATION HAS 21E 1705 Page Road
BECOMES ABOUT 0.5'DEEP AT THE FENCE.THE SEDIMENT BEEN ESTABLISHED,IT IS RECOMMENDED THAT NCDEQ I
TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS AND FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A APPROVE THE ACTION PRIOR TO REMOVAL. Godwin,North Carolina 28344
NPDES SELF-MONITORING REPORTS,DWQ AND DEMLR DEVELOPED A PROPER BARRIER. 10.THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED Phone:[phone]
COMBINED FORM,THE SELF-INSPECTION PROGRAM IS SEPARATE FROM CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION - - _
THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR ACTIVITY. I . 2)2,2m
PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF
PERMIT FOR CONSTRUCTION ACTIVITIES.THE FOCUS OF THE 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL 218
SELF-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED I/2 - LOU
BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE
EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION ERB
OR AT THE EARLIEST POSSIBLE POINT DURING ACTIVITIES. GRADING NOTES N 58i 296.830
APPROVED PLAN.THE INSPECTIONS SHOULD BE CONDUCTED AFTER CONSTRUCTION. 12.THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE NC
2,106,519.705 PROJECT INFORMATION
EACH PHASE OF THE PROJECT,AND CONTINUED UNTIL PERMANENT ACTIONS AND PERFORMANCE OF ANV OTHER PARTIES C GRID NAD 83
GROUND COVER IS ESTABLISHED.THE FORM CAN BE ACCESSED AT, 3. TEMPORARY&PERMANENT EROSION CONTROL MEASURES 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL (2o11) 60 51 TE
SHALL BE CONSTRUCTED PER THE DETAILS HEREIN,OR PERFORMING WORK ON THIS PROJECT. ALLCONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF THE CURB,UNLESS OTHERWISE NOTED.
E HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH 13.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE 2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2%AND SO
6 CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY LONGITUDINAL SLOPE NO STEEPER THAN 5%, DESIGNED BY: BRETT
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,PLEASE DESIGN MANUAL. RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN 3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE
CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT(910)433-3300. 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ ONCE EVERY WEEK.ANY NEEDED REPAIRS WILL BE MADE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.THE CONTRACTOR SHALL INSPECT AND MAINTAIN p DRAWN BY: BRETT
OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. m
LAND DISTURBING ACTIVITIES.910-433-3300 14.PURSUANT TO G.S.113A-57(2),THE ANGLE FOR GRADED 4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE CLEARED OF WEEDS,DEBRIS,TOPSOIL, CHECKED BY: SCOTT
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR SLOPES AND FILLS SHALL BE NO GREATER THAN THE AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND
8.
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR HAS BEEN COMPLETED PROJECT NUMBER: 1924
PAVEMENT AREAS.REMOVAL SHALL BE ON A DAILY BASIS OTHER ADEQUATE EROSION CONTROL DEVICES OR 5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER TO PROTECT ADJACENT PROPERTY, ,f^
WHEN TRACKING OCCURS. STRUCTURES.IN ANY EVENT,SLOPES LEFT EXPOSED WILL, THE PUBLIC AND UTILITIES DURING GRADING OPERATIONS.THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE
6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY(50)FEET WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY UNDERGROUND UTILITY PIPES,CONDUITS,OR STRUCTURES,WHETHER SHOWN OR NOT ON THE PLAN BA
FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE PHASE OF GRADING,BE PLANTED OR OTHERWISE PROVIDED 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE DRAWING SCALE
i CHANNEL.IF REMAINING FOR MORE THAN SEVEN DAYS, WITH TEMPORARY OR PERMANENT GROUND COVER,DEVICES AND BELOW GROUND,SHOWN OR NOT SHOWN ON THESE PLANS.THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE O
Cr
STABILIZE THE STOCKPILES BY VEGETATIVE COVER,TARPS, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION.
o OR OTHER MEANS.CONTROL EROSION FROM ALL PURSUANT TO G.S.113A-57(3),PROV1510NS FOR 7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER GRADING BY THE CONTRACTOR TO 4 HORIZONTAL:1°=100'
STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST.IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY
TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
MUST BE NO LESS THAN FIVE FEET FROM THE 90 CALENDAR DAYS FOLLOWING COMPLETION OF 8. STOCKPILE AREAS THAT WILL EXCEED 10'IN HEIGHT SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED BY
O DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT CONSTRUCTION OR DEVELOPMENT. SILT FENCE.
9Ell MORE THAN 24 HOURS. 15.CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION 9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK DATE RELEASED
S ` 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHOWN AND ANY ADDITIONAL IS IN PROGRESS.
P. CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING 10.ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN GRAPHIC SCALE
DRAINAGE AREA HAS BEEN STABILIZED.INSPECT THE COURSE OF CONSTRUCTION. TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO HANDLE THE STORM WATER ARE CONSTRUCTED.THE JUNE 1,2023
below.
EROSION AND SEDIMENT CONTROL DEVICES ON 16.ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
I Know what's below. A DAILY BASIS AND REPLACE DETERIORATED,DAMAGED,OR NECESSARY,AND MULCHED ACCORDING TO HE DETAILS 11.ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR TO
Call
before ROTTED EROSION CONTROL DEVICES IMMEDIATELY. HEREIN. IMPLEMENTATION OF THE CHANGE. = Ell
11
you dig. 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED 17.THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT 12.ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL BE LINED WITH NORTH AMERICAN GREEN 575 11
AREAS WHICH HAVE BEEN FINISH GRADED,AND ALL ARISE ON SITE IS BRYAN SHARPE.CONTACT 910-985-1139. TEMPORARY EROSION CONTROL BLANKET OR EQUAL SUBSTITUTE. SHEET NUMBER
DENUDED AREAS IN WHICH GRADING OR SITE BUILDING ( IN FEET)
1 inch= 100 ft.
i
` 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 6 0
1