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N Pl -•�' 3 a / JESSIE W.ROBINSON&WIFE, PB 59,PG 71 LINE 1 2^ 1F{Id••I(u �60�p DITCHES TO BE LINED 1NTH NAG S75 / =//'--R616OM
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/ / ..�\K1%��:�w 'Y. W. 00. LEGEND: (�
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�/ ' /- PIPE 1 1132 48 t TO BEITCH REINFORCED 0.0Figfi 1.
BENIT 134- A Qo EIR E%ISTNG IRON ROD
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STAPLE �wcU Too • EIR
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_ NOT TO SCALE 6o R 30_ 7 �
` / ® N ro /��� 10 ro EPK-EXISTING PK NAIL
RB L�' �9VI<- RAP DISSIPATER\ DITCH/!3 n \ / / / O N ERN/F-NOW ORR FORMERLY
_ �\` TO BE SEEDED iP 7 9
\ L=9'W=4.5'10.5' o'0A / \
REMOVE DRIVEWAY PIPE U � j } Dab"D.�12" WITHIN 7 DAYS G 0- \ ` 7 \ 13a_ ® / „3'I' R/W-RIGHT OF WAY
\\ &CLOSE DRIVEWAY// \CLASS B 18"THICK \ �_ fo Y3'3'3'rt O Oo ` �• RCP-REINFORCED CONCRETE PIPE
EPK\, I • C'A_ O PROPERTY LINE
F
\ " -.30 / / ,Vo \\ w A G \ 133® © / / / -ADJACENT PROPERTY LINE
\ \ ( 1 \ Ta cr, w1 0 / f' CHECK DAM / \ RIGHT-OF-WAY
\\ rz9, • \ \ t 7 \ O \ WITH WEIR LIMITS OF CONSTRUCTION I _._ ._.
\\\ \ \ / 133- DITCH -- (TYP) �(4.5 AC) • -SETBACK LINE
\\ \\ \ \\`\ \\ N\ ��N TO B ITCH FOR / TO BE REINFORCED L C� ti •\ - o //o OVERHEAD(UTILITY
• E REIN CED
\ r DITCH - _ _--- WOODEN FENCE
I2jo I \ #7WITH NAG 575 MATTING {/ 0
/ \a \ W1TH NAG 575 MATTING / INLET / STAPLE PATTERN D LOCH \ /
/ B STAPLE PATTERN D _ TO BE REINFORCED LOCH .JC � �.TREE LINE
// \ =\ / DITCH 2 e3 PROTECTION WITH NAG S75 MATTING.
\� \ C 1 l TO BE SEEDED M RIP RAP DISSIPATER DITCH#6 -(LOC- _ ��=L0 L.�.7 13a - •� �. - x SPOT ELEVATION
\ ,\-4,
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DITCH st WITHIN 7 DAYS n TO BE REINFORCED STAPLE PATTERN D _�0�� S '" \ °a°'
���� '\ �. , - C L:9'W-4,5'/10.5' WITH NAG S75 MATTING. LOC LOCH LOC L.�-E_-U•C• T �= .1385,0 z$BENCHMARK
\ PIPE 2 w 132�52 D�8'D.,�1Y L. STAPLE PATTERN D _t32 - - - _ 133 .� 132.a] 1 Ip yi, _ ®SIGN
N., \ TO BE SEEDED 48.00 LF S V RCP CLASS B 18"THICK .- - INV 128.0o r
'\ WITHIN 7 DAYS " �� \' "' 13252 _ - ,- 132 1324J ' 1323 �'1 ELECTRICAL METER
\ ' v ,. 1L0 aA=s v RCP iY'_ - o 1s1�, CALLOWAY DRIVE ,3' .�� TT OLIGH7 POLE
52% V;INV 12945y� 131 sr-�" � 130 /
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y ' 11 t - 13235 • / I. I 18'CLASS V•Ca ®__ 13s � 132 Z �30 �COCDIVIIt510N BERM C GUY WIRE
r / tat]]- i{ 13050 �� 131,s6-131 33 SF- � rap On 1:0�� "II UTILITY POLE
2i t t 132.7J 11215� 5E • �\„DITCH ,O� 001 - t,. LOLL TO BE SEEDED
\ \ \ „ T 129 �"- SF= Ol l p10 \ ♦ -�G �'MTHIN 7 DAYS O TELEPHONE PEDESTAL
`O \ V I1; 1] 13250 132.50 - WATER VA_ 130.a5 131.00 OOl�OOI / / TO BE SEEDED '� \301-X .�oU DI ( ) P• D4 LVE
-132 INV 12]80�
M^ 's= 13z_..-. -0 /r 7 /3A� / �W THIN 7 DAYS TO BE DITCH�9 +++
l s\ \ \ e 1�•6� t/RE%15TENG ouT
MOUND TO B� TRIP RAP DISSIPATERS 1 r 4 KI I //A�// J O �A2 '' WITH NAG RS75 MATTING ,,//�, �8 - - R 0
\ C \` vL � � FIRE HYDRAN
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ILDNGS PROJECT NAME
TO BE SEEDEDIN WASTE AREAS I Dr�B'D12" / \ _�� F L 3 W 1/3 4 CL
/�,�•/� cuss B 113"THICK I `?m N o\ L / ` \ \ \ \ O T 1 ; yyr" o D D.:=12" BUILDINGS
\ \ •7i_ / WITHIN 7 Dy��/-�- -- =_ ---:_2., I o c= y 1 /// __ {L 12 "�J' 9\�9\ CLASS B 18'THICK' (ASPHALT
\ �\<�_ J 19 a D I TO BE E NFORCEO / / / O 1\ \ \ ` S E.y / I CONCRETE Lac-Lcc-UNITS OF CONSTRUCTION
\ Cl''-- "C4Y 20 0o rl WITH NAG 575 MATTING / //� \ '�'s� p sr s
\ \ \ CONCRETE O `� ♦ /+ '<' \ / - -SILT FENCE LINE
CONSTRUCTION SEQUENCE \`\`\\\ \ I O 00"L �kpg_ POOH 29 98 D T 1 STAPLE PATTERN D / ' �� \ , ' 30 , / �y✓• -w-.x B AYWOO D
\\y\VVV���� A Z �12g'gg _ STOCK PILE/ s I -JUTE NETTING
22 n1 \ C.° --WASTE AREA_ 30
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS '\�\ / \ \ J / / • ' ` -MY-�'-DIVERSION BERM
AND HOLD PRE CONSTRUCTION CONFERENCE. \\\\ \ \• \ N \ 1 129 81 \ // , // \ \ ^�� .AO °INLET PROTECTION PRESERVE
2. INSTALL STONE CONSTRUCTION ENTRANCES, �- / /A
TEMPORARY SILT FENCE,AND TEMPORARY DIVERSION \\\ \\y / / Yg / / //ff � �� +rm. \ / //TEMP )R1 Y SKIMMER BASIN 2
BERMS WHERE SPECIFIED. \�\ '� BRQKEN CCN CKLIE / ]2981 75 / /v ZZ _ 'SO I /'S�3. CONSTRUCT TEMPORARY SKIMMER BASINS. \\\ ( (/(11 / J V �9 4 / L=65'•W=25',D=3' / _
4. CLEAR AND GRUB THE SITE AS NEEDED. \I � \ \ 129.4g / / W\ / 4 ;0' SIDE SLOPES-2:1 SUBDIVISION
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY \\ \\ \ / I r / / -,•y0 / TOP OF BASIN: 131.00' /�
SEEDING TO AREAS REMAIN GRASSED. \\ \ / / /I/w W BOTTOM OF BASIN: 128.00' I /
6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS \ 1 I ..,( n \/ X - 6'EMERGENCY SPILLWAY: 130.00'
SHOWN. I 1 ) \ p DITCH 13 \ 1 •]r / \ /\� v "i 3 ♦ INVERT OF SKIMMER' 12800' I
7. INSTALL UTILITIES. \ 1sI\ /- - - - TO BE REINFORCED ', \ ` W SIDE SLOPES OF BASIN ARE TO k I /POP IS-7
2
8. INSTALL INLET PROTECTION ON ALL NEW STORM WATER \ L. �� % WITH NAG 575 MATTING , i - •
�. .y0 / RE SFFOFT WITHIN SEVEN DAYS. T I
INLETS. TBM 4D NAIL#4 �1/2 V STAPLE PATTERN D tt��'. / _- 4 v / 7 / "ATTACH A 1.5"FAIRCLOTH SKIMMER(OR EQUAL) N/F
9. PERFORM FINE GRADING. ER / ' OPHILLIP EDWARD STROUBLE&WEE,
10.INSTALL AND PREPARE BASE COURSE. N 488,511.354 \\ \ / O I I ���. z2 ��/ q ,/�, WITH 0.9"ORIFICE FOR DEWATERING THE
E 2,070,430.088 _ , ( / J }0 SEDIMENT BASIN DURING CONSTRUCTION. KIMBERLY KAY STROUBLE
11.PAVE ROADWAYS. ELEV 130.93 \\\ r / - CD TEMPORARY ( / DB 3865,PG 605
12.FERTILIZE,SEED AND MULCH ALL REMAINING P / / ' ' PC 67,PG 44
DISTURBED AREAS. NC GRID NAD 83 ` 1 L - / 18 '. SILT FENCING /' 4 / �, o
13.UPON SITE STABILIZATION,SEEK NCDEQ APPROVAL TO (2011) (\ I \ / DITCH12� \N= ( ) yA 4' / .20 •/ \
REMOVE ALL TEMPORARY MEASURES. NAVD 88 \\\\,\'„ I\1 , �! / TO BE REINFORCED of 12S / / p•0 \
14.ALL EROSION CONTROL MEASURES SHALL BE \II n / WITH NAG 575 MATTING y \ / / / / A
CONTROL NED AS OUTLINED IN THE DETAILS WITHIN THE I t\ \ III -/ - ) / STAPLE PATTERN D :;‘,..
.. STOCK PILE/ / / `z G \
PLANS AND ACCORDING TO THE NCDEQ EROSION L. 3\II\\ \1 `N.^RLTE t/ / I L WASTE AREA . �i O o •
P O \\ I GRADING AND
15.TERMINATION OF COVERAGE UNDER THE NPDES IIIp �\ / / % m
GENERAL STORMWATER PERMIT FOR CONSTRUCTION 1 III \ / / / O / _ - (`\ACTIVITIES MUST BE REQUESTED BY THE PERMITTEE 1 I __ / / `_ \ /��_�, / / / ' C)y \ EROSION
VIA A NOTICE OF TERMINATION(NOT). THE NOT ISIi -4
-4 `� y� Tyn \\AVAILABLE AT: -- / RIP RAP DISSIPATER P` / LX ,yo •\HTTPS://EDOCS.DEO.NC.GOV/FORMS/NCG01-TERMINATION. L=3'W=1'/3' mpry� TEMPORARY SKIMMER BASIN Q7 m CONTROL PLAN
PLEASE NOTE THAT THE CLOSE OUT INSPECTION I \ // / - DN=8"Do�12' 3"I _ L=105',W=40',D=3' ''' CA
REPORT MUST BE UPLOADED AS PART OF COMPLETING 1 / / / / CLASS B 18"THICK/c•' j sv.� / SIDE SLOPES=2:1 4 \\
THE NOTICE OF TERMINATION PROCESS. I I - O A
/ / _� / TOP OF BASIN: 129.00' h
1 // _ OOi�- / �G/ BOTTOM OF BASIN: 128.00' ` \
GROUND STABILIZATION CHART I \ ,�I �j� ��/ / 10'EMERGENCY SPILLWAY: 128.00'
1 / //,/r- INVERT OF SKIMMER' 126.00' • \
SITE AREA STABILIZATION STABILIZATION TIME I I E 5oC / �i•� s \ ✓/ // i SIDE SLOPES OF BASIN ARE TO �.pF, \
DESCRIPTION TIME FRAME FRAME EXCEPTIONS \3 UT ,/ ` \ //1 , RE SFEDFD WITHIN SEVEN DAYS
I II 1 / //� **ATTACH A 2.0"FAIRCLOTH SKIMMER(OR EQUAL) \ ` CLIENT
p m WITH 0.8"ORIFICE FOR DEWATERING THE
PERIMETER DIKES, II 0 // � • ` .p 4 \
SWALES,DITHCES 7 DAYS NONE I / / 4 ., ., ., ., v / SEDIMENT,BASIN DURING CONSTRUCTION. N
F, • \
AND SLOPES ��,,� w ,i,
HIGH GDADTY �_ N / �/ �'� /3° ��N�"�� 713 \,o • -- 1•EIP 1"CP TRAP PROPERTIES
ZWATER ONES(HOW) 7 DAYS NONE \ p O I -✓ <_ w w /30 �PC' �� \ F\ PINCH TOP PINCH 1oL LLC
30 "4, 1
IF SLOPES ARE 10'OR 'I �"
SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE I 0 1 - __ 30/ ` 30 , w �' \ ` '9�
THAN 3:1 NOT STEEPER THAN 2:1, I I " \ 1 30 t -y0 -of,
14 DAYS ARE ALLOWED c> '�. NOTIFICATION OF COMBINED SELF-MONITORING AND
`✓.N II o N/F 3O 30/ • SELF-INSPECTION FORM:
SLOPES 3:1 OR 7-DAYS FOR SLOPES \ A - EVELYN L.STACKLEY Az / ,
FLATTER 14 DAYS GREATER THAN 50 FEET ; Z NORMA A.STACKLEY ,/30 30 /•, _ --"THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 3102 Main Street
IN LENGTH i DB 8650,PG 465 30 �� OP() __-� 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
ALL OTHER AREAS NONE DPB 136,PG 804,PG 31 /30 - '•, ��GHO g2R SZREES -_--� PHASE LAND-DISTURBING
THE PROJECT TOS MAKEECT A SURE THATECT THEAFTER EACH Hope Mills,North APPROVED Phone:[phone] Carolina 28348
(EXCEPT FOR I 3a f -R EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
WITH SLOPES FLATTER 14 DAYS PERIMETERS AND \ / 6�R/`" -�- FOLLOWED.RULES DETAILING THE DOCUMENTATION OF THESE
THAN 4:1 HOW ZONES) 30 ...,./." INSPECTIONS TOOK EFFECT OCTOBER 1,2010.
./ •
3� /. /i
TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS
GRADING NOTES AND BELOW GROUND,SHOWN OR NOT SHOWN ON THESE EROSION CONTROL NOTES CHANNEL.IF REMAINING FOR MORE THAN SEVEN DAYS, /�� ACTIVITIES. AND NPDES SELF-MONITORING REPORTS,DWQ AND DEMLR PROJECT INFORMATION
PLANS.THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE STABILIZE THE STOCKPILES BY VEGETATIVE COVER,TARPS, 12.THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE DEVELOPED A COMBINED FORM.THE SELF-INSPECTION
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS 1 ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR OR OTHER MEANS.CONTROL EROSION FROM ALL ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL OPERATION. MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. PERFORMING WORK ON THIS PROJECT. PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED 7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH ' SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES 13.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTION ACTIVITIES.THE FOCUS OF THE DESIGNED BY: SEAN
GRADE OF THE CURB,UNLESS OTHERWISE NOTED. DURING AND AFTER GRADING BY THE CONTRACTOR TO , AND INLET PROTECTION DEVICES WHEN THE STORAGE MUST BE NO LESS THAN FIVE FEET FROM THE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY SELF-INSPECTION REPORT IS THE INSTALLATION AND
2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST.IF IT CAPACITY HAS BEEN APPROXIMATELY 50%FILLED.GRAVEL DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL DRAWN BR: SEAN
SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2%AND IS DETERMINED THAT THERE IS A SLOPE STABILITY WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL/ MORE THAN 24 HOURS. ONCE EVERY WEEK.ANY NEEDED REPAIRS WILL BE MADE MEASURES ACCORDING TO THE APPROVED PLAN.THE
LONGITUDINAL SLOPE NO STEEPER THAN 5%. PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF CHECKED BY: SCOTT
3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL 8. STOCKPILE AREAS THAT WILL EXCEED 10'IN HEIGHT REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING 14.PURSUANT TO G.S.113A-57(2),THE ANGLE FOR GRADED THE PROJECT,AND CONTINUED UNTIL PERMANENT GROUND
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED
BECOMES ABOUT 0.5'DEEP AT THE FENCE.THE SEDIMENT DRAINAGE AREA HAS BEEN STABILIZED.INSPECT SLOPES AND FILLS SHALL BE NO GREATER THAN THE COVER IS ESTABLISHED.THE FORM CAN BE ACCESSED AT: PROJECT NUMBER: 1916
WITH THE APPROVED EROSION AND SEDIMENTATION BY SILT FENCE. '" FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR HTTP://PORTALNCDENR.ORG/WEB/LR/EROSION
'" CONTROL PLAN.THE CONTRACTOR SHALL INSPECT AND 9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PROPER BARRIER. A DAILY BASIS AND REPLACE DETERIORATED,DAMAGED,OR OTHER ADEQUATE EROSION CONTROL DEVICES OR
P MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY. STRUCTURES.IN ANY EVENT,SLOPES LEFT EXPOSED WILL, IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. IN PROGRESS. PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT(910) DRAWING SCALE
4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE 10.ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED AREAS WHICH HAVE BEEN FINISH GRADED,AND ALL PHASE OF GRADING,BE PLANTED OR OTHERWISE PROVIDED 433-3300.
z PLACED SHALL BE CLEARED OF WEEDS,DEBRIS,TOPSOIL, SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE,, DENUDED AREAS IN WHICH GRADING OR SITE BUILDING WITH TEMPORARY OR PERMANENT GROUND COVER,DEVICES
- AND ALL OTHER DELETERIOUS MATERIALS: NO FILL SHALL TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO OR AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. HORIZONTAL:1°=60,
BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HANDLE THE STORM WATER ARE CONSTRUCTED.THE ' CONSTRUCTION. AGAINST EROSION DUE TO RAIN,WIND AND RUNNING WATER PURSUANT TO G.S.113A-57(3),PROVISIONS FOR
HAS BEEN COMPLETED CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE #43 TEMPORARY&PERMANENT EROSION CONTROL MEASURES WITHIN 14 DAYS.USE SEEDING AND MULCHING,EROSION PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION
g 5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. SHALL BE CONSTRUCTED PER THE DETAILS HEREIN,OR CONTROL MATTING,AND/OR SODDING AND STAKING IN MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 811 0 CONTRACTOR AND THE OWNER TO PROTECT ADJACENT 11.ANY DEVIATION FROM THE APPROVED GRADING PLAN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH GREEN SPACE AREAS AND OTHERWISE APPROPRIATE 90 CALENDAR DAYS FOLLOWING COMPLETION OF
PROPERTY,THE PUBLIC AND UTILITIES DURING GRADING SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND MEASURES.USE EARLY APPLICATION OF GRAVEL BASE ON CONSTRUCTION OR DEVELOPMENT. DATE RELEASED
OPERATIONS.THE CONTRACTOR ASSUMES ALL LIABILITY FOR TO IMPLEMENTATION OF THE CHANGE. I`11� DESIGN MANUAL. AREAS TO BE PAVED. 15.CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION
5 THE UNDERGROUND UTILITY PIPES,CONDUITS,OR 12.ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR V4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEO 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL CONTROL MEASURES SHOWN AND ANY ADDITIONAL GRAPHIC SCALE
STRUCTURES,WHETHER SHOWN OR NOT ON THE PLAN MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 iii"' OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING JULY 19,2023
° below.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY TEMPORARY EROSION CONTROL BLANKET OR EQUAL LAND DISTURBING ACTIVITIES.910-433-3300 FINAL STABILIZATION AND PERMANENT VEGETATION HAS THE COURSE OF CONSTRUCTION.
a Know what's below. THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE SUBSTITUTE. 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR BEEN ESTABLISHED,IT I5 RECOMMENDED THAT NCDEQ 6.ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE APPROVE THE ACTION PRIOR TO REMOVAL. NECESSARY,AND MULCHED ACCORDING TO THE DETAILS h = Ell 11
S Call before you dig. PAVEMENT AREAS.REMOVAL SHALL BE ON A DAILY BASIS 10.THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED HEREIN.
9 WHEN TRACKING OCCURS. CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION 17.THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT SHEET NUMBER
6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY(50)FEET ACTIVITY. ARISE ON SITE IS CHRIS ROBERTS.CONTACT ( IN FEET)
FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE 11.THE INSTALLATION OF EROSION CONTROL MEASURES SHALL 910-987-2900. 1 inch= 60 ft.
TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION
g
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