NCC232743_Site Plan or Location Map_20230913

MCKINNON I \\\� ■LJ1�Ie
DRIVE -----Y GRADING NOTES GROUND STABILIZATION CHART 1 :� A 1
BR 00D LEGEND: solutions
DRIVE 1. ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OR Ep�ECM-EXISTING CONCRETE MONUMENT PP•UTILITY POLE SITE AREA STABILIZATION STABIUZATON TIME I K��LJ ` i`
EDGE OF PAVEMENT,UNLESS OTHERWISE NOTED. DESCRIPTION TIME FRAME FRAME EXCEPTIONS
1272 2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES EI Oc EIP-EXISTING IRON PIPE E. GUY WIRE /
Civil engineering I land surveying
ORMSBY DRIVE 3 . SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2%AND o COMPUTED POINT Dd WATER VALVE PERIMETER DIKES, I o 009 Chicago mne sugelu.Fyevevme NC 2S306
LONGITUDINAL SLOPE NO STEEPER THAN 5%. N/F-NOW OR FORMERLY FIRE HYDRANT SWALES,DITHCES 7 DAYS NONE I I.I l3gsgFQ))ral#0-u63]n gxrw,CWHon•com
U 3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL 00 AND SLOPES newADWwIWw.wm
' LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE R/W-RIGHT OF WAY LDJ WATER METER I
PURCELL ROAD ,WITH THE APPROVED EROSION AND SEDIMENTATION PROPERTY LINE ®WATER SPIGOT HIGH QUALITY
UP CONTROL PLAN.THE CONTRACTOR SHALL INSPECT AND - - -ADJACENT PROPERTY UNE I]IRRIGATION VALVE WATER(HOW) 7 DAYS NONE 1
• E VI
MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY ZONES
y'w DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. TIE LINE 6STORM DRAIN MANHOLE I
SITE
Q 4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE ----RIGHT-OF-WAY ®CATCH BASIN IF SLOPES ARE 10'OR \\T1111111///
�Iv . PLACED SHALL BE CLEARED OF WEEDS,DEBRIS,TOPSOIL, _ - - - _SETBACK UNE ®DROP INLET SLOPES STEEPER LESS IN LENGTH AND ARE I \\\\\ CAR////i
P � AND ALL OTHER DELETERIOUS MATERIALS NO FILL SHALL 7 DAYS \\\'�«...0( I/
ss THAN 3:1 NOT STEEPER THAN 2:1, I Q�•«' / //
? BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND SANITARY SEWER LINE n SANITARY SEWER MANHOLE QSS/�•••
P¢~ 14 DAYS ARE ALLOWED 1 J�,:'Q
HAS BEEN COMPLETED STORM DRAINAGE •cO CLEANOUT '•fl'
0 5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE 50 _ / - 4 SBA <2 «
/'0/fir CONTRACTOR AND THE OWNER TO PROTECT ADJACENT w WATER LINE Q�HARDWOOD TREE SLOPES 3:1 OR 714 DAYS GREATER THAN SLOPESDAYS FOR FEET 02 9���Fp��Cyy/l___��J�)))_Fi` _
/ PROPERTY,THE PUBLIC AND UTILITIES DURING GRADING x-FENCE UNE ®PINE TREE FLATTER I i 1{./1(�y
qNF o- OPERATIONS.THE CONTRACTOR ASSUMES ALL LIABILITY FOR // OVERHEAD UTILITY IASPHALT IN LENGTH I• YYYFFF,,lll///111111"`
y THE UNDERGROUND UTILITY PIPES,CONDUITS,ORS LAN 136 MAJOR CONTOUR CONCRETE NONE GINE,,.•'
6. ITT SHALL RBE THEES, E CONTRACTOR'S RESPONSIBILTHER SHOWN OR NOT ON ITY E TO VERIFY 13]-MINOR CONTOUR BUILDINGS WITH OTHERALL PES AREAS (EXCEPT14 DAYS (EXCEPT FOR I //�i0 111118��0\`
THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE 'SPOT ELEVATION • • -ACCESS/MAINTENANCE EASEMENT THAN 41 PERIMETERS AND
NORTH AND BELOW GROUND,SHOWN OR NOT SHOWN ON THESE HOW ZONES) I I
^`
PLANS.THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE BENCHMARK - -LIMITS OF CONSTRUCTION -- I U I-US-I
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OHSIGN - -SILT FENCE UNE
VICINITY MAP 7. OPERATION ©BOLLARD -'N_'�-JUTE NETTING
ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH A N/F 1
DURING AND AFTER GRADING BY THE CONTRACTOR TO ©HVAC UNIT my my-DIVERSION BERM HOWELL LAND COMPANY,LLC I REVISIONS
NOT TO SCALE DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST.IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY ❑®ELECTRICAL BOX OIN ET PROTECTION m DB 1435,PG 156
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. *UGHT POLE vU PB 11,PG 402 ISSUED FOR CONSTRUCTION
8. STOCKPILE AREAS THAT WILL EXCEED 10'IN HEIGHT T I
SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED 4' I
BY SILT FENCE. 32 v I
EROSION CONTROL NOTES 9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL i
PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS / ZE / 6 \ / I I
1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR IN PROGRESS. /
SEDIMENT WILLMAINTENANCE AND FAILURE EACH ACTIVE DAY BE REMOVED FROM THE SEDIMENT RIAP 10.ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE i�SPILLW ER TO BED CONVERT SSKEM IS MERTBASINE 0.-- - _/ // - _' -- _ I ,� ; ," I,
SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN 15'EMERGENCY /
AND INLET PROTECTION DEVICES WHEN THE STORAGE TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TOPERMANENT WET POND AS �✓ __ -- INV
CAPACITY HAS BEEN APPROXIMATELY 5TH FILLED.GRAVEL HANDLE THE STORM WATER ARE CONSTRUCTED.THE I N 356430700 I COVERED WITH SHOWN. - -✓ - - J 208.18,I,
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE g.tas NRF REINFORCED RIP RAP DISSIPATER / � ./ 1 =C ryl I
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL taa772 a�
((H
NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. NC D ry a3 MATTING 0=8 WMAX=1
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT 11. ANY DEVIATION FROM THE APPROVED GRADING PLAN G(2011)D D50=8' DMAX=12"/ Z® / 2
BECOMES ABOUT 0.5'DEEP AT THE FENCE.THE SEDIMENT 710.60
SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR_ C CLASS B 18"THICK /I
FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A TO IMPLEMENTATION OF THE CHANGE 1 C L.
�. yd �`p 1 S,QC I Of. _6 OC-LOC-LOC-LOC-LOC-LOC-LOC r-LOC p
PROPER BARRIER. 12.ALL SLOPES BE OR STEEPER THAT EXTEND TEN FEET OR EIP EP �-SF-SF ® ,..,I-1 • i.v ,,yy�� °C
MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 •••• •tt . . • • SF SF-SF "ml
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR 10.60 SF SF
PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF TEMPORARY EROSION CONTROL BLANKET OR EQUAL / • I � PROPOSED r- k
AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED SUBSTITUTE. / • f • INV: 20890 Sp SEPTIC FIELD I / INVI
13.STORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF 6 TEMPORARY ji BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE / I f 212 \ i L �,ry, 208271
THE BOX FOR ALL STRUCTURES UNLESS OTHERWISE NOTED. FES-4 SILT FENCE 'G OR AT THE EARLIEST POSSIBLE POINT DURING r re4 • {„',
14.CONTRACTOR SHALL VERIFY LOCATIONS OF DOWNSPOUTS 270.3 LF
CONSTRUCTION. oVJ 211 / INV:,2•.60'614.0 1�87 'y I
USING THE ARCHITECNRAL PLANS PRIOR TO -� 1 210 / 13,5 OF 10"HDPE
3. TEMPORARY&PERMANENT EROSION CONTROL MEASURES / 20 - 9r L..L�-HOC-LOC-LOC-
CONSTRUCTION. 1 / 26.25 LE c 152% n r' LP a -= "\
SHALL BE CONSTRUCTED PER THE DETAILS HEREIN,OR 1 2�207 206 ://1,....
12„RCP ♦ 13 .: g11r�� INV: 210.00" •
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH I I • if:
�` 3RI-3 • I 14.05 -z .559 ® I
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING ANDTOP OFI • 213.7I "CONNECT ROOF DRAINS ALONG •DESIGN MANUAL. TEMPORARY SKIMMER BASIN 1 SHELF: 211_501' 214.00 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ # / REAR OF BUILDING TO 10' HDPE. 'L=145',W 104,D 65 1 /�213'8§ TW/EP \ I LIMITS OFOFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANV !!SIDE SLOPES 2:1 I iitD TRANSITION FROM TURN DOWN CONSTRUCTION ",I ILAND DISTURBING ACTIVITIES 910 433 CKED I �i5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR TOP OF BASIN 21275 : BOTTOM OF / SIDEWALK TO FLUSH - 1.9 AC
U SHELF: 210.50' ( 13.73 I 0'214.00
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE BOTTOM OF BASIN 20450' 0 1 •/ / TW PROPOSED BUILDING \ • \ .. I I PROJECT
PAVEMENT AREAS.REMOVAL SHALL BE ON A DAILY BASIS 30'EMERGENCY SPILLWAY 21200' i' ) 213.36
WHEN TRACKING OCCURS INVERT OF SKIMMER 211 00'® , PERMANENT WET POND#1 / ( /213.50 9,100 SF
6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE(25) SIDE SLOPES OF BASIN ARE TO I I• WATER SURFACE. 211.00' ry ; 214.05 213.55 0 LOC
FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR RE SFEDFD WITHIN SEVEN DAYS. 1 1 YR HIGH WATER:211.31' „� _87 r LOO I
.i
DRAINAGE CHANNEL.IF REMAINING FOR MORE THAN SEVEN -- **ATTACH A 1.5"FAIRCLOTH SKIMMER(OR EQUAL) 25 YR HIGH WATER: 211.94' I s S LAURINBURG
DAYS,STABILIZE THE STOCKPILES BY VEGETATIVE COVER, I 60 WITH 0.8"ORIFICE FOR DE WATERING THE 1: TOP OF POND: 21275' / ® r n
TARPS,OR OTHER MEANS.CONTROL EROSION FROM ALL - SKIMMER BASIN DURING CONSTRUCTION. 2 0.60 INVERT OF POND: 204.50' ? TRANSITION FROM TURN DOWN i7
STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. / I + : lip ® 1 j II I
pr:
N F I EMERGENCY SPILLWAY: 212.00 SIDEWALK TO FLUSHIL 007
TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES 1 -, "' 13.50 214.00 OQUALITY CONSTRUCTION&DESIGN,INC. ' - / 33 TMUST BE NO LESS THAN FIVE FEET FROM THE - `-nV I DOLLAR
DB 1599,PG 241 1CLASSBRIP RAP --
DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT PB 7,PG 29 1 LINE SLOPES AS ',��_ 21244 / 1 -IMORE THAN 24 HOURS. SHOWN /OP �/ 11 2 TW -2,38 /p o II O a7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT _+I i- g'I I ��I �,3.3 ws� i 2,3a7 . I GENERAL
CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING • I 2DRAINAGE AREA HAS BEEN STABILIZED INSPECT I EOREBAY WEIR /7-"� 1TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON ♦i 212.75 O 1 .371LENGTH: 10' '■ , i��1�� 11g 1L 1`n I o IA DAILY BASIS AND REPLACE DETERIORATED,DAMAGED,OR ® h1ROTTED EROSION CONTROL DEVICES IMMEDIATELY ELEV: 210.50' -- - I 213 ItttB. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED 1I FOREBAY1268 ` 8 U I q4 jq / II LEAVE UNDISTURBED I _- INV ATEND: 203.50 N ` jF;." I y I
AREAS WHICH HAVE BEEN FINISH GRADED,AND ALL I BUFFER BETWEEN LOC - I - 180.3ILF 1,25% T13.05 '\
1 INV AT GABION: 20450 /� 18• TEMPORARY h
AG AGAINST
14 EROSION INDED AREAS WHICH
SITODRAIN,WIND MULCHING,ADING OR SITE UNING WATER ILDING 1 AND PROPERTY LINE , �1 204 2W •
2 i`®++RCP 1255 '1 i(D LP-_-_INLET PROTECTION® -_----_-_---13.49 * , 1 I I
CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY 205 I (I 1
IN
ING
ND
AGAINST DUE TO RAIN, AND RUNNING
CONTROL MATTING,AND/OR SODDING AND STAKING IN 1 21 37 \\ , // --- - P (o
GREEN SPACE AREAS AND OTHERWISE APPROPRIATE I p 1 \ J 1 .7 ® ,I/ I - I/ 1
MEASURES USE EARLY APPLICATION OF GRAVEL BASE ON
AREAS TO BE PAVED 212 s f•," .66 16 ® Y212.96 363 # I /
/
9. BEEN ESTABLOISHEDN TESORECOMMENDEDIMHTA I OCDEQOL / I �D \�'212 - _ - / ./• • / f /21�.�J± 81 213.47 1 GRADING AND
DO NOT ' 21 6
AT
DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE 1 .4 i , i
1'EP t I --_ U I 4 �: 212.82 I / 1
FINAL STABILIZATION AND PERMANENT VEGETATION HAS
APPROVE THE ACTION PRIOR TO REMOVAL I liry 121 110.THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED (PrvcrvED) _ IP EP 0 "� i -y-4,•II._�SI �` __�--2 _- ® 3.6 1 IEROSION
CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION (�-=--------=----- - -' - - - •�' 4 2,I _ _ACTIVITY. -_11.THE INSTALLATION%F EROSION CONTROL MEASURES SHALL ry ass,zsa.e3s -- RIP RAP DISSIPATER ` Nf + _ 213---.-_ II I
w _s"PVC -. - E1,847,822,477 - / �'�' �„ V: 2D9.9Q _ -_M ,zo / / CONTROL PLAN
TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION use� NC GRD NAD 83 L-9'W 4.5/105 /v 70 LF OF 15CL IV -- z� SS 45US j�•ILl I IACTIVITIES. ( _ (2011) D50=8' DMAX 12' - . �• RCP - __ _ //�12.THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE - CLASS B 18"THICK INV: 209 90♦�i el .w,F - - - ® " / / I
ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES SSMH#8397 ♦ •t;!j•l�_- 007 SOOT- i,E r�w,z / 1 1RIM 21216 .- rvADDER // //PERFORMING WORK ON THIS PROJECT. OT�OOI - ---O--- --
SHELF 2o6s7 SR1177(PURCELL ROAD) o-I -- Doi - -. / 1
13.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE OOl 1L y
INV OUT 206.33 60'PUBLIC R W i OOl�ODI \(• / //�CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY / --- -- /RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN -TEMPOR ---- __ OOT 21G I -�-
ONCE EVERY WEEK.ANY NEEDED REPAIRS WILL BE MADE -----
.-- / Y1; 2t1 w,e ' '. CONSTR -- _ CLIENT
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. .� wia�wiz w: e. :vP� w'z ENTRAN --_ 2��-- - -- / I
wz14.PURSUANT TO G.S.113A-57(2),THE ANGLE FOR GRADEDW1$-w,z --
SLOPES AND FILLS SHALL BE NO GREATER THAN THE TBM e / ,
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR 4D DISK#1 -wiz -- I PAR 5
OTHER ADEQUATE EROSION CONTROL DEVICES OR ----------------- o --------------N 356,174.873'------ - ��_= -w:0- \__ I I
STRUCTURES.IN ANY EVENT,SLOPES LEFT EXPOSED WILL, cia E 1,847,704.577 ; > -__ ____
WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY ECM ��- �� I I DEVELOPMENT
ELEV 210.90
PHASE OF GRADING,BE PLANTED OR OTHERWISE PROVIDED I NC GRID NAD 83 �--�= ��w'x ----.\ �2
WITH TEMPORARY OR PERMANENT GROUND COVER,DEVICES 1 (2011) -�- I I
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. I NAVD 88 -� I
PURSUANT TO G.S.113A-57(3),PROVISIONS FOR I 0 1 GROUP, LLC
PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION I , o ECM' I
MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN I I CONSTRUCTION SEQUENCE \ I
14 WORKING DAYS OR 90 CALENDAR DAYS(WHICHEVER IS %`` I
SHORTER)FOLLOWING COMPLETION OF CONSTRUCTION I ':;4IH#8398 I 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE Ecu�L9 DEVELOPMENT. RIM 209.76 CONSTRUCTION CONFERENCE. 2075JuniperLake Road
15.CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION SHELF 206.58 1 2. INSTALL STONE CONSTRUCTION ENTRANCE AND TEMPORARY SILT FENCE WHERE I
CONTROL MEASURES SHOWN AND ANY ADDITIONAL I INV OUT 206.11 I SPECIFIED. _ West End,North Carolina 27376
MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING '� 1
I 1 3. CONSTRUCT TEMPORARY SKIMMER BASIN. 1 62) Phone:[phone]
THE COURSE OF CONSTRUCTION. I> I 1 ( )
16.ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS 4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN
NECESSARY,AND MULCHED ACCORDING TO THE DETAILS I N/F I
GRASSED.
HEREIN. I I-3 a I fi. INSTALL UTILITIES. THE CITY OF LAURINBURG
W 17.THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT I
I DB 432,PG 338
ARISE ON SITE IS JODY BLAND.CONTACT 910-944-0881. W 7. INSTALL INLET PROTECTION ON ALL NEW STORM WATER INLETS. PB 7,PG 29
I IY¢ 8. PERFORM FINE GRADING. PROJECT INFORMATION
ComU I 9. INSTALL AND PREPARE BASE COURSE.
_ 10.PAVE ROADWAYS AND PARKING LOTS.
`` I I 11.FERTILIZE,SEED AND MULCH ALL REMAINING DISTURBED AREAS.
�,1_-/ I Q a 12.UPON SITE STABILIZATION,SEEK NCDEQ APPROVAL TO REMOVE ALL TEMPORARY
MEASURES. DESIGNED BY: SCOTT
g o
N/F h m 13.ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE DRAWN BY: SCOTT
JAMES FLOYD WATTS&WIFE, I DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDEQ EROSION CONTROL
0 ELOISE T.WATTS 1 I I MANUAL. CHECKED BY: CHRIB
DB 7Z.PG 371 1
PB 7,PG 29 I PROJECT NUMBER: 1471
1
u 1 I NOTIFICATION OF COMBINED SELF-MONITORING AND SELF-INSPECTION FORM:
/
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE DRAWING SCALE
1 THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES INSPECT A PROJECT
e I AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION
I AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED.RULES DETAILING THE HORIZONTAL:1"=30'
I I DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1,2010.
TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS AND NPDES
n81 0 I I SELF-MONITORING REPORTS,DWQ AND DEMLR DEVELOPED A COMBINED FORM.THE
I I I
I SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING DATE RELEASED
a ` I " PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES.THE
c \\�� I FOCUS OF THE SELF-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE GRAPHIC SCALE
OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE SEPTEMBER 9,2019
APPROVED PLAN.THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
30 0 15 30 60 zo
gKnow what's below. I THE PROJECT,AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. -
8 L, dig.
THE FORM CAN BE ACCESSED AT:
Call before you dig. HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION
o ( IN FEET) SHEET NUMBER
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,PLEASE CONTACT THE
o FAYETTEVILLE REGIONAL OFFICE AT(910)433-3300. 1 inch= 30 ft.
A 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