NCC233581_Site Plan or Location Map_20231205

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PERMANENT STABILIZATION: coNsmucnoNENTRrsrcE poD o09 d a
7'� ROLLED EROSION CONTROL MATTING
® L11!�PFRIJArv[NTSFFDWGEOF TEMP.INLET PROTECTION�® ALLOWSEEDTRTILIZER GERIME INAILL BEnOPERL.MULPPLIED PRIOR CH(STRAW
ORfBERIwxAND HAVE BEEN5BEUSEEDED DOry EunO PROTECTTMvfurAREAS.INA FROM LLSEE°NIGOPERATI OPERA GULLY EROSION AND TIONS,
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ou0Io00PERDAYOFr°WILL BE CHECKED IN ♦ I OEE. THE SEDIMENT BASIN WILL BE CLEANED OLIT WHEN THE LEVEL OF SEDIMENT ♦ ♦3. THE CHECK DAMS WILL BE CHECKED REGULARLY FOR SEDIMENT CLEANOUT. I I IT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. % °-a ♦ I I I f li WHEN THE LEVEL OF 5. THE SEEDED AREAS _ ♦ I ° tit I I I I ova
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EROSION CONTROL NOTES mED NDMABrANEDA�DRDIrvG ��•/I� \ ; 1 if, 1 I I i I I 9
TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE NCDENR EROSION ANDES-.1:UNLESS C.ERWISE INDICATED,ALL VEGETATIVE MD STRUCTURAL SEDIMENT CONTROL PANNING AND MIGN MANUALON AND SEDIMENT CONTROL PRACTICES WILL BE II ` I \ I e °. e
L_ PHASE 2 PHASE 1 , f l • e S
DNSTRU nOxCDxFME<E.DNEWEERPRIDRTDTxECDMMEnCEMErvTDFMrvD , 1 D43152
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ES.3:THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS NAN SHALL BE CLEARLY NAGGED IN THE FIELD PRIOR TO CONSTRUCPON.DURING
�ITDFTE�PRWEDERDEIDrvCDMRDLPrvN SHALL BE MAINTAINED DN THE xTEAT ALL TIMT II II -_____ _ ♦ f II l'
MN,DELUDNG,BUT of MITEDTO.ORE=ErvBOMOWDOR _ _-J L -
WASTE:°u�HE"CONTRAC RSH'SUBM`.wo"EMENTAR"ER°oSaxTON""«IANTOTHEO NERFORREVIEWANDAPPROVALBYTHECmOFGREENVILLE. II 11 8s.1 �-__-__ _ I 10/22/2023
ES.6:THF EROSION CONTROL ME.MES SHOWN ON THESE PUNS ARE THF MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE pl 31 _ _ \ II I I I I REVISIONS:
EPERIOD.THE CONTRACTOR LS RESPONSIBLE TO UPGR.E THESE MEASURES AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE MAT SEDIMENT AND NGINEER.SEDIMENT-LADEN WATER DO NOT LEAVE THE snF.IxauDlxGTHE IxsTALunoxoF ANY ADDmaxAL ERozox coxmDLMusuREsxecEssAAvns DETERMwcoGVT THE un ill
II II 'I III �E- - E �56' _ _ I'/ '�- ♦; III ,� I
ES-7;ALL DIMEE�mRDLMEASURESArAunmssouRlxGwxoDlsruae G ACTIVITIES y II 111' r gF�L R T �_ I ♦M,a I m m m m m
DEVELOPMENTLU
UNTIL FINAL STAGmTaTIONISACHIEVED / OH III 1 ---,GE_ -,1-_ �IIJ ♦ ��J _ NR I D, D, ,
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uNA1mIDRREDPEREDN:FRDM ENRRING TE MPNS. NGU UT rvDT IMI TDAPPRD RAT P RIMETER rvGnG DRA DD GUAR PR xn G I II II 1/4 III rn s� 1 X UGE__ ucE-•ucE=_ I "A Loo II / I TO CAL GM( 3 0 0 GI 1.QO
ES,:DURING DEWATERING OPERATIONS.WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
I II I C COORDI ATESES-10.E CONTRACTOR SHALL INSPECT ALL EROSION i g n m m I
F R DER CIVIL IC RENAMES D F T E E DE F SEDIMENT T 1111 I I III 1� / GE-_ LE
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OR CLEANUP TO MMITAIN THE EFFECTIVENESSWORKING ORDER MAY RESULT IN ISSUANCE OF STOP OR rvAnsD _°AFTER ANY NECESSARY Mry g a
THAT WOULD PROMPT REMOVING. �II Iljli I II • / wlz / /•000�:::
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ES-11:PAVED STREETS.SIDEWAIKS.AND OTHER IMPROVEMENTS SHALL BF MAINTAJNFO IN A HEAT AND CLEAN CONDITION,FREE OE LOOSE SOIL,CONSTRUCTION DEBRIS,ANDTRASH.STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL BE USED ON A REGULAR BASISTO CONTROL WATERING SHALL NOT BE USED TO CLEAN I II rr �� awwwwwGE E D o NGDRDrERME NI MM xS.ALLSmIMEx DEPDSEDDrvPAWD J �II �II \ OI / /�00 O 00 I I I 2 2 2 2 2NGNEER RESERVERTE RIGxrrD REDUIRE ADDmDNALER�IDry CDxBDLMMRUEn PIAN URIMPLEMEnrArIDN PRDW,O RE 1 INADEQUATE �I w I I 1 / 1400 p04 �Nir( 01 IO O O O O Z
ES-131AOCEETANCE AND APPROVAL OF THIS PU1N IS CONDITIONED UPON YOUR COMPLIANCE WITH FEDERAL AND STATE WATER QUALITY LAWS,REGULATIONS,AND RULES. ------- ,�II 1 O O IU U U U UPERMI TZLF.RDxAL J,�, O4 wwwww
rv°c°uxTv°RDlrvaxczs DR RULEsmnvABDArPLVTDTx3 uxaDlsruOalxcacrrvm.APrxDvuxv Txzcm°OEsnmsu°zMEDzaxroTxzR �._ I it1 O MPORARY I I JJJJJ( �a ! IIZJI / \ X;O / /�OQ OOOO� UCTI ENTRAiCE I I < J J J J J c7
CI\\ 711 .]II D / 4 OO O r_.::A• 1 DR $I / z w w w w w Luc')
DISTURBANCE AREA= \ I�I I • 1 / I. O O 1 I1 w w w w w w
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I 1 11I RAFFLES VPI \ 1� O O�O , p I' II CE CC CC CC O
o AB ��E._ 1 m 0 III II'!.I I II I ` / 3TLe,'e'::i%:' CONCRETE WASHOUT PIT ;o (y(�� 0 0 0 0 0)
NAG SC200(OR APPROVED EQUAL) 1 \ / / ' I I m ib F F F F F
CONSTRUCTION SCHEDULE ROLLED EROSION CONTROL MATTING. / I , \ III 1
MIN.10'K 2e,CONTRACTOR TO 1 / 9 m
DETERMINE ADD.COVERAGE NEEDED \
THIS PROJECT CONSISTS OF CONSTRUCTING A BUILDING,PARKING AND ASSOCIATED INFRASTRUCTURE. FOR SITE SOIL CONDITIONS. �ryl, .`� I \ TP 11 QI `Sc:, C ID O el GI -Z
i'1CONTRACTOR MUST SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE EROSION CONTROL OFFICER PRIOR TO I IIII IIII III ) #, ,���■' $ SF I 1 \�� \ \ I I I * Ir-
INITIATING LAND DISTURBING ACTIVITIES. I elm Ili
' SY•-. ` \ NII n51LT FENCE OUTLET ��1. CONSTRUCTION&IMPLEMENTATION OF ALL EROSION . NJ0Q�r!@ .�...•.�. 1 2 \ ICI I° I, I I D<<< A
B SEDIMENTATION CONTROLMEASURES 1 WEEK - I II I ►��/1a� I/;•...•..♦.�♦,1 1 \ cc I�� 0 FN IQ2. ROUGH GRADING 2WEEK5 III :�O�plIQ� 1•♦•�•♦♦.♦•�• I 1 'J�N O I vZ
9. UTILITY INSTALLATION 1 WEEK • ♦ ♦ 1 7-W�'
4 PLACEMENT OF STONE BASE 1 WEEKS I I �� I I ss•3 Z
5. BUILDING CONSTRUCTION 6MONTHS
IIII 9 , 0�� 0� ��1 1 1 I I c II //►
6. FINE GRADING AND PAVING 2WEEK5 I ''EMERGENCY 1.��.♦�..� I I I V/
"' IIIId�,II rSPILLWAV ••��.��1, / I i ^A, III W z
cc T. AT 00%COMPLETION OF PHASE T SITE WORK DECOMMISSION NAG SC200(OR APPROVED EQUAL) ( 1 7 ' �♦.�♦♦�♦♦�� / I I II O
o THE SEDIMENT TRAPS WITH APPROVAL FROM CITY ENGINEER. ROLLED EROSION CONTROL MATTING. (SKIMMER4 ►� ...•� ♦, I I I OII (2
z e. LANDSCAPING,IRRIGATION,SEEDING,MULCHING 2 WEEKS DETERMINE ADD.COVERAGE NEEDED \l�TRACTOR TO ' I ' N 1.•��•��•�/=•�j••'11 ; / I /�� 'c,.'I ,II)II CC I
SINCE SOME ITEMS WILL BE PERFORMED CONCURRENTLY,AN ANTICIPATED COMPLETION TIME OF EIGHT(8)MONTHS IS FOR SITE SOIL CONDITIONS. 1� \ .-. yf�l'� / ')o I y LIMITS OF 1 U LU ^
dEXPECTED FOR THIS PROJECT. I III 1..ZyC,CCAj llt' / I DISTURBANCE P J O LIN
II \ 0044 1140 1 c� i 1 1 c�.) O
CONSTRUCTION SEQUENCE (`CS 'SILT FENCE I \ ��0,�� �_ �����Q������� 1 / / �# I J U ojj
'`'6! 1. SCHEDULING OF A PRE-CONSTRUCTION CONFERENCE WITH THE REQUIRED.oDDIREDPRIDRrOINInATN LAND ACTIVITY I I ' \ f�� ��1.r�� I.��r:�QQ%�%r;I 1 / / �a`��)1 1 °� III 1 Z Z
% ACTIVIQ ES.CONTACT CITY OF GREENVILLE AT 252429.67.A ENGINEERING DIVISION NDPEEDNMAYIMnAEA�NDDIBTDEWGAR It. ; .�►!� ,....,,.:..M I 1 *$ I ,
Fa- BEFORE NOTIFYING THE CITY OE THE DA,OF THE LAND 2. NO MD DISTURBANCE ACTIVITY MAY OCCUR BEYOND THATAEaAEo��nALLAPPRDPRIAEFRD=IDNDNROLMAVPRD°EEDDNILERD=IDN IIII II I '0t� * 11
iCONTROL MEASURES ARE INSPECTED l,l°GEDFGRAUssEGxrt , t EMERGENCY 1 / O#13 IOSPILLWAY �� 1g DIE END OF EACH DAY.SEDIMENT SHALL BE REMOVED FROM THE ROADS BY OR i
n ' \ - 4tiDISPOSAL AREA.STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS xIGTxI RDLSEDIMENT ONTO THE PAVED ROAD,WHERE SEDIMENT IS TRANSPORTED ONTO A PUBUC ROAD SURFACE,THE ROAD SHALL BE CLEANED THOROUGHLY _ I I I / 0 0o a s'II< I\) 7110E259 QaE INDIVIDUAL SUBDIVISION LOTS AS WELL.LARGER 5. CONSTRUCTION TRAFFIC SHALL BE � 1 ►O 4 Z Z O
MRFDTDAECE ROADS ALL TRAFFIC FRGIBPRDHBrtEDFROM CROSSING DRAINAGE wAM AND nR M EXCEPT I I / II 1 \ o O Oo O / 1 \\
C_ WHERE ABSOLUTE,NECESSARY.
6. THE CONTRACTOR SHALL COMPLETE D INCCRE0CC IESWrtxINTxIR vDDIDAnEDOCOIRCCDMPLETCNOFROONDCE OINGATAx.DINT I I 11 \ O 00 O4 '61 / 0W cc
Z J. CONSTRUCTION WILL BE SCHEDULED SO THAT GRADING OPERATIONS CAN BEGIN AND END AB DmcET AB PosBBIE. II III / \ 1 1 \ °o o O•, / -NN'� 'IIg WITHIN THE PROJECT.
N'1-Sz AREAS,WHICH ARE NOT TO BE DISTURBED,WILL LIE CLEARLY MARKED BY FENCING,FLAGS,SIGNS,ETC.
II - _ BAFFLES IIYP) N O O 9 / W '• Z
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0' APPLICANT IS RESPONSIBLE FOR THE TEMPORARY ROTECDONANDPERMANENTSTABILI�TIONOFALLSOILSTOCEILESONSITEASWELLASSOIL I I11 II II I I p 1 EU INTENTIONAL,TRANSPORTED FROM THE SITE. 1 / \ °O 1 m, loN Ill l 1 Z W O
e.5 10. INSTALL CONCRETE W.HOUT AREA PRIOR TO CONSTRUCTION OF STORM DRAINAGE STRUCTURES
O �p O Ir
IS 11.. BEGIN IMPORTING FILL FOR THE CONSTRUCTION OF TH“UILDING PAD AND 11 `!I 11111 w 1 1 \ .wilt 04 N o I J W
DRIVEr2 .. BEFORE NEWLY CONSTRUCTED CONVEYANCE CHANNELS ARE MADE OP LED IN BOTH THE CONVEYANCE NEa.F OUTLET EL AND INGCHANNEL ANY REQUIREDTEMPORARYDR III II(IIII I a 1 1 ;O � 'AT. m �I I E - CC ` N U
t PERMANENT Cti EXCESSIVELY WITHIN LL LINING SHALL BE ONE DI YE 13. CUT AND FILL SLOPES SHALL EAR OARBOF PERRMAIGNED NECONSTRUCTED
STABILMAPON SHALL BEPROVIED WILL
W.ADDITONsAL SLO SLOPES
PEE STABIIuzmG MEASURES U.LLDIET ARE FOUND TO BE ERODING
IIII I I11I 11 \ , 1 SILT'ENC; , yL� n • �\ 1 I Eel_ I O T
S PROBLEM IS CORRECTED.
f.i 14. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT
R FILL
ES UNLESS CONTAINED WITHIN AN
UATE TEMPORARY
NT
11
EFFLUENT FROM EWArERINGDPERArIDrvBSXOR SLOPE DRAIN aLLBE�HREDDRPPAssEDTMRD xArvA RDEDBENMQNr EWGDEW�eDR�xEAND Illlllh�lll zo' \ 1 / - - TM1d� 11 / ) o ° 2
16. FINAL GRADE THE BUILDING P.IN ARAnDNFDRaTDDWNAREAI DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT PROPERTIES,,WT NDs,WATERWASDRTxFDDRMDRAINAGEBBTEM IIII IIIIIIII Il 1 1 1 �,d iil, _= N I cv a
I11 UJ
IIIRITY. 1 ,d
2 _ 1
T L L FNECESSARYT PREVENT F N I 68 -
....,1 , FINAL GRADE AND PAVE
e A CONTROL MEASURESo Roslo y 3 --RESPONSIBLE INSTALLATION AxDMA MAINTENANCE OF ANY1 TOP OF BERM � 1 - �rF1T{� ,d 75,Z6'4T , �_�{.V 1 I 'I I I
LB F.'S, AND SEDIMENTATION o�(TEMPORARY TERMINED ERR RMANErvTCESSARY BY EIDry EXPOS PLAN ED DP BAVING DCALLrvDAR DAYS FDLLDwINGCDMPLLnDN OF ANY PRASE OF do / 36�` 5 --- ��� # �-�� I 1 1 1 '\ I DATE
DBFDSLDPEii
F,3 GRADING FOR WlrxlrvTOPES LErvDARDAnFDLLDWING°DMPLEnDNDFArv.PXFLATTER.INCLUDING ALL OTHER SLOPES 4:10R EDFGRR. DIxGDE A DR=LDPEROUND D3F,(TEMPORARY DRPERMANENnDN 11 1 II II I�► L G _,d�__-- 1 ♦ / I I sn 2023
EXPi 1 -'- E ,\ A DESIGNED BY: BKE
EPER INCLUDING ALL 0 D -
o d
R PERMANENT DIKES,SWALES,DITCHES AND SLOPES AND DISTURBANCES WITHIN HIGH QUAUTY eZ ,ERIxDWwzDNES BTE -III IIII r is-'�,- �- -- ` 1 E ---- E \ \\ \ N I
=1 20. A PERMANENT VEGETATIVE COVER SHALL BE ESTABUSHED ON DENUDED ARE.NOT OTHERWISE PERMANENT,STABILIZED.PERMANENT VEGETATION -is moo ,d ` _ _ / ' 1 -� \\ \ 1 °S DRAWN BY: EDN
0 SHALL NOT RE CONSIDERED OPINION OF THE LOCAL PROGRAM ADMINISTRATOR OR HIS \II �I a$
Loo� / ��- --- - S I I
ARE.OTHER THAN DITCH�''- DESIGNATED AGENT,IS M.I�MA III - iSoD tI / --' - E _ )i, o_ \: -- _ucE-_ ® CHECKED BY: A]$A]
RMANFNTFGFTATIOrvBYTOPDRFGBWGWnHTGDLBRPFRACRFOFFFRDU=FRFYFEGMDNTHGUxnLTECDMPDIONOFTE 1' - ---G la / I B " ■ I ° `/ 11 I ���� PROJECT No. 2023054
PROJECT WITHIN 6"OF FINAL GR.E,REDISTRIBUTE 6'OF TOPSOIL 1 '' I ` -UGE--\ 1 1 DRAWING No. W-4O96
. /4. ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE REMOVED ONCE BO.FINAL SITE STABILIZANON OR AFTER THE _.../ / 4I -- / I• I i-u -GY _-'" /-- 1 \ \\\ I CAL BEFORE YOU DRG Gl SCALE AS NOTED
z ' , _L UI \ N.C.ONECPLLCENTER
_ _LGE- 1 I 1 °� \\ I ITS THE LAW! SHEET No.
Lqi AND THE DISTURBED SOIL AREAS RESULTING FURTHER EROSION AND SEDIMENTATION. FROM HFDISPOSITION OF TEMPORARY M WURCSGHAUBFPFRMArvFNTLVGTABIU:EBTOPEYFN I , -_ GE- 20�- =0 ' 0' 1 u\\
mm \\ .......... A�L CONSTRUCTION TO)3E IN ACCORDANCE WITH C5.01
�■O
s SCALE: 1 INCH=20 FT STANDARDS,ALL CITY OF GREENVILLE AND NCDOT
SPECIFICATIONS,AND DETAILS.