NCC232623_Site Plan or Location Map_20230830

! NOTES:
ra ""r'"'a•a' Al! ¢ -ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF MEBANE REVISIONS
-r- 556 AND NCDOT SPECIFICATIONS AND STANDARD DETAILS,LATEST EDITION.
K a 50• VARIES x'x EX. 1NY 90.�.rx-row
•
-CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FOR THE LOCATION,
Cr,' gSF SIZE AND DEPTH OF EXISTING UNDERGROUND LINES PRIOR TO BEGINNING WI ROUND CO MM S Ra 2E9
p r, �'(Mq,t ANY DEMOLITION/CONSTRUCTION.THERE MAYBE EXISTING UNDERGROUND
/ . %1 3 11 R y\T LINES THAT ARE NOT SHOWN ON THE PLANS. I • Ind AWrvD WMu1nT$MRIL 2D19
a W„w�••'• „w g ex owe on, 6• j�a -CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES
LIP! `•,� J 'L„•,:I:: y\ Nd ROAD MM H UNE R019
_ PRIOR TO CONSTRUCTION. III
..,. L' a5.11.94.9
H 13.593E FULL WIDTH OVERLAY -CONTRACTORIS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS II 16 ROUND COAMEN JULY 2N6
11.16,111 •1111.
�TA� 1 I I9•5938 -CONTRACTOR SHALL CONTACT THE LOCAL DISTRACT OFFICE AFTER
IOR TO BEGINNING CONSTRUCTION,• I I li I REVISE PH.TM STORM,MAR.10RI
6T t 4'119.OL PRE-MARKS ARE PEAL®ON ROADWAY AAb NWOT SHALL HAVE
a I 46 HOURS TO REVIEW TSESE MARKS BEFORE PLACEMENT OF FINAL MARKINGS. 1 NWFA SUBMITTAL DO-C6-2]
1
d'ORAILIZEsrvmv r�••°•^'••ma....� • 3'B�W -CONTRACTOR SHALL INSTALL SNONPLOWABLE MARKERS ALGOROIN6 $
7.1 6�' II:
5.FIFTH STREET WIDENING SECTION T°NLDO STANDAARDS. 'I a II I 1 BRADFORD COURT CONDOMINIUMS
.m • • 11. MAP ONE Of TKO .
950,952,954,956,956 960 4 962 S FIFTH 5T. RELOCATE EX.
y.w fl \
y. N.TS. I ve I q I ►�' \ PARCEL ID.164361,164566,164365,164362,
z PB 1239,P6 703 P H. fAIYE SIRE AS REOC. TC
Y91EILLe I Y �j' I 164361,164360 1 164359 PP,PEDESTAL
.,•„�,,,,,,,,,W„•„•„„„.,. 4 1 I III Z"4 III PB 62,P6 W,LOTS 1 TO 7 IN, -
I ` ^n I rri1 70 5r-7,4021 PROVIDE NEB
j J;I`J` FROPTLAM.LI E� E� T1B Ld6 RADll1
iEis I EI MARY.LANE POR7I:RFIELD I TOP, 1 b.. - ..
m,•. ..........m. pppi INVa 676A0 OW
a3 • I ( 1 I�. MARY SANE PORTERFIELD P 5T, INV.•61190(OUT) 'N ,+
^a;� 6 a- 1 I _ I ,/ 144 PARCEL ID.64354 PROVIDE 185 • �t� ,h�r
••,Vn?- 91 1 I�1 Q„6F Np DE •KCESMT L0 +6PARCEL ID;1°4350 �F846,P68,LOT IBA ISTIN6 L/b RADII y,�m$ 4� 4 �1'f T -
111,
s.•.!•!!"•"•-.-- CONSTRUCnON, o M Un NO DB 22 �Y�d • TOP OF EX14
. ,,-,•„. �!A d.:: I JJE C.PHILBECK UPUTY AND I 60'PIIBL_, GIr IRON PIPE 1 A 'Pk ,8-
J -4........
T:>;,,;,� I LISAP.MC0.AIN PPRLELIR164344 RftLGAiEEX.SIDEWALK T :.I�d IB (MAC r�•. ASTREET ELEV,68027 �� $
BENJAMIN T.LASSITER ALLEN J.MITCHBS PB 56,P6 50,LOT I A5 REOb. T r y7
DAVID N FIFTH
ML(AAIN DB 1190,P6 264 STREET SIGNS •T ADSST EX `'•'I■ ; - T ` - �7- $y.-I- I
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ST.7 IOB6 5.FIFTH ST. 1 T 1 B ADJST EX.MH j3a^ M N..yf.1 wJ A5 R63b.�. ' J '�A`PtlM1 W�hq C I'�I
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PARCEL ID IW340 PH I n '- -
DB 1305 P6 BB5 AS READ.,w„ _
4t8 �N�m �'I 1/I PARCEL IV.164179 DB 2679.P6 28, _ I •'.�.° RELY Ate• T : ,� 1 _ _ - r�l Y• ��'� �`� ' -"'-- /'' •
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PBb013 yP6�266,LOTI PB 21,P610,LOTI ••'•^� `-•' RELOCATE - , l,. * WN,� �!- - O' -�- h'i U
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N S / �� r.r S 4 6,41 4 = �111 �. REMOVE EX.
RELOCATE EX. ,,,,�.,,,,�BEHit✓D Ll b mxc,• , u 1'•` _ , _ i�' DRIVE:--o z_
- " ------ 6 q5'TAPER PROP .. U BEHINDMAILBOX RELOCATE EX - -'
"'^• -- uo PROP,IV FE5 TOP:613•• BEHIND ceb PP a PEDFSrALtlF -• •-
un.- INV.: 10 INV.:670•. , AS REQb. I aIL�(�_,..��-^�.. J_. WI all - __
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_ ��� - 8 - 9 - X ; 1 y^r r• INV,67°.90 N PARCEL ID,176 P H T a - `" "
e �� - �.�M gg 9g r 6c�t i H 1������ Ifil' ru A5 RE". Imo'674 INV,61620 PB 82 P6 3sb B4O ll t
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P -'IY - R INV.61220(IN) II 875.FIFTH ST. '1\
i „ -� -,�L6'L�;_��-VAl JF6 4 n.."✓,6121 y,T) RB'OLA .I� II I - FT 1ST. 1 PH. T1 B II '�1 1 V
••X S ¢ •V '_- 2 _1 1 RELOCATE EX' so Lf ADS15T EX MH BUILD FRCP 5 , MI. ��'^i PROVIDE IOW 1, tI I I 1- •651,P6 916 I ( ) y.+ 5.FIFTH STREET WIDENING
a _ AS REAb. ®�� A5 REWb. a z TV
_-- TT !0. txe.�� TI - DN, THIS
INTERSECTION
HEADS AT DISTURBED AREA: 1.f� STORM STRUCTURE INFORMATION p0
--.4-.-,--- .. Glb® . PIPES --•- •• L OVER END EX RCP WALK I D THIS INTERSECTION STRULTMRE 5rwenarE roP INVERT w INveRT Our_.. ee rR. tl TOP,bi6.bB ADJST EX MN LK ESM•T. Ill
_ --- 4>_ -• ..• n 1 0.69 ACRES# �. T� ELEV. ELEV. ELEV.
a$
7�-- e,o56 -� . ppER TOP,fiT3A0 • TO FROPENCD�OT C L15 E,A:90(IN) I :�,612.E(• 11 II. P H T A z R HJL 665E 001.959.9.14) 60191 Z g =e
1 41,.°,T. s IN..61000 Nu W NV.,670 60(CO aEob coN3 RucnaI 1 O rao L,. 6D430 • m155
. ,A,, ro,m ::� 5 E.1RpRMAN TOP,673b0 VESTHAMPTON • LIMY AND TAPE TT9
6w N NVa 669.90(OU) LIMPED PAR - 1P O oo' R S. FIFTH STREET WIDENING 66 ROOT w. 6D 30 bB146 2
il E%.3AN.M.H./ 66T6OM' 6'YLE w 7RLlnMAN INJa 670b0(IN) SDEWALK ESM{.
Q� d•, 1015 MEBANE AIRP••T RD. IH - 4004 2 RIM:869.52 qr TIE INTO EMT. I•;-5.FIFTH ST. 1 INV..67050(OUT) LANE #..11IDICATEs Re,PIPE ICODr . 6x. Z
�1 •1 I P 64IB6 PARCEL 16433, �LLa LEFTTURW DRAINAGE CA4LGULATIONS rt.'1 6 I, STR PPING DB 273,P6 851 DB 556,P6 222 RATIONALHW,0.CIA TO YEAR STORM K.. 0100 ESN o-PLnST wc) KK mow. 6M]O 66°a .q� 1_
21, LOT 1Z PIPE AREA TOTAL CORP. RAIN O x I RUNOFF PIPE SIZE NEEDED ''''''''''PIPE"'''''SIZE USED LL tatwl. 66956 - 6000D
O ''111 I I r8� SpIq,1.0W r®1CAL,LLL F9.1,PG 62,LOT I ICD _ '(_➢ �--
Q W11 1 I. 09) o0o0sw0oDVR T
PARCEL ID.164178 '�A FALL (w'S) SIZE SLOPE CAP 912E SLOPE LENS.
>II 1 ri DB 2464,P6 269 I 100.LEFT 110.1 LAB 6 cc, y w.A. 66200 6,6.9J m 61610
� -•,
�11 I ''r PB bo,P6 70,o D �{ 2 035 035 060 106 565 bb s• 000 lab 5• 05 66' #
8�' D 0 d11I II .1 1 IIN.6W,. 200'TAPER PH. T1 B (I) ^Vz W fl-�, H oo pcoar WOO'56. 6 20� 6130
U Q 91 0.46 OM 2.54 IV 0.15 2.54 B• 050 6T #
/� 52 000 O60 9.X 19' 03/ B99 IT 050 20'
0 /3 v 99 000 0-,1 401 15• 031 401 15• 030 102. # W 00 6160 61516 Mg 61245 ,o1111 C•r1AI4?
II XI
I DISTURBED AREA: I•03
54 000 O.l, 435 B• 0.45 495 15' 050 112' # [L ...“.L 6Ab 97.. 6TOD0 ,v'�" ..,,,
Q III rr r I1 I 6T TURN LANE 0.64 ACRES# 55 0.10 061 4.92 IT a.56 4.92 15. 1bl 6' # . YAOT L.1. 61560 41040 61030 `OQ o5E391�O/,
Know what's below, I ` 15' 1 56 oJo 0.10 031 5• 002 031 B• 0.95 21N # 55 !GOT LJ. 6AW B200 6e9.a0 1 QQ �%
TT EC 0.1, 61050' 0652 MO 6050 rEU SEAL
TOTALDISTURBED 51 00 035 '� O11 '� "° # ,asaa Call before you dig. IV��';- EROSION CONTROL LEGEND 000 °39 2,° IT OE 230 I, 535 w y # W:IXJr W. 6A00 �� 6WM :�
a CC MITES SILT NW E RIEi KORLiKN . 6.
0 20 41:1 ISO 120� � 59 1.19 132 0.59 IT Ob6 039 18' 129 95' # W (R5 - - 669.T0 �9 FNO�jEE�• •1 0E1W65NLTBYE AREA: I 9 ACRES± 40 0.1, 169 935 IT 060 935 IB' 0.93 21' # HV 151 66130 6N.,I UULN 601A2 - N/ S °
�� oB1vIB3 GP'nf9�N@A Al 0.04 LIE 9.Tr IT OM 9.T1 IT 104 46. # lot HM 66430 0832 EEO 661E ,,,,NP1 TV s
SCALES. 1"•40'HOME.A 1•.4'VETRT. -- --- ------ ---- -- - --- 42 030 005 11.41 IC 1.20 11.41 10' LT 1ST # TT HJL 694.A 650.70 fE%,b) 66O.T
,5 030 0.50 110 IT•
00T 1.10 15• 0.66 SE # tlf@v-"DF'WPLKO&FJ OB-O✓9-23
' -NLPT 11lES MOOT LJJ.VE KWT STIR 15105400U
44 0J5 0.15 095 IT 006 0E5 IT 100 6' # MORT FOR 061E INET91L LL 1HH APE rOLPH@.WE
45 OJI 0.11 V �/ V 062 IT 0.09 062 IT 100 B' (LaM LU N311W wPB 51RILRRfS IN R+➢Bt TO MIWMIJE _^
# D56PBN5 nE 0651d1S IZ'INTBILN:f1R Gtt WM36`E PFO®i. 111 \I
- •16 006 006 030 1.06 565 054 b" 006 034 IF 8.45 1• # -All 0.66INLET TOPS ARE TW OF ORE 'J
-B RAMP BO SECTION
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SCALE.
PLAN, I.•40,
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o-iii S. ��CTL��TD"T DvAnp��I WIDENING�3�d�s •
PLAN 8 PROFILE
ID NI NG- -
SCALE: AS NOTED
_ - - c A c y
STA.O+00 TO 6+75±- DATE: IO-04-18
C) PROJECT: 131b-14
m o o o o m 5 - o 4 ei �o $ $ $ DRAWN BY: MV
O �I 2 3 4 5 6 7
SHEET EC - 9

S. FIFTH STREET ai; WI DE NI 1\16
Q NOTES:
-ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF MEBANE \ REVISIONS
Rol Ex.0.-RA1 50'x EX.LL-14Y1 AND NCDOT SPECIFICATIONS AND STANDARD DETAILS,LATEST EDITION.
1;RA1NAGE CALCULATIONS A...INDICATES RCP PIPE 3,0„ VW* 20' 20 -SIZE AN CONTRACTOR SHALLEXISTFV ALL UTILITY COMPANIES FOR TO ATION,
SIZE AND DEPTH OF EXISTING UNDERGROUND LINES PRIOR TO BEGINNING Jet ROUND COMMEns FEE.Ems
RATIONAL METHOD:0=CIA fIo YEAR STORM) *...IND1cATEs NrLo-PLAsr(PVC) •1 5'�'-T- ANY DEMOLITION/CONSTRUCTION.THERE MAYBE EXISTING UNDERGROUND \
PIPE AREA TOTAL 00EF. RAINAIL G z RUPIDPF PIPE SIZE NEEDED PIPE SIZE USED 6 P� 51k1,Lon¢ yt LINES THAT ARE NOT SHOWN ON R L PLANS. PROP.STORM MH \, 2Ae ROM COMMENTS,AFNL 2019
SIZE SLOPE GAP 'SIZE SLOPE LENSTH 1fAAOL a61uA..1R1R 2,,1 -CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES TOP:60450
G` BUILD PROP.STORM HFI SF ]M ROUND COMMENTS.DINE 2R9
kA,t PRIOR TO CONSTRUCTION. INV.,681.41(IW r PILL ON TOP OF EX.6'RCP® $`'S
2 0.45 035 o.eo T.06 505 I. IV oaB 166 V 1.03 be' IT su»wK -1 -6• L 6• -CONTRACTORPRIOTOBEGINNINGIS ONSIBLE FOR CTION.OBTAINING ALL NECESSARY PERMITS INV.:681.42(OUT) �i b Y-
TOP,bB525 Ok RE ROUND COMMENTS NTT S 00
S' 55 FULL WIDTH O ER AYse 5 3I o.45 0.45 254 15• o.D 234 I5' 050 0T # PRIOR TO CONSTRUCTION. PROP NCDOT Cl EX.INV.:681.95(INI ,„ ���
52 000 060 5.59 IS 031 5.5A 15. 030 20' # 15"•i95B _ TOP:65450 INVR' .91(WO A * REM 11B STORM,MARCH 2V11
4'119AC CONTRACTOR SHALL CONTACT THE L..,DISTRICT OFFICE AFTER U' 946.
59 ODO 0.11 401 IS' 0.31 4D 5' O50 102' # PRE-MARKS ARE PLACED ON ROADWAY AND NCDOT SHALL HAVE ® NV.:68.%(OVO R'ADJUST
'efyTIE 30'
S'B2SAC 4B TO REVIEW THESE MARKS I.OI%C E PLACEMENT 05 FINAL MARKINGS. ADJUST EX WV / INr C NCDED SUBMITTAL 08-08-23
54 000 0.11 4.55 IS 0.43 435 5' O50 112' # -CONTRACTOR SHALL INSTALL SNOWFIDWABI.E MARKERS ACCORDING PROP.NCDOT L AS REOb - ''
55 0J0 061 4.92 IS" 056 402 5 1ES 6' # 5.FIFTH STREET WIDENING SECTION TO NLDO STANDAARDS. .` ©ITOv aaT4o(our) 'G PH. /► ./ pb'A
% OJO 0.10 0.51 IS' OM 051 5' 0.95 ]II' � ^ / /
5T 0.59 039 220 IV OM 2.20 I5• I.26 tea # N.T.S. \G W"P �J �G TOP 66450( y /.,1� © JJ�
5B 000 039 2.20 V OM 2.20 15" 5. 6' # I NV..6B 25 OUT) � :` C
59 1.19 132 e59 IB' Ob6 H59 ID' 139 q5' # lMl' ��� TOR PHGDOTG© � 9�a• X D
40 O.F Ib9 9� IB' 060 955 IB' 0.93 21' ` q :r c. " b0' t
41 004 I.69 9.35 16" O60 9.35 IB' 0.9 21' # t\� \` M NVv 66 D0(OUT) �WDE W AS READ ;� '�,��M� � b 1
..G %\ 0t6 RADII Mj ' �i/ T' WR �1- 'cv-°'` I M
42 050 205 10.65 11' 130 11.4T IB' I.Ti 50' # D" 940 5.FIFTH TT 600.7(OUT) '& / e e • TIE PROP.30'Ltb 1
T \ �` INV.,660.16(OUT)
1B V '� ®� INTO Eg:G. R
OVIHOPJES
43 030 030 I.70 IS' 0.00 0A 15' SAe 8 # T ' M \W © 55 INC. lb I.b gN�EX WS R500 1 e I I. ,, C pN r--F .4/ et
45 O.11 0.15 Ob42 13' 003 062 IY 100 6' to R ) /
0 6 \ -
4s 0II 0.11 �/ �/ N/ # MN 680A0 OUT i 8 ip0'• �� 7.
006 o.oe 060 106 1 565 # 1 1O (PROP,GAM G PB 37,P6 173 . A -�• 4K S� 1,
BRAOFORD[CURT CONDOMINIUMS -Ej TOP:t.•1(1 ®"`� lt�"/" �qs�} •�. $ ,�• T\ /N
MAP OPE OF TWO INV.6BO IS OW g 'v
5.FIFTH STREETS WIDENING 930,952,954,956,956,960•9625.FIFTH 5T. LLLLI INV.680.15 ON)
STORM STRUCTURE INFORMATION I PARCEL ID.164361,A4366,164365,164362, RELOCATE PEDESTAL t 75•651 7,402) $ j � � / y���,'- �p.�y`' / O\
STRICTURE STRLGII.RE TOP INVERT IN INVERT OJT z 6436,164360 t 164359 SINE WIRE AS RE-OV. --•,-GOM.L -gFy.J f/ �� i �. %, y�(Qc'. \
HO. TYPE ELEV. ELEV. ELEV. -,
DB 1239,P67(Y3 PH. TOP 6. • D�
ff HN. 665a 36.450,BNJ bd.9l PB 62,P6 16,LOTS I TO 7 PROVIDE NEW INJ •80.�(OUT) ® ie�. /'- \ � U
(STD N5T-1,907) R T16 C46 RADII .^' °V -
F KNOT C.I. 6Mb - 6RS sMol'AO PROP. DM.CI En I +++//Y���� ,Y��'j ' ��o z S
66 NCWTL.I. 66130 - MAN Tom'•1�; 1-B"CV ® ^ -- . //_ j�� 8 PT 6REANLAND,LLG / .^
Eau s' R MARY JADE PORTERFIELD I S ' \ Ma X - �4 5 NL HWY ` V r 6
-N I' Re.5013T INV.618A0(INI 1-12'N P TE 119
HI NCDOr c.l. 664.E - woo NIMBI r,Av:w• 5.FIFTH 57. IW.677.90(OUT) 15"PEEL ENCASEMENT 1'x.. - +{ ��. �•� ` •it `iS PARCEL ID I64563 /
L Can CI. 564.20 660.I5 660.10 11__ III PARCEL ID:164354 PIPE,0.25"WALL 81N y, j ^"' ••era ml�'_01T�•'��n • ,f' d� � RNA \ 's^6.t' \�� DB 314,P6296 \ z .�ry
KK F5 - 660W - T X'• e
\ , py DB 3443,P6 LOT ,03 EXISTING PROVIDE NEW�.• MJR k,BLOCKING 4. � � 'J.A\r III dr /': �' /*rota 4$•J�, AD +.STORM\ PB bl,P6 17,TAT B (/\�� } LLO (V
LL Lan L.I. b.. tit oN 6n.90 I ar !I 9TOP 1 Ili �� :��_ },.,,...x+ ➢'" 'dAi , '` 1�1cPRtO6V10 IiffYl•@-,. -`RHiro. rZ-Ll r m
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rn can e.1. 6a5e Ee WIRIAS,LLL J AJ
B D.I. 662eD 666E REE-� ELEv.,6Bo21 � I t r. ' .m_ �+ RE EEf� PARCEL
EROSION CONTROL NOTES: ~
bT120 DI - , nI,1_L�M'[,jam �� - US.,..- •" W�ifRWE�+� -1- ~ I -� �`� BEHIND Ltb MH AST. R 11 � 'ID,77 •WHEN THE PE FI Y RESPONSIBLE F RAL PROJECT
J
;, 'Ip p p FOR THE ovE cr .L��
6T40 - 5145O - � * .�_-C ' d. I� ` 1Jr '� ,� ? ,�'1 0 ,,�N,� PB 50,RS 46,LOT IS NOT
O THERE SON THANCIALLYNSPONSIS OF ELEFOR MINING ACTOIFE BORROW
ROWAREND RE V, LL
LO NLWTL.1. 6T5.20 .. 61210 .-n 2'r- 1<T" _�- j - + ��• 99 ,.�l� `-� nEFAIRPORT,LLG 'iP \O{$ AlE \ WASTE AREAS OTHER THAN LANDFILLS REGULATED BY THE DEPARTMENT OF 9
PI NH 6T669 toss MO 612A0 ]' `li
_.'ldlI' .• - 1� 11 PROVIDE NEW 941 5.FIFTH 5T. 0'�Y� \ d b�'!� EX. HUMAN RESOURCES,SUCH AREAS SHOULD BE CONSIDERED SEPARATE LAND L = +
• __ z
' ` r• T�', _ +. �.� . 1Lt6 RADII PARCEL ID:164362 OPE' �} \ DSTURBING ACTIVITIES$DBJEDT TO THE SEDMENTAlION POLLUTION CONTROL
pUz,1
m NLNTLl bTi90 61090 6Me0 tt _- +-- $'"- I -� T 1. II ACT OF MI 4A -
RR IY W. 61340 61060 B1000 E � � '. -.. �1�a �!*+� �� -2'0N'LLL P�. DB 2760•P6925 -SOIL STOCKPILES(IF ANY)WILL BE WTHIN THE EROSION AND SEDIMENT Q VVV 8
vKE�aRe < 6,,55..,, ISM
�i / � E 9435.FIFTH 5T. 1 E�50•P646•LOT2 \ CONTROL MEASURES. JJQl
% IYNT01. MOO e1000 660.90 a nALITMX TO POEM
_ n�,Ad +�-' ... �1-_�-/ S@ DRIVE:--,. PARCEL ID:164370T16 I
HrcumT.5 0 nOPOEMx _ ' 11�•
11 IA D.I. bTo50 6662I EX) 66790 F%1 Z ,sa oR A65wAt+ �� DB 904,P6 101 \ TMJ A t H.51x,KNe EROSION Z
- ea. e,. 1.1 ,� •1 =Q,S - ��• F --�'�� 439 S. I1D M I I ALL EROSION AND SEDIMENT ONTROL�MAOL.CTICES WILL BE INTENANCEG D SCHEDULE OR STABILNY a
.111.4...10.5 gs x-sESNxr R
SECTION A-A :�� 0. M DB 5OO,P6 H2 AND OPERATION FOLLOWING RUNOFFPRODUCING RAINFALL BUT IN NO CASE `D
FS bE(O669.10 , ' • , . ,:/ I g I ; 1 PB eA,F646,LOT4 I I LESS THAN ONCE EVERY WE NEEDED REPAIRS BE MADEMMEDATELY TO W Q
6N,ft19 N4U bB142 zvBWk RAeP RN9Mv ' '„t---__i MAINTAIN ALL PRACTICES AS DESIGNED. Z J _
MH. 6BI30 65139(50451 691125 I , _ _ 1 B -�p, d'T M I) 1<. I 2.SEDIMENT WILL BE REMOVED FROM THE 6TONENJIRE INLET PROTECTION DEVICE WHEN =W
`-•Jr�,_-" _ \ STOMGE CAPACITY HAS BEEN APPROXIMATELY 60%FILLED.GRAVEL WILL BE CLEANED
YT MN. 654.E MO.T633X46) 66011 MN) A' -- - ® 1u1 ll� z
y�..� 1 II- OR REPLACED WHEN SEDIMENT POOL NO LONGER DRAINS PROPERLY.
-- 1 _ _� KEYSTOPE 6ROLP,INC. 1 Z
O..AP TN(NFJ I� J �� ��' f ' 11' PH. T1B (III) 3.8EDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE IF WHEN IT BECOMES W��
J-/y---I! NO HIV 119
-ALL LARB INEI9IW TLII ARE NGWTSTrtE�1D.ebW -' TOP•-:2•• 11� ABOUT IN DEEP AT THE FENCE.THE SILT FENCE WILL BE REPAIRED A6 NECESSARY TO
DIC FOR OM INLETS JJ,LL I FM L FCWE I I INV.,616.90 I)0) D PARCEL 4.ALL SEEDED BARRIER.
WILL BE FERTILIZED,,SEEDED AS NECESSARY.AND MULCHED T -1
(Jt(Ma)B5111O CLRB STWLIIT£'i IN ORO5t t0 MNM2E � INVa 6T.20 N)(2) DB 3B31,P6476 ,�1 DISTURBED AREA. ACCORDING TO AREAS WIFICATIONSTLIZED, AINA VIGOROUS,SSARY.NDMUCHEDGETATIVE ER. •
N.161E MM.WHAT.LW PER CM OF FEB.R63EST. PB 82,PG 356
-ALL CURB INLET TOPS ARE TOP OF 0.RB. N,R.16 Rls/KE Siau6 ^NV.:61660. ) PH.T1A L� J 'fl 0.55 ACRES± �""'
-F. RAF.DO SECTION
-HD. "w" EGTION B-B r 2 = MAINTENANCE SCHEDULE
-ALL STOW HAS ARE NGWT STYLE(MD.6b9/6 W52)
(n 1)ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY
NTNA70 GOO.DRNEF D�a „15 L V P H. T 1 B(II) NA' L�1 •J OPERATION ANYFOLLOWING OREVERY CLEANING
STORM EVENT,BUT IN NO CASE LESS THAN ONCE
� 1-.., > EVERY WEEK.ANY REPAIRS OR CLEANING NECESSARY O MAINTAIN EROSION AND
MAL-
DISTURBED AREA: X z aJ SEDIMENT CONTROL PRACTICES SHALL BE COMPLETED IMMEDIATELY. vNCAIIII
-p>� E1111 .
2)ALL SEEDED AREAS SHALL BE REFERTILIZEO,RESEEDED AS NECESSARY,AND MULCHED `"� ...94 i
._
64 T 62 0.69 ACRES± ACCORDING TO THE SEEDING SCHEDULE. ` Q" ESSJN�4.%:
_ •riI 3)WATER AS NEEDED AND MOWT03I0"TO 1.HEIGHT.TOPORESS WITH 40 LB/ACRE ���0'9'OP Dy-
51DEWALK RAMP DETAIL `�� ¢ "� NITROGEN IN APR,SO LB IN MAY,SD LB IN DUNE,30 LB IN DULY,AND 2650 LB IN AUG. _ ¢ SEAL Y .9
(PARALLEL TO STREET) EROSION CONTROL LEGEND 0 ..i TOTAL DISTURBED AREA.
=0. 14984 ;�`
SCALE:
D DENOTES ONMET9RE INET POTION COW PLAN: 1"=40' N EE
0 20 40 80 120 Know what's below. K K D5OIE5 SILT FISKE .I
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S. FIFTH STREET ROAD WIDENING (CONTO.) ©F a 5.FIFTH STREET
WIDENING
PLAN a PROFILE
�y (CONTID)
1 STA.6+75± 0 13+t 5iy SCALE: AS NOTED
s PUBLIC)
2 _ - - ' DATE: 10-04-18
- PROJECT: 1316-14
g I § i i s 2 E g g i i I i § i § 1 i i I § i i i i i § i i i § DRAWN BY: My
1 6 7 8 G 10 II 12 13 14 SHEET EC ' 10
I •
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SEEDING SPECIFICATION
APPLY WOO LBS.AGRICULTURAL LIMESTONE PER ACRE.
APPLY moo Les.+a+SEERT FERTILIZER PER PORGROwc. e'S1 HARDWARE CLOTH&GRAVEL INLET PROTECTION 6,62
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE OHSITE CONCRETE THOU* ■ SEDIMENT FENCE
-- - - - STRUCTURE KITH LINER LIME AND FERTLZER ARE TO BE DISKED INTO THE SOIL SURFACE TOA MN.DEPTH OF 4 INCHES. ■
THE NCGOl CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. E�g71.11.114
Implementing thedetails and specifications on this plan sheet will result n the construction 2. Provide drip pans under any stored equipment. o ' UTE WINTER EAR.SPRING Wl -_ -
activity being considered compliant w th the Ground Stabilization and Materials Handling e�."•w:"' "k �-r- r ft a 11 TvL •
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the a�rT�"�c,F; .A. LFESCUE-+E0LB8.PER ACRE ■
sections of the NCGO1 Construction General Permit(Sections E and F,respectively).The ;•;g•• KIII&N eH•
project L 11} t D�///'L.(a,�/l B.GRASS LEGUMf MIXTURE
permittee shall comply with the Erosion and Sediment Control plan approved by the 0 t'•.•w•.�'S •�r (II TALL FESCUE LBS.PER ACRE PLUS SERECIA LEBPEDEU PURIFIED/ LBS. - 4.mix 1 Sttenardwareclaw IIa'max.standard strength fabric with wire fence_I
delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent Fluids,store in separate containers and properly dispose as 4 - F,,,.11 ea"' (}loan openings) 6'Max.extra strength fabric without wire fence
may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste(recycle When possible). PERacSCE. LBS.P ACRE PLUS GRONNVCTCH es tee PER ACRE.
5. Remove leaking vehicles and construction equipment from service until the problem y ;^:xa^' N°gL.,a..aae.... EnnivStLeeacue 1m 1 +II •
SECTION E.GROUND STABILIZATION has been corrected. a.w �� A R SPRING LATE SUMMER PER I r k 1 1, I • T Ste i II i sif€rfl p,,1 h f t,
6. Bringused fuels,lubricants,coolants,h hydraulic fluids and other petroleum ducts 6�'{' ' "'�� -,m w<� Ncoorm mw57II • L @vM1.}.q ?CI$
Required Ground Stabilization TImeframes Y P products a4e 111 TALL FESCUE•ImIBB.PER LBS PER wsshed Bone i Y Pat !. II Nh fi�l L,I }
to a recycling or disposal center that handles these materials. •,.,am.n"t-w,w,w.vn _ (2)TALL FESCUE too LES.PER ACRE PLUS GERMANM LLET B i E,�-i Ft is y # ''�,t
Stabilize within this A27:3a": "" B.GRASS.LEGUME MIXTURE P ," fi r ik. Idl le. IEk{{ 1 it PIo6Hc.r
any calendar TImehame variations p�nv new, STMKTRF nor,r,RA�,4nciv,ST,T Rr w"" (II TALL FESCUE�IID LBS.PER ACRE PLUS SCREW. (BCARIFIEDI-e0LB3. "Ph C A, • 216" >Sia I irig. E4 p' I, a�T� Fair.
Ne3
Site Area Description m p--t•ZBva£l.' 5 uu( ^ 5 �` Plq ql I Igt
days after ceasing UTTER,BUILDING MATERIAL AND LAND CLEARING WASTE PER ACRE. ,rf,,I •7+L4}I 7y , Y C� �
land disturbance 1. Never bury or burn waste Place litter and debris n approved waste coma ners. SUMMER ' w { t'Y I4g loll {[E 7 rt'�`
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.gdumpster,trash CONCRETE WASHOUTS GRASS: -{- f { y ,_f kI I It I !T' ''1-^7 iF Natural
perimeter Mopes swales,ditches,and 7 None receptacle)on site t0 contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. 0)TALL A(2)GERMANMLLEr 5LBB PER ACRE PLUS BROWNTOPLMYLET CRS.PER ACRE.SORGHUM-SUDAN I i' I iF ii. S Ai scks',{' II P,_ 4, IF ground
3, Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local HYBRIDS•so LBS.PER ACRE. NCDworusor#57 filtered C + t6 i iR '1{ i
(b) High Quality Water waters unless no other alternat Yes are reasonably available. and state solid waste regulations and at an approved facility. B.GRAN Mime 11edn"e water O''[l; I k.(( Lisa.*' 't I1" /
7 None LBS PER ACRE Plus aeascw LESPEDE --'4V1113ILft/ -'lla5: f.'il 1 r ( -, I IICC
(HOW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above Item and In Ill GERMANMLLET•s 2A(SCARIFIED/ao LBS. .. -, __ ...
from upland areas and does not drain directly to a storm drain,stream or wetland. addition place the mixer and associated materials on Impervious barrier and within PER ACRE ( 'IY. g"down dy 4^ N�
(c) Slopes steeper than If slopes are 10'or less in length and are LATE SUMMER.EARLY WINTER 5 ,!• forward vlong
7 not stee er than 2:1,14 days are 5, Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence. k�gA 333 � the trench
3:1 allowedp provide secondary containment.Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable.If an pen TALL Fescue.tea LIMPER Acne L`x5'u„.za.A :o"+�y; 2I - f brie
-7 days for slopes greater than SO'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for (3)nourres cue-ton LBS.PERACREeccsnsNUALRTEGRArN-
xs Les.!WRAC.lengthandwithslopessteeperthan4:1 7, Empty waste containers as needed to prevent overflow.Clean up immediately if review and approval.If local standard details are not available,use one of the two
containers overflow. types of temporary concrete washouts provided on this detail.
lv rvuu B. LEGUME MIXTURE
-7 days for perimeter dikes,sWAleS, TALL FESCUE-t00Lss.PER ACRE PLUS SERECIA IMPEDE.(UNSCARIFIED)•60LBS. COolAcatiIOo I. Onus tr grade a shallow depression approaching the inlet.
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW 8, Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk PER ACRE.
Zones 9. On business days,dean up and dispose of waste in designated waste containers. sections.Stormwater accumulated within the washout may not be pumped into or (2)TALL FESCUE-.LBS.PER ACRE PLUS OROWNVETCH-25 LBS.PER ACRE Specifications 2. Ddves evenly
around pnden et Me theinlmond st,amadm000cg Me uc wire
p discharged to the storm drains stem or receivingsurface waters.Liquid waste must le scue.TS Las.PER ACRE Plus ANNUAL RYEGRAet vs Space posts evenly around the pedmctar of inlet, maximum or4 feet fence
-10 days for Falls Lake Watershed g Y q )TALL FESCUE LBS.PER ACRE aped. a Cross-Section
be pumped out and removed from project. PLUS SEREcwones EUIUNSCARIFEG-60LBS PER ACRE. 3. Surround me with wire man hardware Blom.Secure me win • View
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE posts wi
ditches,perimeter slopes and HQW Zones 1. Do not dump paintand other liquid waste into storm drains,streams or wetlands. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it AFTER SEEDING.THE AREAS TO BE ROLLED OR CULTIPACKEDTO INSURE THAT THE SEED mesh m the steel posts et the top,middle,and bottom.Placing a 2-foot flap %� Fitter
(e) Areas with slopescan be shown that no other alternatives are reasonably available.At a minimum, PRESSED INTO CONTACT NTH SOIL SURFACE ALL SEEDED AREAS ARE TO BE MULCHEDwTH of me wire mesh under the snivel for anonoang is recommended. steel fabric Backfill trench
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface STRAW MULCH AT THE RATE OF LBS.PERACRE.(APPROX..100 BALES PER ACRE.) t and com act Natural install protection of storm drain inlets)closest to the washout which could receive I. Place clean gravel MC DOT Y5 a 057 atone)on a 2:1 slope with a post p rot
there is zero slope waters unless no other alternatives are reasonably available. hdM1 fib ixna around the come and smooth to an cyan thoroughly ground I
Spills or Overflow. APPLY ASPHALT EMULSDN TO THE STRAW MULCH AT THE RATE OF 150 GALLONS PER ACRE. heightgrade. /
Note:After thepermanent cessation of construction activities,anyareaswith temporary 3. Contain liquid wastes in a controlled area. 5. gr/
p ry 7. Locate washouts in t easilyof
washout.
dda,on level ground and installreuia stone ac ono ed edimint,an destabge area has beenstabilized,remove •
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment muse be labeled,sized and placed appropriately for the needs of site. Anoxs AND RATES HAVE SEEN PREPARED FOR SELEcnox at unulemd sediment,and establish final sin elevations.
entrance padadhfront of the washout.Additionalcontrolsmaybe required by the ovEBEED COVER
grading
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes fromof AAVEGETAeLE covEa SUITABLE FOR soot EROSION CONTROL.
activity.Temporary ground stabilization shall be maintained in a manner to render the construction sites. p gen q approvingt authority. b.mcomput the area properly and stabilized n with gmnodaver. • ,ppe
6. Install at least one sign directing concrete trucks to the washout within the project AREA SOL TYPES,CLIMATIC CONDITIONS,SEED AVAILABILITY ANO INDIVIDUAL Purr ••gym n•• fi U-s .
surface stables against accelerated erosion until permanent round stabilization is achieved. CHARACTERISTICS ARE ALL TAKEN INTO ACCOUNT IN THE ABOVE RECOMMENDATIONS.DUE TO
8 P 8 -- limits.Post signage on the washout Itself to Identify this location. DENSITY, TEXTURAL ounuTrREAsoxs.TIRE ABovESLLEcriervs ARE NOT Maintenance impel inlets at lean weekly and after each significant 14inon or greater) • S.
PORTABLE TOILETS RECOMMENDED FOR LAWN AREA Use rainfall event.Clear the mesh wire oreny debris a other objects to provide 24"
GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout whenat approximatelyor oherte ly 75% structural
limit
1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events.Replace the tarp,sand bagsoro[hertemporarystructural adequate flow for subsequent rains.rake care not m damage or undercut the
Stabilize the ground sufficiently so that rain will notdisIodge the soil.Use one of the streams or wetlands unless there is no tilternative reasonablyavailable.If 50 foot wire mesh during sediment removal,Replan atone us needed. •
techniques in the table below: components when no longer functional.When utilizing alternative or proprietary SEEDBED PREPARATION -
offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's Instructions.
_Tmpo tY5te51RzaRon ' '-"-' -,•'ftieamenentssebiganba on a gravel pad and surround with sand bags 1.RIP THE AREA TO BE SEEDED TO A MINIMUM DEPTH OF 48 INCHES
10.At the completion of the concrete work,remove remaining leavings and dispose of 2. ALL LOOSE ROCK ROOTS ETC.LEAVING sheen SMOOTH UNIFORM.
•Temporaryg seed covered w ll straw or •Permanent gran seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high In an a roved disposal facility.Pillpit,if applicable,and stabilize anydisturbance MOVERi
others it ohec and teIL III crc other mulches and tackifiers foot traffic areas. pp p t, PD PLY SEED AGRICULTURAL LIME.UNDER
SUPERPHOSPHATE UNIFORMLY
•Hydroseeding •other
fabrics such as permanent soil caused by removal of Washout. Aeeccsom THE SOIL SEE RATES UNDER SEEDWGSPECIFICATION.
3. Monitor portable toilets for leaking and properly dispose of any leaked material. 4.SEED ON A FRESH.PREPARED SEEDBED AND COVER THE SEED LIGHTLY WITH
•Rolled erosion control products wiM or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace SEEDING EDUMMENT OR CULTWACKAFTER SEEDING.
without temporary grass seed •Hydroseeding with properly operating unit. 5.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
•Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES
•RavNc sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
•Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions.
suffkient to restrain erosion 1. Show stockpile locations on plans.Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the
•Structural methods such as concrete,asphalt or• 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of
walls and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning.
available. 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is SLOPE SLOPE LENGTH(ft) MAXIMUM AREA(af)
•Rolled egoslon contol products With seed 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of possible or where they may spill or leak into wells,Stormwater drains,ground water e2% 100 10,000
POLYACRYLAMIDES(PAMS)AND ROCCULANTS • five feet from the toe of stockpile. or surface water.If a Spill occurs,clean area immediately. 2b5% 75 7,500
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onslte. 5b 10% 50 5,000
construction,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance 10 to20% 25 2,500
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements.Soil stabilization is defined >20% 15 1,500
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs.
4. Provide ponding area for containment of treated Stormwater before discharging 1. create designated hazardous waste collection areas on-site. MAXIMUM SLOPE LENGTH AND SLOPE
offsite. 2. Place hazardous waste containers under cover or in secondary containment. FOR SEDIMENT FENCE(Table 6.628
)
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
or surrounded by secondary containment structures.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
PART III PART ID PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
CONSTRUCTION SEQUENCE:
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C.REPORTING 1.CONTRACTOR SHALL ENSURE THAT ALL APPLICABLE PERMITS AND APPROVALS HAVE SEEN
Self-ins ections are required during normal business hours in accordance with the tablereportedOBTNNEO PRIOR TO PROCEEDING WITH WORK ASSOCIATED MR THERE DOCUMENTS.
p q 8 1.E&SC Plan Documentation I.Occunencesthat must be 2.SCHEDULE A PRE.CONSTRUCTION CONFERENCE WITH OWNER,AL.CONTRACTORS FOR LAND
below.When adverse weather or site conditions would cause the safety of the inspection Permietees shall report the following occurrences: DISTURBANCE ARDOR EROSION CONTROL AND EROSION CONTROL AUTHORITY PERSONNEL To
personnel to be in jeopardy,the Inspection may be delayed until the next business day on The approved E&SC plan as well as any approved deviation shall be kept on the site.The (a) Visible sediment deposition in a stream or wetland. Discuss THE EROSION CONTROL PUN INCLUDING TRAFFIccoN ON S.FIFTH STREET.
which it Is safe to perform the Inspection.In addition,when a storm event of equal to or approved E&SC plan must be kept up-to-date throughout the coverage under this permit. EFL.THE NEW CONSTRUCTION LIMITS AS INDICATED ON THE PLAN.DO NOT EXCEED
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be The following Items pertaining to the E&SC plan shall be documented in the manner PROPERTY BOUNDARIES WITHOUT WRITTEN APPROVAL OF ADJACENT PROPERTY OWNERS.
performed upon the commencement of the next business day.Any time when inspections described: (b) Oil spills if: PUG THE CLEARING UNHEARD VERIFY KITH THE OGLER PRIOR TO CLEARING.
were delayed shall be noted in the Inspection Record. • They are 25 gallons or more, SELF INSPEcnoN IRATE: et.SIGrvrtuae. L
• They are less than 25 gallons but cannot be cleaned up within 24 hours, a IT DESIGN.rw IMPORTANT THAT TRAFFIC CONTROL IS IN PUCE AND FUNCTIONING AS DESIGN
Item to Document Documentation Requirements TO ENSURE
THAT TRAFFIC FLOW CONTINUES IN THIS WORK 20NE,KEEPING IN MIND THE SAFETY
Frpsarot (a)Each E&SC Measure has been installed Initial and date each E&SC Measure on a copy • They cause sheen on surface waters(regardless of volume),or OF CONSTRUCTION WORKERS AND VEHICLE OPERATORS.
•Inasad Iduers normal ieseasllen records nun include: and does not significantly deviate from the of the approved E&SC Plan or complete,date • They are within 100 feet of surface waters(regardless of volume). SELF INSPECTION(DATE GC GGNITURE: I
business hours)11)Rain gauge locatIons,dimensions and relative elevations and sign an inspection report that lists each INSTALL TEMPORARY too PROTECTION AT EXISTING INLETS ALONG S.FIFTH STREET vs roe
maintained
in Daily Dolly ralnfallin gauge
LIMITSAND TEMPORARY SILT FENCE AS SHOWN ON THE FLANS.
mad In unit as sing a observations are made during weekend or shown on the approved E&SC Plan. E85C Measure shown on the approved E&SC
toed working holiday daily rain
no mdMtlwl-0ay rainfall Information Is Plan.This documentation is required upon the (a) Releases Of hazardous substances In excess of reportable quantities under Section 311 SELF INSPECT.(CATE. GC SIGNINRE: 1
order available,record the cumulative ran measurement ter those un- ,Initial Installation of the E&SC Measures or If Of she Clean Water Act(Ref:40 CFR 110,3 and 40 CFR 117.3)or Section 102 of CERCIA B.CONTRACTOR TO ENSURE THAT ALL NECESSARY PERMIT ARE OmALNEO PRIOR TO BEGINNING
attended days land Nis will dexrmne If a see inspection Is the E&Se Measures are modified Sher Initial (Ref:40 CFR 302.4)or G.S.143-215.85.
Waded).Oars on which no rainfall occurred shall be recorded as ANY ue miniION/RELOCATION OF EXISTING UTILITIES.,EXIST.MAILBOXES,Erc,....,.AS SHOWN
The permittee may use another rain-monitoring device Installation. ON THE PLANS,
approved by the Division. (b)A phase of grading has been completed. Initial and date a copy of the approved E&SC (b) Anticipated bypasses and unanticipated bypasses. SELF INSPECTION(DATE: GC SIGNITURE: )
(2)MSC At lent once per 1.identification of the measures Inspected, Plan or complete,date and sign an inspection I.CLEAR AND GRUB CONSTRUCTION AREA
Meaeuras 2calendar days a.Dan and time of thenapectlon, report to indicate completion of the
and within 24 3.Name wine person performing tile inspection, construction phase. (c) Noncompliance with the conditions of this permit that may endanger health or the SELF INSPECTION(DATE: GC SIGNITURE: I
hours Of a nun 4.Indication of whether the measures were operating BGENERAL CONTRACTOR SHALL ENSURE THAT oeios0N CONTROL OEVICESAREIN RACE AND
event>1.0Inch In property, (c)Ground cover Is located and installed Initial and sate a copy of the approved E&SC environment.
24 hours 5.Description of maintenance needs for the measure, In accordance with the approved E&SC Plan or complete,date and sign an inspection FUNCTIONING PRIOR TO GRADING THE CONSTRUCTDN AREA.
6.Description,evidence,and date of corrective anions taken. Plan. report[o indicatecompliance with approved SELF INSPECTION(DATE: GC SIGNITURE'. )
13)stormenter At least once per 1.identiaunon of the discharge out-falls Inspected, 2.ReportingT nefram and Other Requirements B.GENERAL CONTRACTOR TO RELOCATE EXISTING POWER POLES.PEDESTALS,GUY HARES.
alloharee ]alerhtlar San Z.Data and time orthelnspemop, ground cover specifications. After a permittee becomes aware of an occurrence that must be reported,he shall contact WATER VALVES,MAILBOXES,ETC........ACCORDING TO THE APPROVED PLANS.CONTRACTOR
oudalls ISDOel end within 24 3.Nome of the person pedorming the inspection, id)The maintenance and repair Complete,date and sign an inspection report.
hoarser a ran 4.Evidence of Ins ofrtmmwater pollution such as dl the appropriate Division regional office within the timeframes and in accordance with the TO VERIFY SR AND E,LOCATION A MATERIAL OF EXISTING UTILITY LANES PRIOR TO INSTALLING
requirements for all E&SC Measures PROPOSED UTILITIES.
2anit 21.0 inch in sheen,floatings 01 a suspended solids ormscomration. have been performed. other requirements listed below.Occurrences outside normal business hours may also be
hours S.Inmsasmn of visible sediment leaving the site, reported to the Division's Emergency Response personnel at(800)662-7956,(800) SELF INSPECTION(DATE CO SIGNITURE', 1
B Description,evidence,and date of cictive actions taken. (e)C°rrective actions have been taken Initial and date copy of the approved E&SC 858-0368 or(919)733-3300.
(41 Perimeter of At least once per Rennie sedimentation is found outsideeide site limits,then a record to E&SC Measures. Plan or complete,date and sign an Inspection to.CONTRACTOR TO GRADE WIDENING AREAS AND INSTALL STORM DRAINAGE WITH INLET
Me 2calendar days of the fallowing shell he made: •report toI indicate the completion of the PROTECTIONASGRADING OPERATIONS DICTATE,CONTRACTOR TO MAKE SURE NOT TO RESTRICT
and witmn24 1.Action taken to dean up or snblllze the sediment that has left -- ACCESS TO PRIVATE PROPERTIES OR BUSINESSES D.C.THE WIDENING CONSTRUCTION.
Hours of Min the site limits COfrestive action.
Occurrence Reporting Timefremn(After Discovery)end Other Requirements
' event a1.01nch In 2.Description,evidence,and date of corrective actionataken,and (a)Vblbl¢sediment •Within 24 hours,an oral or electronic notification.
SELF INSPECTION(DATE- CO SIGNITURE' 1
24 hours 3.M explanation as to the anions taken to control future deposition Ina •Wlthln'calendar days,a report that contains a description of the
all • 2,Additional Documentation 11.CONTRACTOR TO INSTALL STONE,CURB,PAVEMENT AND CONCRETE SIDEWALKS.
(5)5tree ins or At least once per If the stream or wetland has Increased visible sedimentation as stream or wetland sediment and actions taken to address the cause of the deposition.
wetlands eosin 7 calendar days stream has visible increased turbidity from Me construction In addition to the E&SC Plan documents above, following items shall be kept On the DIASIOn staff may waive the requirement for a written report ono SELF INSPECTION(DATE, GC SIGNITURE'. 1
orhevite and within 24 activity,then a record of me following shall be made. Site - case-by-rase basis. 12.CONTRACTOR SHALL ADJUST EXISTING EROSION CONTROL asyeoeESAS REQUIRED
(ater. hoarser e nun sniptlen,evidence and date of corrective actions taken,and and available for agency inspectors at all times during normal business hours,unless the .If the stream is named or One to 303Id)ISI as Impaired fersediment' WRING THE CONSTRUCTION PROCESS.CONTRACTOR SHALL INSTALL ANY ADDITIONAL
accessible) went.l,O Inch In a,Records of the required reports to the ea.roalate DIWamn Division provides a site-specific exemption based on unique site conditions that make this related causes,the permittee may be required to perform additional EROSION CONTROL MEASURES AS DEEMED NECESSARY BY THE EROSION CONTROL INSPECTOR.
24 hours Regional Office per Part 111.Sectlon C.Item(2ila)of this permit requirement not practical: monitoring,Inspections or apply more stringent practices if staff
of this permit. determine that adtlltlonal requirements are needed to assure compliance SELF INSPECTION(DATE: GC SIGNITURE. 1.
or After each phase 1.The phew of grading(installation of perimeter MK
�+ rtebllizatlpn of pedrng draasures clearing ompletion Mansteldtionofsng (a) This general permit as well as the certificate of coverage,after It is received. with the federal or slate or eleed-Waters conditions 19.GROUND COVER ON EXPOSED SLOPES AND FILLS SHALL BE STABILI2EO WTHINT DLLENOM
S measures drainage facilities,completion Mall lain-disturbing (b)Oil spills and • Within 20 hours,an°rat oreectrOnk notification.The notification DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING,PERMANENT GROUND COVER FOR
activity, or redeveioRment,permanent (b) Records of inspections made during the previous 30 days.The permittee shall record release of shall Include information about the date,time,nature,volume and ALL DISTURBED AREAS MAN n WORKING DAYS OR BO CALENDAR..S(WHICHEVER It
ground the required observations on the Inspection Record Form provided by the Division or hazardous location of the spill or release, SHORTER)FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT,
< co a on that the required ground steallizatm"
Gb� measures have been provided within the required a similar inspection form that includes all the required elements.Use of substances par item SELF INSPECTION(DATE: GC GGNITURE'. L
or en
anet they will be provided as electronically-available records in lieu of the required paper copies will be allowed if 1{b)-(c)above
tYi uonfas poulbleassunin shown to provide equal access and utilitya5 the hard-copy (c)AntioWted •A report at least ten days before the date of the bypass,()possible. 14.ALL SEEDED AREAS SHALL BE REFERTILMED,RESEEDED AS NECESSARY,AND MULCHED
py records. bypasses(40 CFR The report shall include an evaluation of the anticipated lit and ACCORDING TO THE SEEDING SLNI:IXgE.
«m's NOTE:The rain inspection resets the required 7 calendar day Inspection requirement. pa quality
(c) All data used to complete the Notice of Intent and older inspection records shall be lzaal(m)(3p effect of the bypass.
SELF INSPECTION(OATS: GC GGNITURE:
ific(d)Unanticipated • Within 24 hours,an oral or electronic notation.
g maintained for a period of three yeah after project completion and made available bypasses(40 CFR • Within 7 calendar days,a report that Includes an evaluation of the 16.UPON COMPLETION OF CONSTRUCTION.°STABILIZATION of THIS PHASE REMOVE nCq l
b upon request[40 CFR 122.41]SE 1z1.41(m)13N quality and effect of the bypass. ALL TEMPORARY EROSION CONTROL MEASURES FOR THIS PHASE.THE TEMPORARY BORROW t'(N....,.ROts„
g IBINoncOmpinnce • Within 24 hours,an°tai Or eleCtrOnlc notification. roesING USED AS A TEMPORARY SEDIMENT BASIN SHOULD BE CLEANED FREE OF SE DIM ENT. `�Q7 0pfi S810-�/vie
With the conditions • WRhln?calendar days,a re port that coma ins a deSCrimbn of the ANY SEDIMENT THAT IS REMOVED SHALL BE DISPOSED Of PROPERLY,CONTRACTOR TO •:qq. 'S. af.� a/�. e�a�/ {/,y
g of this permit that noncompliance,and its causes;the period of noncompliance, GRADE TO DESIGNED ELEVATIONS.CONTRACTOR TO RELOCATE TEMPORARY DIVERSION DITCH = 1,
yRROS ON CONTROL V!T/flee FLAN
}6s may endanger Including exact dates and times,and if the noncompliance has not Y2 TO DIRECT STORM DRAINAGE RUNOFF TO THE PROPOSED NET DETENTION POND. SEAL
health or the been corrected,the anticipated time noncom stance Is expected to ?O 14984
spSELFINSPELTION(DATE: GLMGNI URE p; MEBANE TOWNE CENTER,PHASE TIB(I),(II) d (III)
environmen[(40 continue;and steps taken or planned to reduce,eliminate,and 27
:9 p
CFR 122.01(1)(7)1 prevent reoccurrence of the noncompliance.100 CFR 122.41(1)(4 �' NEE •
• Division staff may waive the requirement for a written report on o V{7
H:i '' 5.FIFTH STRffT ROAD WIDENING
case-by-case basis. t I n
a ""' sss ALAMANGE GOLNIY,MELVILLE TOWJSHIP GITY OF MEBANE,NORTH GAROLINA
a' Oe-OOr-23 KEYSTONE AT MEBANE OAKS,LLG
370.9 ALLIANCE DRIVE GREENSEORO,NORTH CC.AROLINA 21407 mown
p soul E N.T.S. DATE 00-02-23 1316-14
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 LAND
ENGINEERING AND SURVEYING,LNG. PLAN
LAND DEVELOPMENT CONSULTING SHEET CORPORATE LICENSE HIEN0.INT,N ECD-1
ONE. %)y 1 STREET,-F POINT,NO 2-01
PHONE.[phone]-•FAX(336)BI2-BTBO
9