20200798 Ver 1_Attachment F- Impact Figures (RED)_20200616

CHARLOTTE
W6TER
LITTLE HOPE CREEK BASIN
SANITARY SEWER IMPROVEMENTS SEWER PERMIT
` PROPasED SEvvER
LOCATION MAP
PHASE 1
CHARLOTTE WATER PROJECT 2018000620
BLACK & VEATCH PROJECT 400783
JUNE 2020
0 BLACK&VEATCH
Black & Veatch International Company
Business —n- No. -794
10925 Devld Teylur Dr— SUIIe'280
CM1arlOtle, North Carolina 26262
C 4-1 .
PARK CONSTRUCTION OF NORTH CAROLINA, INC.
416 AIRPORT BOULEVARD
NOORISVILLE, NC 27560
a.w1ITT11 ® Ne. INIT11-IN.0 RETOcnnoN.0 M111-nnoN OF PEwnH rvo11
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oRiow orwasrEwnreR 0 .Merv. .corvoos Oo NDUCoM= TIER
ooL
THER
F APRETREATMENT PERMIT 11RE-1RED, HAS ONE BEEN11,ED. ❑YEM ONO NSA
1Z11 ❑rvo
R E NE®E RMoEo TNCDEMDME,u rMINIMUM DEM1GNIT. DI—METBYTaIMTE
xv soNATURE MD 1EALI GNiFiES THAT i HAKE REViE-D THis MATER11 MD HAKE
, TH THE PRoeo ED DEsiON.
vORTH CIOLINA P ROFE1110— ENGINEER 11EAR, soNATURE, AND DATE
JUDGED IT TO BE corvsisENT
•�•� ""• �•r.
•,�`�RN CARp�
10142
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10192%
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aTPERMIT No. guED
w�ra,TF—ATTOeATIONRECORDEDBY

SHEET LIST
TITLE
GENERAL SHEETS
IT WITH LOCATION NA
11 SHEET LIST AND GENERAL NOTES
REVIATIONs. LEGEND. AND SYDBOLS
OVERALL SITE PLAN
PLAN AND oFILE -STA 1-11 T
PROFILE -STA 1 BILL TO STA 17.00
1 PLAN AND PROFILE -ST437—To
TAIL SHEETS
CML DETAILS -1
10 CML DETAILS-x
GENERAL NOTES
EROSION CONTROL NOTES
BYPASS PUMPING NOTES NOTES

SSE EXISTING SANITARY SEWER EasEnIENT UNE
FIVE PFRMaNFNT sawTaaysewFR FasewFNT UNF
PROPFRTv UNF
—RAW M- RIGHT-OF.W.AY LINE
LINE
5/L 5/L SECTION LINE
ti ❑ ❑ SILT FENCE LINE
EXISTING GRADE CONTOUR
---- } FGISTING PIPING
1 CENTERLINE
OLE OHE— ELFcrwCAL(Q-1EeD)
----UL----UL— ELECT ICAL(ONDERGI-ND)
Tr—rr� RAILROADE—TRACK
-T T— TELEPHONE )OIFRHEAD)
----LT----UT— TELEPHONE(UN.ERGROUN.)
e ss saNITaRV SEWER
—so-11 5TORl DRAIN
-----o----ro— UNDERGROUND FIBER GPTIC
---UTP----UTP— UNDERGROUND TELEVISION
(G) IN
111�ER ORAGA (G)ry GAS VALVE
�(GM� MITER OR 515 M ETER
OS Q S-ER OR STORMDRAIN MANHOLE
VALVE
�) UTILITY POLE.VITH GUY. ANCHOR
Yf IIFI HYDRANT
2fY YARD HYDRANT
STREET LIGHT PGLF
HEDGE, BRUSH, SHRUBS IMOODS
®—®�® EXISTING TREES AND TRUNK DIAMETER, TYPE
]i MK
K SPOT ELEVATION
GENERALLEGEND
DESIGN POINT ® EARTH OR GRADE
T.sy,L PERCENT SLOPE W= =W SEDROIK
2.10 STATION GRANULAR HILL (CRUSHED ROCK OR GRAVEL)
3.I SLOPERON NISI 0 SANG
c2A CURVE NUMBER 0 AC PAVEMENT
x 4562.63 SPOT ELEVATION 0 CONCRETE
SURFACE. STREET. R.I. OR DRIVE ENGINEERED FILL
RIPRAP
SURFACED STREET, ROAD OR DRIVE WITH CURSs CHECKERED PLATE
CATCH BASIN BARGRATING(LINES IN DIRECTION OF SPAN)
PROPOSED NEW MANHOLE ABANDON IN PLACE
-- -- DRAINAGE COURSE OR FLOW LINE DEMOIISHIREMOVAL
—32FINISHEGGO—A NT.UR
TOP
yS.ANKORSLOPE LINES
TOP
LAID THs(Z SORE HOLE OR TEST HOLE .AND NUMBER
SURVEY LINE WITH PI. PT OR POT
CONCRFTF FNGASFMENT- PLAN VIEW
CULVERT
-- } NFw PIPING
111 NEW PIPING IN PROFILE
BUILDINGS, STRUCTURES
STRUCTURES UNDERGROUND
CFUTURFBUIUNNGS, STRUCTURES
PENCE
CENTERLINE
YY FIRE HYDRANT
Cfy YARD HYDRANT
0 STREET LIGHT POLE
ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION

O 4"
S5;,t
D 7
aQ o0
NEW 36" SEWER
\ S3-S4
\ Sheet 5
V
[Z:�
/
sNFP a
a Q
o cj Q
�
00
LD f-)d
0 I�
/Ci
w1-W2
Sl-S2
Sheet 4
PLT-PPi-SHEET4
®—.—
Black & Veat.h International Company
ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
CNA"OvT[ CHARLOTTE WATER
WiUTER CHARLOTTE, NORTH CAROLINA
LITTLE HOPE CREEK BASIN
SANITARY SEWER IMPROVEMENTS
lElT.PaoF -� CIVIL
OVERALL SITE PLAN

..........
—
o
OB@PROP.
ALIGNMENT
DTTT BDSAR DR,EK
„H.Gs
TEE„P
QA—L 3301Bo ,00.,B 1p11LL 5011.o AC11OR 38,153
Perennial Stream G - Open Cut Se
S1: Temporary Stream Impact
land AA - Open Cut Sewer Crossing
Permanent Impact (blue)
HL _ -• •A ,•
I" sILiFEINCE.; ,
m
IP, �V\
30 If impact
S2: Permanent Stream Impact
0.02 ac. impact (conversion to herbaceous, utility line installation)
a avPl
� " C
10 If impact (riprap stabilization
p p )
Temporary Construction Impacts (orange)
0.02 fill for timber
r- r
;
REOM
RGSSING
(NOTE 1)
�) -MF 1°LF,L,OC _I,L
i' a } RB
I �il1 ` :` `"� 2B
Note 1
ac. (temporary clearing and mats)
.
OR "DS'4 DIP Sewed
PIP,
✓2(96"OIA). �.
NOTES'
1. RIP -RAP STREAM BANK STABILIZATION WILL BE
NITHEPS AIDE CREEK OR PER ITIHBETI E5H¢E710N..4NTI
2. CONSTRUCT OM INVERT AND FILLETS TO
PIP, TO EFFLUENT PIPE.
3. MANHOLE 5 1 SHALL eE PROVIDED WITH A wATERTIGHT
LIMITED TO 10 LF PARALLEL WITH BANK. REFER TO
SFFP COLLARS SHALL BE INSTATED ON
PROVIDE POSITIVE SLOPEIDRAIN.AGE FROM INFLUENT
FRAM, AND DOVER WITH GASKET.
a. ALL SEAMS SHALL BE EXTERNALLY TAPED ANDIOR
s. MANHOLE 5-1 SHALL DE PROVIDED WITH A FULL
6. ERTIGHT PIPE CONNECTIONS SHALL BE PROVIDED
OR COMPRESSION TVP, CONNECTOR
,DIN ACCORDANCE
1. ATNE
GAIR PRESSURE
SEALED.
WATERPROOF INTERIORTINING,
CONSISTING OF A FLEGIBLE RUBBER BOOT
WITH ASTM METHOD FOR CONCRETE SEWER
(VACUUM) TEST PRIOR TO BACKFILL
s,,N— r ..FI.t / „.BA ,/
ANTI-SEEP
(i +'�'--� �� .a .1 `i
5, 9- i I l
,
1 P) III. :I_••' k, '�� �`� (1
Iso2wo EN A,
Bs, (1zoDIA)::=. —�
5B1a>3 I..✓ '" I I111i II �N 111 �3 b 11I �Q �S(/
e 1, I lalla 2 96 IA
C� E CTION I N�-)T�se.zsu� U
PERMANENT E ASEMEr;1(rvP
PP A
VERTICAL SCALE 1 -A ®euc
BMck & V..t.h III
ISSUED FOR PERMITTING — NOT FOR CONSTRUCTION

-MIT VEN T ELEV 596 11op - _
- m oDD
8n qo
- -1.5
w3 _
_ _ ALIGNMENT
v 0
I
II II
I
I I
sfls-�r----ffiL
J--- ----- ° _u
5 D
G., n°b
36
3s 11PVC- IS- %
s IA, eeoa wcL=2e, 21', s4-az°e eL-14 o3eu
570 Perennial Stream A -Open Cut Sewe
s 1 1FIRF 1.110 ,,.00 .0 OB 0 11— ,3se 14.00 1411 s.ON ,s+s0 1—D 6s° S3: Temporary Stream Impact
30 If impact
I \1 ( f IIII / \ 1// /If M'I 11 '1 ` ♦ /III II_�\\, \.\\\\\3�.` �� _- ---''� CC
\
u , I , I I _ _�S4: Permanent Stream Impact
lII1iI 1Ii i �� '�/%�P�) �I/�`/ III �I��:.-V s"�\\l �\ ��V�• •\�A\�_`. :'�_ �Y �'= `_ -�-_`,,�,-__——`--'--1 ----- -_ ----_o^_ �-`` 3TOaso
i°1�0 If
A impact (rip rap stabilization)
­PssI , o= DL
\ --E517752.71 Note
i 1oPLAINavv-
o PVC
SEINER
PIPE
EXIST ERsEh1NT1(TYP) �� NeE 1 PLD _
8001 96 _ ` � ��``-\ �i Ex 55n,I H-3B5852 dA"DIA11� SILT EENCE
'ITypl I �Ncu cA rze2o -� \
_
IN
172A9.2ou
\ 144NEI
21
R�\1- a� l�a/�o.n4 LITTLE HOPE CREEKS=
` I72 1-1 IT 1 `� _
23_ _-` ROP6 111-x _ -XIST aEJE EASTNT IT'PI �I_y NOTES ��a 1
/ N51;30 / 2"DIA lY� �_i --'' ---_ R -_�� ='E teas_,656jy-5048"DIA? 1.T� ` ���TA,1+�"—�" ` �6 IPE/=o°
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_ cONNEcrExls;eRCPss -®'^ Ex 5n(H'i e a1.1 - s 1 ��®a trv1l_ PQ�
o \IAo OP ssNwlz ®, ®'' �ryi
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s mcTlDNmP,GRRmON sTRNCTIGN 1 1vP .
-
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aN N\/T\\EA n1ENT\
GENERAL NOTESPP2
CNAALOTT[
,. ABANDONExISTINISEI'F AFTER ACTIIATIONOFNFI„sElEB. W�yTER
2. RIP RAP STREAM BANK STABILIZATION WILL BE LIMITED TO 10 LE PARALLEL WITH BANK. REFER ® [LAC¢ NV6'ATCN
ETAIL BHEET 13 FDR CIEegDITDH STaeILIIATION. ANTI -SEEP CGLLABS SHALL BE VERTICAL SCALE , 4 INSTALLEDSIBTALLED ON EITHER SIDE OF CREEK BED PER DETAIL EiSHEET II. 40' 20' 0 40' S' Black&V.-I, International Com P-y g00Te3
3. CUT . AND PLUG EXISTING RCP IS AT STREAM BANKS AND REMOVE PIPE FROM STREAM BED. ­26rneens =2= y
ISSUED FOR PERMITTING — NOT FOR CONSTRUCTION

E
Ca3 P ALIGNMENT
Hi
--
'
—__
��
II
II
II
__
_—__
21
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-
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S_o59%
as
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"1 575
P sT TTESEMENT (ITOVNP)PERMANENT EASEMENT IVI -I v
SILT FENCE ° Ve �T° --
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'�w ° RaP s H', vaE�PE
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9 EB / �3}b6 I ii��'/'
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"I rvs,szse.sz la csz•DIAI \
/'�Fs
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x °roR�oao°Elo,
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-22
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------- : m o
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GENERAL NOTESPP3
1. ASANOON E111TINO SEyVEa AFTER ACTIVATION OF rvEll-EWER. 4 0 4 r
. RIPRAP STREAM BANK STABILI2ATION WILL BE LIMITED TO 10 LF PARALLEL WITH BANK. REFER ®fiLACI[ •V6ATCf1
TO ETAIL IS— 13 FOR CIEEUIOITCH ST1111I2ATION. ANTI -SEEP COLLARS SHALL SE VERTICAL SCALE 1 4
INSTALLED ON EITHER SIDE OF CREEK BED PER DETAIL EISHEET 11. Black & V.-I, International Com P-y
So
1. CUT AND PLUG EXISTING RCP IS AT STREAM BANKS AND REMOVE PIPE FROM STREAM BED. rneexs =zezcz
CR
ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION GJFI

610
C LA 100 YEAR FLOOD
FIT
IF
_=- -Dog---
-- ADE .ALIGNMENT
I IT
„
---- ------ -
sos -----
DArr- 4•mAL=zasT3, -0se" -- ses
--
+i-ozss�, s=n nose
-- ------
Do, L=
---
---- ------
.77
s-o47%
o 95ti -
----- - •mAcsooPVC L=zeaas.s=
Dwc000 PVC, L=zss 51 3--7.-7
sPLC = sr.B-F57o s
1-17F
Perennial Stream C - Open Cut Sewer Crossing and Permanent Stream Crossing /„'; '\ . `----
S5: Permanent Stream Crossing
- 20 If impact (armorflex) °22P° z
i i cRoSSINO T � 9, ss _
IF
S6: Temporary Construction Disturbance � '�Ik „ 'r�-- - OrezNOEaIEA I/,I ;,� ,`' _OnIT L°F1 A
-34Ifimpact ms esl-1e0aDIA)
—9.
Note 5 �14`71 11
r cs D zsPVCSE„ E I
_ 3 -- All I 1 � E� INTO PROPPMIT113' III ` I MT
PERMANENT eASen,FNT FYI) _ _
XDIL s N�,z1zo
AVITENIIIIX a®,s,oLILI, rl-� �. .��`.<� C L zsz°s{,',A 4LI s
4 L// s _ •m. ,.':. e' -RELOCATE
ss��wEo�EwozO OR zaz,°
+ / a xa� s . PL _ �. -T _
4�Rj^ �
w
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Po o RucrioN 0 y
T CONS
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av 4 PssMH 1-1:, nz olAl�"oP Q py a sroa�- xv ��- y m
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.12
1445P 1,
,ALLEY STREAM RD
�,`,',,�,l\�i��;'
GENERAL NOTESFP4 \ y ,
LNAfI14TT[ CHARLOTTE WATER
1. AEANooNExISTINasEI'IERAFTERACTIVATION OFNCI„sEv,ER. 4 0 4 1 WATER
z. RIP RAP STREAM BANK ST.AEIubATION WILL BE LIMITED To 10 LF PARALLEL WITH BANK. REFER CHARLOTTE, NORTH CAROLINA
TO FTAIL SISHEFT 13 FOR CREFI RI LOH STaMM2ATION. ANTI -SEEP COLLARS SHALL eE VERTICAL SCALE , 4
INSTALLED ON EITHER SIDE OF CREEK BED PER DETAIL ESHEET 11. Black&Ve Mh Intern X[io oal�Com B-y
s.CUT .AND PLUG EXISTING RCP IS AT STREAM B.ANKs AND REMOVE PIPE FROM STREAM BED.Do
m6 DZd m. ,b,as LITTLE HOPE CREEK BASIN
HORizONTALSCALE 1 4o SANITARY SEWER IMPROVEMENTS
4. REMOVE AND REPLACE EXISTING FENCE WITH SAME MATERIAL NEEDED.
CLOSING PER RETAIL.SHEET 11 •CILL. of -
ARMORFLEx MArrREss oR Eouni�cRosslrvc w �L BE A MAxIMUM of So -FEET AIDE -
CD P
PLAN AND PROFILE
STA 27+00 TO STA 37+00
ISSUED FOR PERMITTING — NOT FOR CONSTRUCTION

!I 1 1 G IA \
I 1 I
I
6 '
os 1 — Lo 06,
ic°R 1°g1�121 \PROP SSMH9115(72"DIA)�
2oJ i712°C ° SIK° r� — �,4di99.6-6 y ��J[(\I
,II1 v\86a4 4s"D ). \oallS111212
IRT FIG
Nc
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DA
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PER
GENERAL NOTES'
,. ABANDON EXISTING SEWER AFTER ACTIVATION OF NEV)S-ER.
. RIP RAP STREAM BANK STASILI2ATION WILL BE LIMITED TO 10 LF PARALLEL WITH BANK. REFER
TO11TA! ASHEET,3 FOR C—AlITCH STABILIZATION. ANTI -SEEP COLLAR5 SHALL BF VERTICAL SCALE,4
INSTALLED ON EITHER SIDE OF CREEK BED PER DETAIL EiSHEET 11.
Fo
3. CDT AND PLUG EXISTING ROD IS AT STREAM BANKS AND REMOVE PIPE FROM STREAM BED.
4. REMOVE AND REPLACE EXISTING FENCE WITH CAME MATERIAL NEEDED. HORIZONTAL SCALE , =40
PROTFCT —TING RETAINING IAIALL AND STEPS as
ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
CNA"OTT[ CHARLOTTE WATER
WATER CHARLOTTE, NORTH CAROLINA
LITTLE HOPE CREEK BASIN
SANITARY SEWER IMPROVEMENTS
PROF - CIVIL
PLAN AND PROFILE
—1ILT VIA STA 37+00 TO STA 44+00

o
_L --E.—
H—
—H IPE 1,2 R —IR
F AME —L —FORM TO DII%�l
L=R7AT­—=
E 4
F.E —LLp.MZM5T`VIllE—.M --E—.
a. F.—Rl a M— —1.
—M
F.—I Rl.
tea, 1—
F.—I MI —1
1— —M
- ---------------
2
M—, T.LE—E
11. T.LE—E
MIM., MIM. T.LE—E
121 MIM. T.LE—E
MIM., MIM. T.LE—E —ERIAL M6
—ERIAL =EA.—�--E I'm
MIM. T.LE—E
.TERIAL M6 0 `All`l­—ZM5T­I�EM—M — — RE—REME—
I FRAIIE —L �E F R—D.
—lZT­.TM% r. DI.EM—M RE—R--
T.
1— U-1— FRAIIE —L �E IT F R.U—
I-- —E F E —L
U-1— F.E —L ��TFOR%TO o--OM RE.UIREME—.
CHAYIOTM CHARLOTTE WATER
ftTER CHARLOTTE, NORTH CAROLINA
Black & V.-h p-y
1 Dd =2 LITTLE HOPE CREEK BASIN
Z' 7 SANITARY SEWER IMPROVEMENTS
lElT. CIVIL
CIVIL DETAILS
Al �11LT
ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION

X," v t GEQTEXTILE FABRIC
(SEE NOT E
SPRING
LINE FUVXTONE
ILlcli, TIME WELL
....... TT" ALF .1 HIRE
PPEGRADE E NOTE I I
NOTES 1 M�'
7 1-01 TIENCIRS DEQUI111O C101111 AND BRACING, SHALL BE TAKEN FROM THE INSIDE FACE OF THE
L'HOPING ANN L.E% I AN LARGER TO BE USED IN TOO I- OF INITIAL 11FIFILL AND NONE 3 ED URGERIN
. Do SCAUS OR ­
1. FINAL
NITAIIIL S11LL BE SUITABLE NATNE MATERIAL.
1. 1111FILLITILL BE COMPACTED IN I- LIFTS IN TRAFFIC AREAS IF F-D-TRAF-A-AS.
TOTAL FENCFGUATFX,.LAE
'L T' MINIMUM OF 6. ACHIEVE 91R COMPACTION IN BEDDING FAUN'C'HjN1"M-DIPjp7IAL BACRIFILL. SEE TECHNICAL SPECIFICATION
SECTIO 02315 FOR COMPACTION REQUIREMENTS IN FINAL BACKFILL.
7. IF IN AN
1. �.N=T�HILTL'IPT'11'1'ILEMETHODS2' S.ELEC FILLISIEGI.OEB.
NECESSARY
E
,E A
FOLITCAVING EXTRACTION OF TRENCH BOX ANIGO ITO 1AINTAIN A FULL 1' OF STONE CIP1 THE PHE
S NEET`NG
g CONTRACTOR SHALL ENSURE FINE C011LIDGEIFINTS ARE NOT DEFLECTED WHEN TFOO PIPES ARE JOINED.
10. STINE BEDDING SHALL BE PC— ENCLOSED IN TYPE A FILTER FABRIC. FOR ENTIRE LENGTH OF FIBERGLASS
REINFORCED PIPE.
11. II NIT ILIlF AND COMPACT DED11- TO 11 OF THE TOTAL FEELING THIIUNF. ­F1 PLACE THE
REMAINING
BEDDING MATERIAL To ACHIEVE A UNKCRU! SOFT CUSHION IN AGLICH TO SEE THE PIPE INVERT.
TYPICAL TRENCH DETAIL
NO SCALE
N.—Al I.R— IMW .-
------------
EA- .1.. T.HENAWE N, NS
F El CT
S7 D�­,D .1 AT INC. . I.RI-ER A-E ­E ­T —FORMATO FM.­0M RE—REWE­
TD,
DISCHARGE ONTO F SEWATEI.NG PUMP
HOLE
STABLE RI
NEAR DAN
TO FIFIENT IF—
-777�� .....
INTAKE
NIKE, MEDa LOSE DOLE
WATER
7), --------
E`4
L--------- ----------
TRAGER WIRE FOR GR­1TY WHO DEEPER HDAN 8 IT
IRE— RDMIL
A
v.1 .... ... .... .....
PROVIDE HIGH STRENGTH
BoU BLESTIT HADT FFPE BE AIDS
UPMBECRENGPOSTIIPPIUG
F
H EAVY SULD' FOR HOLDING HOSE IN PLACE
"PH" FIRTEAS WATER FLOW FROM PON,
HE TO 1�``PEEP PIC'I'TLD.A.ETER,
T" 'PENN' To AC'o"MDATE UP T-4NUU DISCHARDE F.SE
4G"GA7U .. 'LA""N7 1A4N THICK N.-T NO. 11 ST.GE1
1. SAIDIIG Ill S SHALL BE SITUATED AT THE UPSTREAM All IOUNNSTREA1 ENDS 01 THE ANGII AREA Ill STREAM
FLoSjIPAHALL BE PRIDE ROUND THE'G­F AREA. THE PUNIP SHOULD DISCHARGE ONTO A STABLE IELOGPI
' A DISSIPATED
TED CONSTRUCTED UP EPAp UK SANDEAC,
1. WATER TEAM THE *"' AREA IN ILL 11 ILMPED To A SEDIMENT FILTERING NEASU OR I-H AS A SEDIMENT BAG OR
GTHEI APPROVED E,10E THE 'BEASURE HILL BE LOCATED
OU SUCH THAT THE BACK INTO THE
I=LTIE'TBHAE ll*11T1EARI DAN.EIG DIKE _=
CAUSING FURTHER BETWEEN THE
B C AND THE STREANIB­
TEMPORARY PUMP AROUND
NO SCALE
ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
1. CoNTRACTOR SHALL 512E DEWATERING BIG SASERD ON FLOW CONDITIONS AND IN ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS
2 A: FLOW `,�GM HEUP XTETHN..lDTETRILL1.AA1E01 FOOITSEIEN GTGTRERIPIIY WITH AEMilHAN5GFCTokI F A 0 111A S. U 111 FEET PER SIDE.
C ALL 'T"CTUR AT A"LL BE IANIDI WITH I DOUBLESTITCH USING I DOUBLE NEEDLE MACHINE HIGH STRENGTH THREAD.
5 T HE SEAM STRENGTH SHALL"'THST .. L''IN USING AITMC 111TESTMATHAD.
1. THEGEOT ITHE FABRIC SHALL BE I IF AM N.NISVAEN 'ALD'U.
7 DISCHARGE F DEIVATERAUG BAG SHALL BE DIRECTED SUCH THAT PRE -DISTURBANCE HYDROLOGY IS NOT CHANGED.
SECURE DR'A'=S_U PLACE FTSCE OF STREAM CHANNEL V)ITH STAKES AND ROPE TO AVOID RHATING.
DEWIATERING BAG DETAIL No sc��L E

EROSION AND SEDIMENT CONTROL GENERAL NOTES
1. HE CONTRACTOR AH.ILI TAKE ALL PRECAUTIONS TO AVOID THE SILTWG OF STREAMS,
LAKES,O CONSTRUCTION OF THIS PROJECT.
EOSION ANDISEDIMENT CONTROL MEASURACONFORM TO THE GUIDELINES
DEiFORTH IN THE NORTH CARDLINA EROSION ANO SEDIMENT CONTROL PLANNING AND
SIGN MARNUAL.
r ACroR MAINTAIN ALL EROSION AND seomlENrcoNTROL Deuces IN
I GOOD STATE OF REPAIR UNTIL THEIR USE IS NO LDNGER WARRANTED AT THIS TIME
THE MNTROL DEVICES SHALL BE REMOVED AND DISPOSED OF SO AS To CAUSE NO
STRE
SI
SHALL RFFER TO ECIROATICNS FOR A DEBC11— OF THE
I IN ED "BUR IRE ARAT..N o SEELEDTHIS PROJECT. TION RATES, AND MULCHING REQUIRED FOR ALL
EXCAVATED AREAS IN — METAL FENCE POST
EASE C
COMPACTED
N1
I I
q I I
I I
I I
I I
I I
I I
I I
2 oBICP IJTEEA FA IN FU OF eAaUAa WHEN AIOSFESCP IS TO BE USFD
a3. NATION PENCE IS CANED PITHONGTHE PLANS, OF FENCE.
PENCE PRIOR
ANYC DISTURBING ACTIVITIES. CONSTRUCTION FENCE SHALL BE COMPOSED
T J'I GH. SEEP STELrE
uTI REI TO SUPPORT THE CONSTRUCTION FENCE AT tD' SPACING.
METAL PIITIIHIULI FASTENED TO THE ASTIc CAP FOR SAFETY. CONSTRUCTION FENCE SHALL
BE SECURELY TOP D MIDDLE, AN BOTTOM of EACH POST.
SILT FENCENIT TV IIALE
CONSTRUCTION SEQUENCE
1. OBTAIN ILL
LICABLE PERMITS AND VERIFY
REQUIRED TO RE DISPLAYED ONSRE ARE
AVAILABLE. OBTAIN OFFSRE PERMITsuwoN
APPLICABLE AND PROVIDE COPIES TO
s a11Ervo PRE-CONSTRUC ION CONFERENCE
PRIOR TO STARTING CON
3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE
HOWN ON THE DRAWIINGDS AND AT
IDLL N8TlUQTIQN
EAREAS GRACES
A PROTECTION AND SEDIMENT TRAAPS, BARAS HALF -RING
5BEGIN CLEARING GRADING. TRENCHING, AND
ACKFILLING.
A. INSPECT ALL SEDIMENT CONTROL DEVICES
NEEDED PAIRS SHALL BE MARE IMMEDIATELY,
COMPLETE I,
CHING AND RACKNITING TO
e IEDNISH IMENTE TRAPS SHALL BE CLEANED OUT WH EN
HE STORAGE CAPACITY HIEBEEN SDh FILLED.
SEDIMENT SHALL BE REMOVED FROM
SILT FENCER WHEN 17 BECOMES FA FEET
FEET FEDEP.
9 DISTURBED. AREAS SHALL BE STABILIZED AS
SOON AS POSSIBLE, DAYS AFTER NOT MORE
IESAEOTTVITIID
COMPLETED. ANY A IN WjRICH
CONSTRUCTION
ACTIVITIES. L eE P DEDDED
WITH TCEMPORANE sEEOWc. AL
I TNz AaUIESToeAEACiea INIII RB N
TvivEAT E
1ILL TEMPINIII eaosioN looNTRESTABLISHED
� MEASURES
SHALL BE REMOVED.
0
NS]OR us ,IRVIED sroNE 60 0 S(o SlS`
HAND,ARECLOTHBY 12INCMS
B ogo 80 1+I
STEEL FENCE PIS"
`WIRE FENCE ON IEEE FENCE ON A SILT FENCE FABRIC TRE FENCLITH STEEL FENCE POST
E
HARDWARE �LaTH PLAN VIEW
yI E SILT FENCE OUTLETS ONLY WHEN
STONE R.AINAGE AREA DOES NOT EXCEED il4 ACRE
AND RE IS A LOW AREA. USE AS A REPAIR
NI DIRECTION OF SILT FENCE FAILURES.
„lI KE9 lLH 6 G HARDWARE OLGTH MAxIMUM 2a"o PART OIREFENCE
F
SIDE VEW JL
ivm CALIFORNIA BEARING RATIO TEST
LOA
/IroDiaio ev zi 3i 2D 1s ii
�c
L1111 of o DreaHaaL reon: re.DE ,.ND B—L of
Or nreuaanv `/ / A 1
s rernc eixoe ` /// /III/
U IL
W. luau so vno 1 � s r r�l unxiuuu s�wE aN aam � \ r ow IDTATEaun� sISIIIFLK
°P/ a swv E
DE
ACP
All
„DOLT
FRONT VIEW SILT FENCE FABRIC I INCHES INTO THE
TRENCH
SEDIMENT FENCE OUTLET �D�
PERMANENT STREAM CROSSINGNOT TO SCALE
" 1 "
STAINLESS LIFTING UNIT
STEELTH
ROD WITH OW REARED
ANTESEEP COLLARS SHALL BE PLACED
AND NUTSABHEAT THELVER UTILITY LINE GRADIENT
s MIN ENETLAND NO THE UTILITY DARI LINED
- aDIENPUNUIP THE UTILITY EIISTS
THE EVETLkNU AREA.
UTSIDEOFTHEPIPAL TESHACONSIST
11111 KIDDER ET WITH 11
NDING x2OPADDING
MUM INCE EONI THE
41DTH OF THE .ANTI -SEEP COLLAR TO
PREVENT
NCRETE FROM
CONTACTINGG PIPE SURIICE.
BE SMIOOTH'NTERIOR SURFACE SHALL
al
Ia . II
""RE
ANTI-SEEP COLLARNO SCALE
TRENCHA SITY THE TIE END IF THE IATA
IN A A NCHEs OR MORE IN
DEPTH.
I TAMP THE TIEN 'H FILL IF SO El I
a IN CHES DONM FROM TH E FREN CH.
OF STAPLE.C. OVERLAPA AING AT UPPER END OF LONERSTRIP AS
ND B OVERLAP END \ti//✓/
LT
"I ( ZI 61/2" FLEL
D CHECK SLOT FOLD OF MATTING BURIED IF,
FOUFLE Row OF STAPLES.
SLIT FEEL
R NCH AND TAMPED
VW W0
GAUGE WIRE OTAPLE�z. W PREED wro THEoIL
vz" i PRESS ENDS OF MATTING 4 NCHES INTO THE SOIL
NOTES ARouNDSTRUCTURE, AND STAPLE SECUREL,.
L MATTING FOR EROSION CONTROL SHALL DE LUTE MATTING OR DICELSIOR MATTNG.
z. MATTING SHALL BE INSTALLED WHERE REQUIRED TO STABILIZE CHANNELS .AND SLOPE.
DETAIL FOR STABILIZING CHANNELS AND
SLOPES WITH EROSION CONTROL MATTING /-71

ElE I P EVENT
IXOELSI011 YMTTLE
Ol��E
wTrlxa
aLOPE
ONNN
EµII roOILLONAN. oNO TT%
Z`NI1MM!;TM­lZT%F NI ol IS
INSET A E.ET B
STIP(EPE— S SLOPE
FLAY —
..e TTINO
TOP VIEW
WATTLE DETAIL
SILT FENCE ON PAVEMENT
NO sC.ILE
CONSTRUCTION ENTRANCENO SCALE
To"RE ICR IN
MPL �ClI.GNi w,irz oa[NiNos
A. 1
� N
PNL
SECTION
PLAN VIEW
BLOCK AND GRAVEL INLET PROTECTION �1
NO ESALE
Kin
In SiArv0I40 �OiTAIi
STANDARD OUTSIDE DROP MANHOLENOT TO SCALE
2MUMLw—a.m.o a,o I-
uwmwx .IXACN�[ [ vwMKM CVY�fY..m
I ON
s R[Y[C� Vlrwrt v�inar � f � YA,Wi�
TIMBER MAT FOR WETLAND CROSSINGNOT TO SO ALE

NDIEV O A NCHOP HIGH PERFORMANCE TURF REINFORCEMENT MAT RE
SHOWN IN DETAIL
F (THIS
SHEET)
O HIGH PERFORMANCE TURF REINFORCEMENT MAT, P—MAT 7N
By PROPER
PER OR EQUAL, WITH LIVE STAKING AS SHOWN IN
RETAIL F (THIS SHEET)
A ZA A ZONE E
(UPLANONE D ZONE) ZONE FILTER FABRIC. MIFAFI OR EQUAL
q) CLASS RIP RAP 11 THICK WITH joNT
PLANTING A, SHOWN
IN AT D
DETAIL (THIS SHEET)
O ALONG
RAP PLACEMENT MUST BE LIMITED TO A WIDTH OF 10-F
STREAMEANKS, CENTERED ON 7VE SANITHAN'TH"'I',BF1
APPROX TOP CROSSING. AESJL�FEI ED F
A OF STREAM BANK RED,
NORMAL
WATER LEVEL
SCOUR LINE IT
2', MIN
3
A
E�MIND BEYOND FAIBRICAP
STREAM BANK RESTORATION
NOT TO SGANE
11—LIETAD PLANT Al-N
I
IEEK BED
IN
JOINT PLANTING (IN RIP RAP) r7-,\
NOT TO SCAL�—
INSTALL HIGH PERFORMANCE HUFF FEINFORCEMENT
NAT OVER SEED FEE PLANTING FOR 11HEI LE
GO F ECTABLFRIALMATPoANN ANCLASEN
L,
N 3.�TALL SPLIT 2 N 4 N
HEAD 'T"T 'TAKEI p El .. GI F PAT ON A OF A TAPH,
PER MANUFACTURERS NPOU FEMPN'A PLANTING TO TOP
LIVE
ly�S.��KE (IN EARTH)
N M . A
IIIATNI TIP ME PARK 2
J—
N' FINE GINTGII—N
NAT
INSTALL SPLIT 2� N 4 N
DEAD ""T ' TAKE A A El Ep'C IF CAT N C 0, CTA PL,
PER MANUFACTURERS
PERU OPMANTS
TURF REINFORCEMENT MAT ANCHOR DETAIL �- �F
NOT TO SCALE
IGIAHNI T1111
SNI IRNFLATIA
SANITARY SEWER
RIP
RAP
24 THICK (�`E
HUPLANTING A G 'To WIN
F D (THIS SHEET) ZONE A
HIGH PERFORMANCE EGSHN�
TURF PENFORCEMENT RF AINK
MAT WTH LIVE
AT DETAIL
OF A A (THIS OW CON N)
HE TA TH FEE T EA�AHNG THEE1
ANI —ETATINN
N ZONE B
ILL NIIN IF IGHBRILE ZONE B
•
N'l PtNH ZONE
, A IT MINIMUM
A NANLN POILE ZONE C
A RE
E�W
CREEK —FERTILE
PLAN VIEW SPACING PATTERN FOR
LIVE STAKING AND JOINT PLANTING
NOTTOICALE
PLAN VIEW OF RIP RAP PLACEMENT LIMITS
NOT TO SC ALE
A M OF
A A FA
A PAIIAN L111 F NLANTNO A.—N NAGS OOTANAAL PAGE T "A '."N "'A GCHNIHINNI G&AHFN L'AP"H" PZlYF.
,AN, IPAIINA A—MPICAL NAll SHNIFILl
A� N'� ' '� C RE A Z� TIL�L Z :N I
(UPLAND —1 1 IFICA Al Ull 21 11 1 2 -1 IFFITNOI DO HUNIANO 11-11
'N I CABILINOO INNIANO 11-11 OAL, 11 UPPL— ILOA 11G.NA HDANI'LANT1 IAIILL
oLINA
1, .1—FIN 1111 31, R�N
�LINN'OPL`�"—NUFKAA I N �N G� UP A�`N NHAlp— T'AE Z��
UGHGR I —LIANA IK —1AIT IT— .11T Al DIF G-1 11 I'll / A 11 A � / E
A 3 IN FILL IIN / PIAT GY111 FAA ClO.Nl
=l'I'N�"N 'U�VN ZIA— `T'�N�'ll IN TO Ol LA, AND_ _G . ........
I PA I N CA Al DIF
1ARIN- I—INFIG A GIN GOIATIT De DIF�sNs OlO.N' AT euEHCHr�n —1. LHGAHUI E-1— DO N �'—CCM IIN GO 1AAAl 1� I
ITT IN) .1— "U'l KNUIR—N — �F KD IIN A' -AM' I I THAT11 .11 11 COUNIVIA111 AYATI FRAIll AAALIONA CHIGINGL; ELIGIF
III GAHE K011 UJAPUG 31 1 �1. /'I'l .1.11UI ININAININ'l,1,13 11 11L) ""IN TO
ZONE A '�` AN I 1.' -1
EUPPER ILCPQ AAlll OAK —1111 NOW 31 GN NO , -11 —1 - UPPE AP-1 — A'A' — I'�'L�INA:N�'."'L�L.D-,TIAN�'�'I'LANIP
1) 11-111N 1111 AGOIDAN H�- ILIA —GA 11 GIN INNIAPT IYAll Wl NO 11F AHIRNI 1.1 1 11-11 -1 IFFILINCI KI HUNIANO 11-11 GAL) R 1111 Y— PARGAT. -111 OFF
IFFILING1 PH 1UNIANG1 (3-11 HAPPIPLAN11 GAILF
IC HA Ol IZA 'FIT INNA� ANN11111A BlAll 111 11111- KPOO-
ZONE C RICUIR11 IHIUZ �TA'= Z' LIN'NS"A RIN
I TON H L,GT T
N A FAA M—NA
Y
HNI
NOTE,
OFFER 11 1111 AT G�FAN I'll IDA lAV/lLANTl
AART= I N'TAL' FF, AN, FFITIl THA
ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION
PLANTING SCHEDULE
RIPARIAN 20ME (PIEDMONT HEIIAN)

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGOI CONSTRUCTION GENERAL PERMIT
Implementingthe detail sand spedfimtiAns An this plan sheet will result in the ..stmction
activity being consdeed compliant with the Ground Stabilization and Materials Handling
secti.... f the NCG01 Constmction General Permit(Section, E and F, respectively(. The
permi flee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and spedfimtions shown on this sheet
may not apply depending on ste conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize vvithin this
Site Area Description
many calendar
days after ceasing
Timeframevariations
land disturbance
(a( Perimeter dikes,
scales, ditches, and
Z
None
perimeter slopes
(b( High Quality Water
( HQW ( Zones
Z
None
(c( Slopes steeper than
31
Z
If, Apes are 10' or less i n length and a re
not steeper than 2:1, 14 days are
allowed
-Z days for slopes greater than 50' in
length and with slopes steeper than 4:1
(d( Slopes 3:1 to 4:1
14
-Z days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls La ke Watershed
days for perimeter dikes, swa les,
(e( Areas with slopes
la fler than 4:1
14
ditches, perim eter slopes and HQW Zones
-10 days for Falls Lake Watershed unless
thereiszero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to perms ent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against a -le ero son until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilizethe ground suffidentlyso that rain will not dislodge the soil. Use one ofthe
techniques in the table below:
*Ompgr+ mbo.mm al
'd-1,crr.w e[ •P.am.Mnt pnf-0cawr.0
.i era.t�u... pfher rnukhe. and tac.iF:rva
•F,dm»Mi.. •6-16 F.b ,ruhnprm•niu son
•paNtd.pypn [entroi ptdrn.•nn er eHfwmment nuttlq
.WlAekt xmp.rary pats .
Sh"teleedK
•Atmrem+at.kappW ur-rx.he rotr mukn •ShruhsorwmrPermarcnr olaminw_acworeu
•Plaukr tl. rcn-kh
• U=aMe nk detMuted u.nd corer
a ft"m to rntraInaro-
. S'fl-1 .1 ou-N. uOMrcer
net W.,w.11a
.i Wlad.rm.on meardPaMacts
POLYACRYLAM I DES (PAMS) AND FLOCCULANTS
1. Selectflo¢u lants that are appropriate for the soi is being exposed du ring
constru ction, se leng from the N DWR List ofAppmved PAMS/Floccut.r.
2. Apply flocou lantsa t or b efore the inl et to E ro so n and Se dim ent Co ntrol Mea so re s.
3. Apply flocou lantsa t the one ntrati on spedfi ed in the N DWR List of Approved
PAMSIftocc to I nd in aarordan ewith the manu factu rer's instructi on s.
4. Provi de ponding area for onta inm ert of treated Ste rm water b efore discharging
offste.
5. Store flocou Iants i n leak -pro of containers that are kept u ruder stormtesstant rover
or sur unded by secondary ontai nment structures
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain ehides and equipment to prevent discharge offluids.
2. Provide dripunder an gored e u ent.
pans y q ipm
3. Identify leaksand repair as soon as feasible, or remove leaking equipment from the
project
4. Collect all spent fluids, store in separate ontainers and properly dispose as
hazardou-aste (recyde when possible(.
5. Remove leaking ehides and onstru tion equipment hour service until the problem
has been corrected.
6. Bring u sed fuels, lubricants,Coolants, hydraulic fluids and other petroleum products
to a recyding or disposal center that handlesthese materials
LITTER, BUILDING MATERIALAND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and we of waste ontainers(e.g dumpster, trash
ceptade) on ste to contain construction and domestic wastes.
3. Locate waste ontainersat least 50 feetaway from storm drain inletsand so rfae
.atersunlessno other altemativesare reasonably available.
4. Locate waste ontainerson areasthat do not receive substantial amountsofmnoff
from upland areasand does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers
6. Anchor all lightweight items in waste containers during times ofhigh winds.
Z. Empty waste containers as needed to prevent overflow. Clean up immediately if
ontainers overflow.
8. Dispose waste off- site at an approved disposal fadlity.
9. On business days, dean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and otherliquid waste into storm drains, streams or wetlands
2 Locatepaintwash0 is at l east 50 feet away from storm drain inlets and so rfae
waters unless no other alternatives are reasonably available.
3. Contain liquid wastesin a controlled area.
4. Containment mu st be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps,solvents, detergents and other liquid wastes bom
onstruction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feetaway from storm drains,
streams or wetlands unlessthere is no alternative reasonably available. If50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
n a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during period s of high winds or in high
foot traffic areas
3. M onitor portable toilets for leaking and properly dispose of any leaked no aterial.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT n1. Store and apply herbicdes, pestiddesand rodentiddesin acoordanewith label
restrictions.
1. Show stodkpile locationson plans Locate earthen+naterial stodkpile areasatleast 2. Store herbicides, pestiddesand rodentiddesin their original ontainers,ith the
50 feet away from storm drain inlets, sediment basins, perimeter sedimentco ntrol, label, which lists directions for use, ingredients and fi rst aid steps in case of
and surface waters unless it can be shown no other altemative, are reasonably ka-Identzl poi soning.
vailable. 3. Do not store herbicdes, pestiddes and rodentiddes in areas where flooding is
2. Protect sbAkpile with silt fence installed along toe of slope with a noinimum offset of possible or where they may spill or leak into Wells, stormwater drains, gro and water
five feet from the toe of stodkpile. or surface water. Ifa spill Acours, clean area immediately.
3. Provide stable stone a,,ess point when feasible. 4. Do not stodkpile these materials onsite.
4. Stabil oe stodkpile within the timefiames provided on this sheet and in a,,ordance
with the approved plan and any additional requirements. Soil stabilization is defined
,vegetative, physical or chemical coverage tech niques that will restrain acoelerated HAZARDOUSAND TOXIC WASTE
eroson on disturbed soilsfor temporary or permanent control needs 1. Create designated hazardouswaste collection areas on-ste.
2. Place hazardous-ste containers underco condary containment.
3. Do not store hazardouschennials, dmm sor bagged materials directly on the ground.
��-o e „a 11
•eta
CONCRETE WASHOUTS
1. Do not discharge onrete or cement slurry from the ste.
2. Dispose of, or recycle settled, hardened con rete resdue in accordance with local
and state solid waste regulations and at an approved fadli y.
3. Manage washout from mortar mixers in a"ordan ewith the above item and in
addition place the mixer and assodated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact you r app royal authority for
and approval. If local standard detail sa re not avail aid e, use one of the two
type of tem po rary concrete wash on is provi ded on this detail.
5. Do not use mnuete washoutsfor dewatering or storing defective curb or sdewalk
sections. Stormwater acmmulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project
6. Locate washoutsat least 50 feetfrom storm drain inlets and surface waters unless it
an be shown that no other alternatives are reasonably available. Atannnu'nor
install protection of storm drain inleas(dosestto the washout,hich could receive
spillsor overflow.
Z. Locate- shou is in an eras ly a-ssibla area, on level gro u nd and instal l a stone
entrance pad in front of the washout Additional controls may be required by the
approving authority.
8. Install at least one sign directing mnuete trucks to the washout within the project
limits. Post signage 0nthe washout itselfto identify this location.
9. Remove leavings from the washout when at approximately 75%capacity to limit
verflow events. Repla a the tarp, sand bags or other temporary structural
omponentswhen no longer functional. When utilizing altemative or proprietary
produ Cts, follow manu fa
c[urei' s instmctions
10. At the completion of the mnuete work, remove remaining leavings and dispose of
in n approved disposal fadlity. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING I EFFECTIVE: 04/01/19 1
ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION

PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during
normal business hours in accordance with the table
below. When adverse weather or
site conditions would cause the safety ofthe inspection
personnel to be in jeopardy, the inspection
may be delayed until the next business day on
which it is safe to perform the inspection.
In addition, when a storm event of equal to or
greaterthan 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
[ ereque say
usspece (a.nel normal
IRryepaen raserda mull kneMdr:
hpfen n
��
[tjaainHWo caiy
U yrainfallamouinc
aalMained In
If no fans rain l.�a paerv.[aana arc maep duranl w mod a,
Rwdwarhim,
halldar pcnlosf, and np indbkwl-0ay talnlall m pan in
n,der
iubir, retard the rumuhhive m for Iho,r um
ahwdod caul lane vua wit d"t.l If a Wu impo w. Is
neen")• Pays on wh" no raibaa murn d shall tie m w4vd as
' ine peemince mar ue awmher rainmenlr.dni den c
rhr OMsien
I21 ELSC
N mull onvtpx
1..."Icadond the measures impacted,
aa.—
7talends, serf
2. Wtv and hlmeMae gapvPiun
and s,thln 24
3. R,me of lW psreon pmfwming Iho rose-6%
hours aFa rain
d. adranipn of whemkrthv measure acre opsranliy
event, IA ace In
p,ppr,ly.
24 nau,e
s. bercfptien M maimenaM n[xtlf fw hM n+cefwe,
6- pa - Wn,ridence,„d dam df tannrrtive 4chiena halcn.
!45enn.wahe,
Assesf[enecpn
I.Idendacanend ae dlunafec tiro[fausinipetud,
•�asMle
7Wands, darn
2. Oa[o u�M rlmrofrheiioprevon,
�,i[faua {51>Oal
end wthlna
3. Name a lW pmdn perfwmi, tM inspenion,
hhyrs oFaraln
a ce of indvamrs of anormwaxr poliunion such as oa
rwnt? IAfn[n In
a nears
Jtrnn nwnina o� v5oennM niurnrc_s .thin,
s. Ineaadon ica.ir,¢tr,e
o, aiseie sm:rnem iae,
e. Dosmythn,sv,dence_are sax of w„eetise asnioraa Pave.
�I VeimMe, M
N tess<amepw
If Wdok SeNme Mmi fav"pinEe f!u umhs• then a,emad
'Ite
7agents, earn
of NefWA viol (lull he mamle
and wlt.24
L asslms lakrn to dean op or atabilb. tho sedmrmt chat has fee
hwrsoFanln
the sex �4
events Ian h In
2. Inaarrglien. eNdenre. PM dam pf epreruve xnom lalmn, and
24 hews
3. M Papanatien as,e iw.sclan Pmnla cemrd tutu[
,ekasow
'sl Slrca cos o,
NieaR sett pv,
I, ante Rrcamw wnlark oaf we,eaf[4 v�paic svdimrntatbn e,a
rvesr•Ma mane
7cakndan den
amhea Wshle inerwsed nabWltr from tM eorunu,h)nn
nr ofRl[e
wd"'hln 14
comity, rhmarcewdd the b Its, shall be made:
ho af.raln
sDosaasWn, swearsre and darn vF mr,eotar aelloiu lobo, and
a,syswWvl
_W'IaWhln
] a or tnn,[quirep rppp,ts to tnv aPProprratvPMwn
24he-a
sleliay, OInet riot PM Ilk Salon C Item 42mal of 1M pefmit
OtIn
l6iii—coal
almr.ith pnue
1. Toe pnaerine,lladlnt Pnnsesslm of prtll H rE&K
s,ihlltatb.
efg.dlne
n dint and suhbhWas na-Iatanan of orm
meawrn
dranape fa ldn oompk,ion of as 4nddWu,hlo,
aE1Nly. romm,usupn a-k—lar—ot, rar—cyst
armuno—crl.
Iphtdvwlw en
2. mrbaaprn
errd
rRyU
bem
ln tmd
mrtaew omtnatlhoual ypmsaevcamnlp
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage underthis permit.
The following items pertainingto the E&SC plan shall be documented in the manner
described:
Item to Rnrument
Documentation Requlremeres
la[ Each E&SC Measure has been installed
Initial and dale each EMC Measure on a copy
and does not slgnifaantty deviate from the
of the approved E&5 Plan or cant plete, date
IwLlnns, dlmensinns and relaNue elevauons
and sign an Inspectian report that Ilsts each
shown on the approved E&$C Plan.
E&SC Measure sMwn on the approved MSC
Plan- Thin documentation rs requlted upon the
initial Installation of the E&s[Measums as if
the ELSE: AAeasures.re modified after Initial
h5tailallon-
I01 A phmse of grading Kos peen completed.
Initial and dale a py of the approved E&5c
plan or complete, date and sign an Inspeu inn
report to indicate Completion of the
construction phase-
Iel Ground eo+er Is located and Insulted
Initial and date. ropy of the approved Easc
in eccond4nce wllh the approved Mx
Plan or complete, dare and sign an Inspector
Plan,
report to Indreate Compliance with appmVad
ground cover sMiflotrons,
Id} The maintem"M and repair
C.anplem, dale tied sign an IMpatlfon report.
n1 ,miubeM13 for all E85C Nmasurel
harp been Performed.
Ice Corcpctiyl attlbm have aeEn comae
Initial and daft .copy of the apprayad E&5C
+o E&SC h7eakurers.
Plan or cernlplece, data ark sign an Inspection
report to iodltale the completion of tie
ppery iyr action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made duringthe previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided bythe Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters(regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean Water
Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions ofthis permit that may endanger health orthe environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate
Division regional office within the timeframes and in accordance with the other requirements listed below.
Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
ocom ence
Reporting Timaframp IAfmr IzswwM and Other lsequlmmeoU
101 VFkhla sediment
Wilkie M hp an wal or eIectromlc notification.
deposition in a
Within 7 rnWKW days, a report Nat mrst tins a description of the
steam or vretlanal
sediment and actions taken to address the cause of the deposition -
Division =may wake the requlremeot for a written report on a
se•bycase bays.
lr the dream Is named tin tie N{. e9;tit] tic: as Impaired }or sedlme,rt-
ralatgdcausm,the permietae rtuybe reghdred tv portwm addhional
enit.nng, Impeetlpns nr apply mere stringan, pracriees if scale
determine that addI 1—. requkemenu are neMed toaswre comglance
with The federal yr state 4n 7N•waters conditions.
(h] Oil spllls and
• Wlthfo 2A hehar, an oral W ewer"lt noPRtatlon- Yew noufieatlon
WE— or
about the date, e, nature, volume and
shall Inrinde Infarm.tlon time,
Italledods
Iprallon of thesplll or release.
substances per Item
lebl-(ciab—
(c[AntlNpated
. Areport of heaatttd dd7F hdorr the dole olthe b,"its, 900"04.
bypasses (40 CFR
The report serail include an eyarvation of the anticipated quality and
122.41[m4(3}]
effect ofthe
(of uaanutipated
. Wltfdn 24 hows, an rxal or electronic n.611.1lon.
bypasses[40 CFR
• WItMn 7 mkidpr days. a report that Includes an evaluation of the
122.41WI34
quality and effect of the by
(e} Nom—pilin—
wtdrfd 24 haws, an oral a glgct+pnrc npdficatiop.
with tire conditions
WftNn 7rofrradw days, a report that contains a d—dipGgn of the
e} this po"It dstt
"Mc—, and its causes; Ihq period of noo—pliancv.
may endanger
Ine]uding ewrS dates and times, are If tine mrrrampliaMe has not
heath or the
been earrected, the antcipated time norl ompYan- Uext—ted to
arrvl—ral4o
costle..; and steps taken or planned tp reduce, elimloate, and
CFR 172.41{IlI7l[
era 1 --mr nce of the nonwmpllance. [40 CFR 122A11B(fi},
• Oiyision staff may waive the rtquirom.m for awntan repose on a
[ice• s,aso WW.
NCGOI SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/191
ISSUED FOR PERMITTING - NOT FOR CONSTRUCTION