HomeMy WebLinkAboutNC0026051_BIMS #202201078 5-day report_20220713Hayes, Mitch
From: Shaw, Wade W. <wshaw@dconc.gov>
Sent: Wednesday, July 13, 2022 12:36 PM
To: Hayes, Mitch
Cc: Brixey, Stephanie; Moore, Amy; Gibson, Jay; Davis, Shawn D.
Subject: RE: [External] RE: Regional office contacts
Attachments: Outfall Area jpg; Upstream jpg; Downstream jpg; Stream Samples.pdf; SCADA Data.pdf;
WWTP-Bypass-Rpt-Form-7-8-22.doc
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Good Morning,
Please find attached 5-day report regarding a tertiary filter partial bypass that
occurred during a storm/high flow event on Friday 7/8/22.
Attached you will find the SCADA graph showing influent flow (blue), effluent
flow (green), and effluent turbidity (purple).
Based on this data, it is estimated that the tertiary sand filter was not
bypassed.
The most that could have possibly been partially bypassed between 2130 and
2200 (30 min) at a flow of 14.5 MGD.
14,500,000 / 24 = 604,167 x .5 hrs. = 302,083 Gals total flow to filters
Assuming 1/2 went through the filters = 151,042 Gals bypassed.
Upstream and Downstream samples were collected. Attached are the results
and pictures of the outfall location, downstream, and upstream. There were
no visible signs of solids in the effluent channel, near the outfall, or
anywhere in the stream. I checked the log book and the on duty operator
did not personally witness a bypass of the filters nor recorded a bypass of
the filters.
It was originally believed there was a bypass based on the Utility Supervisor
coming in the following morning and looking at the SCADA trending, including
flows and turbidity readings. I reported the bypass based on this information.
Once I came to the plant and looked at the data, effluent channel, outfall, and
stream and compared it to the timeline of when the additional clarifier came
on line, I believe that no bypass actually occurred.
Timeline:
1) 9:28 PM, I got a call that dirty water was entering into the filters. Inf.
Flow @ 14.35 MGD, Eff. Flow @ 15.73 MGD, Turbidity @ 1.06 NTU
1
I
1 ■ ■
1
11
11
[I
.
C9
1
r. �..�mt' ■■ ■
■
•
- ■
■ • .T ■■ I i
•
•
■ I
•
•
I ■
•
• •.
��
•
• •
•
• •
•
obi ■ --
■
i 1 nr ii
v.
-yr
•
•
■I
Ell •
1
2) Approximately 9:40 PM, Additional clarifier was placed on-line. Inf.
Flow @ 14.42 MGD, Eff. Flow @ 10.08 MGD, Turbidity @ 0.79 NTU
3) 9:50 PM, Turbidity max out on meter. Inf. Flow @ 14.67 MGD, Eff.
Flow @ 12.55 MGD, Turbidity @ Max
4) 10:30 PM, Turbidity began coming down to normal range. Inf. Flow @
14.36 MGD, Eff. Flow @ 7.94 MGD, Turbidity @ on its way down.
With this information, please cancel the original report.
Please contact me if you need any further information.
Thanks
WADE W. SHAW f UTILITIES SUPERINTENDENT
pro
DURHAM COUNTY
Engineering and
Environmental Services
5926 Highway 55 East
Durham, North Carolina 27713
Office: (919) 560-9038
Cell (919) 730-1780 I Fax (919) 544-8590
Email: wehaw(&dconc.aov
PLEASE NOTE: OUR MAIN OFFICE NUMBER IS (919) 560-9033
From: Hayes, Mitch <mitch.hayes@ncdenr.gov>
Sent: Wednesday, July 13, 2022 11:55 AM
To: Shaw, Wade W. <wshaw@dconc.gov>
Subject: RE: [External] RE: Regional office contacts
Wade,
Jason has been in meetings all morning long. I thought he would have called you between meetings. I would say go
ahead and submit the 5-day report and we will take it from there. Our office normally does not take action on bypasses
unless they are extreme in nature. I highly doubt we will take action on this bypass.
Mitch
Mitch Hayes
Environmental Specialist
3800 Barrett Drive
Mail Service Center 1628
Raleigh, NC 27809-1628
919.791.4261
Raleigh Regional Office
Regional Operations Section
NCDEQ — Division of Water Resources
E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Shaw, Wade W. <wshaw@dconc.gov>
Sent: Wednesday, July 13, 2022 11:46 AM
2
•
_ •
. `.■E• _ E. l It .d' .'
•
■ ... 1 ..' ' . p�t I a' t •
■
- at
•
11 ■
•
r�
•
•'. -
.• '
• r ■
• . ■ ■ ■ ■
.4;
■ . .
CI ▪ •: .
,■ ■
tEl. ■. ■■ ■ ■ ■ _
• S•1
■
4 to. eir
d�
. ._
t St
.7].
• -=_
r ■' ■�
... ii
■ •
r•r_■ ■■
■
' ■ 7■` ■ '■
t
■
•
Method: SM 2040 B: 2011
CeII Constant: 0.4750
Conductivity (Specific Conductance)
Benchsheet
10 umhos/cm Std " : RL 103 (o
100 umhos/cm Std: Value Read 100.0
73.9 umhos/cm Std: RL 1005
717.5 umhos/cm Std: RL i OOfo
ae Dtnlsape Smleot Vle % RD % Rc Cletd Aayentas # Imom mx +- 2% "010
02 22l i R a Bak Bak 13_ ' V. lIN0 uhsc030.i l l 0020►S i i cl 1 `/723S 1J .05 711ftU34 oq v l
1 Oo2l3 V S 1.1 c7928S 181
— 14 P 1 bb 7 nt, ,su0 0
This standard Is a low range and the acceptable recovery range is 80-120 %.
" % RPD Difference 1 Average X 100
RL
fp
1413 umhos/cm Std: Value Read 1 �13 RL its
tl
•
1aamndiYs19Paan
rlP •
•
MNwiu
Chagas Chart
*War a1Mr
y
i11,1
4ID.
wive
11111111IOH 1111t,PUIRP CV
II4I:YgO1g 41ft. IIAJ CV
14117Y101.1.11 x+_Ft* SY
Mal 111Y01N - glt i i 94
MOM OEM it W 1 MOd
1lnrng.aAIMO
w cagr a.1.101p
14.11 Caw Hirsh
444 F..
molar
W war Mel
xi •M 11,4 MT
I2tt CU uli 11f1
At*
4 1.14 ch. it*
CH
Olt gal i 11 11
1
WE'Ir ."
•
•
}
-• .. •-
�- .-.
•
•
•
•
•
•
•
•
•
•
• •
•
• E ••
• ,'�
•
"• -
•
•
•
•
• • ■■
•
• • •
�■
I1•
•
•
•
1
•
mg!
1
•
•
• •
• •
•
•
2
C
c
U
O.
E
U)
E
1
ar
F.
E
2
ffic
NE'
0
E
(UimpnpUO3
IAA
alnW eduni
::
r
Q
Streams1
Comp (C)
Grab (G)
0
13
0
0il
1
i%
k
0
r�
N
' 1
-
D
A
C
I
� �
CI
0
1'
cc re
A$
Durham County Streams Fecal Benchsheet
I
1
3
g
3
t,
\
\
\
g
E'
I
\
\
\
\
1
\
\
\
\
.
113
g
3
u\
\
\
\
_
1
t
a
et
2
et
2
ic'n\5--
\
\
\
0
1
11-!=tI?ItSi14:
•
1
'Q
\
t
1...T1;-14
1
E
vs_c,IA6,0,
li-----11P-f-Y--
---
X
.ig
\
.2
a
Q<rt0
%-=--1-0.
11.41
\
\
\
0
wit
N
_
,...._______
".,
Irtz
\
\
\
\
ticr:s
\
\
\\
1111
\
\
\
Sample Number
Sample ID
RI
i
38il
i
1
to
p
d
!Residual Chlorine Check PIA' 1
!lila
t
Ulgf
r
lAmou
Colony Result (colonles/100 ml)
nt Sample Used (m1) OUP
is_
t
g
I
3 x SO or % RPD value
Date Read-2021
ip
I
Iiig
O
N
at