NC0069841_wasteload allocation_19870505

Facility Name: 10Ul T`
Existing Q(eni i m(y, uij�1 rep tares
Engineer JL Da e ec,
bV 1
Date '8
+(ke wt,.,c(n a wL4 wcs re�c esfed 2`zo`87�
--------
NPDES WASTE LOAD ALLOCATION
AYT p Ak 7
C� 0-oe (Dg24
Proposed Permit Ab .. Pipe No.: (�(. N l o • .
PC. 0. U5 (`� l - ,�
�} �S Kilk �l�cesscl, A. zS •` Design Capacity (MGD) : 13, (, 3 O Industrial (% of Flow) : 8, 7,5 Domestic (% of Flow):
a.
Receiving Stream: 50�_r6p_K CkCG KED CK-EK Class: 6i1 Sub -Basin:
Reference USGS Quad: (p . ��T_ ( Please attach) Requestor : jZ_ (D GE-S
Regional Office Ae--()
(GLUdeline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: Drainage Area (mil): Avg. Streamf low (cfs)—A
7Q10 (cfs) — Winter 7Q10 (cfs) 5 30Q2 (cfs) 0, ws
Ls cation of D.O. minimum (miles below outfall):
Velocity (fps) :
Kl (base e, per day):
_41It1aIMAb- ,. 1'..1r
Effluent
Characteristics
Monthly
Averaqe,
IBM M �d
-
MORMAWMARM
1 r rMARM
.,
�uIra I
■
Irr -
I
Slope (fpm )
K (base e. Der day):
Characteristics
'onthly­
Lveragie
-
igi ovation Comments : 7'.� �� 0 , /� �l W�� ' ,J _
Al cation O ) �l/m d(��C.l �'ltidC.
� tion Ul(.�6'Yv K-�J �✓ 1 J!, ��� C.ru' GL ,�.U�•�
Prepared By: Reviewed By: C Date:

jx—
; a* ke
a
dO. Ulq AL J&r� Y-AA altlW 0 AI'

DIVISION OF ENVIRONMENTAL MANAGEMENT
May 19, 1987
MRmn A D mnTTM
TO:
Stephanie Richardson
FROM:
Carla Sandersoni�
THROUGH:
Steve Tedder
Trevor Clements L.t
SUBJECT:
At Checklist
Crooked Creek WWTP
Union County
Limits for the Union County WWTP were given in accordance with EPA
approved Division procedures (see attachment A) for discharges to
streams with natural 7Q10 = 0 and 30Q2>0. Our Level B model (steady-
state, desktop) does not address these types of streams with an accu-
rate simulation of the impacts of wastewater.
Attached (B) is a map which shows a point on South Fork Crooked
Creek where the USGS has estimated flow statistics. This station is
slightly downstream from the discharge point. Therefore, we can assume
that any point above this station will also have a 7Q10 = 0 cfs.
USGS # 2.1247.5160
DA =
6.09
2
m
QA =
5.80
cfs
7Q10s =
0.0
cfs
7Q10w =
0.075
cfs
30Q2 =
0.10
cfs
*Limits given are:
Summer
BODS5
NH N
5 mg/l
BOD55
2 mg/l
NH3P
D03
6 mg/l
DO
TSS
30 mg/l
TSS
Fecal Coliform
1000/100 ml
Fecal Coliform
PH
6-9 SU
pH
*These limits apply to 0.65 mgd waste flow.
CS:gh
Attachment
Winter
10 mg/l
4 mg/1
6 mg/l
30 mg/l
1000/100 ml
6-9 SU

ATTACHMENT A .,
NOw Facilities (proposed facilities that are being constructed for the
first time)
If 7Q10 - 0 and 30Q2 - 0, then deny the permit. Present applicant with
available alternatives.
If 7Q10 - 0 and 30Q2 > 0, then summer/winter limits are 5 & 2/10 & 4
If 7Q10 > 0, then run model for both summer and winter limits.
Existing Facilities, No wasteflow Changes (existing facilities that are
applying for permit renewal - waste flow and waste characteristics are
unchanged)
If 7Q10 - 0 and 30Q2 - 0, then give old limits. Require that the
discharge be eventually removed. Do not
give winter limits if not in old permit.
If 7Q10 - 0 and 30Q2 > 0, then give old limits. Notify discharger
that the next permit will have summer/
winter limits of 5 & 2/10 & 4.
If 7Q10 > 0, then run model for both summer and winter.
Existing Facilities, Expanding (Previously permitted facilities that are
now requesting an increase in design flow)
If 7Q10 - 0 and 30Q2 - 0, then no expansion is allowed. Facility is
notified that the discharge will eventually
be discontinued_
If 7Q10 - 0 and 30Q2 > 0, then summer/winter limits are 5 & 2/10 & 4.
If 7Q10 > 0, then run model for both summer and winter.
Existing, Qnpermitted Facilities (Existing facilities that are discovered
to be illegally discharging wastewater to the waters of the state. Regard-
less of stream flow, enforcement action should be taken. Facility should be
given notice that they have 30 days to apply for a permit.)
If 7Q10 - 0 and 30Q2 - 0, then summer/winter limits are 5 & 2/10 & 4.
Facility is notified that the discharge will
eventually be discontinued.
If 7Q10 - 0 and 30Q2 > 0, then summer/winter limits are 5 & 2/10 & 4.
If 7Q10 > 0, then run model for both summer and winter.

DIVISION OF ENVIRONMENTAL MANAGEMENT
May 18, 1987
MEMORANDUM
TO:
Allen Wahab
FROM:
Carla Sanderson fj
THROUGH:
Trevor Clements
RE:
201 Facilities Plan
Crooked Creek Wastewater Facilities
I have reviewed the 201 Facilities Plan for the South Fork Crooked
Creek WWTP. The effluent limits as written in the plan are in agree-
ment with the waste load allocation given to this facility.
If there are any further questions, please contact Trevor Clements
or myself.
Thank you.
CS:gh

April 28, 1987
TO: Trevor Clements
Water Quality Section
FROM: Stephanie Richardson
Construction Grants Section it
SUBJECT: AT Checklist
Crooked Creek VNTP
Union County
Project No. C370379-01
On April 15, 1987, we received an amendment to the Union County
201 Facility Plan outlining the proposed sewer service to Indian Creek
and Stallings. The proposed treatment facility will be a .650 mgd
facility designed to handle .3595 domestic flow, .2474 industrial
flow and .042 I/I. The plant discharge is near the intersection of
the South Fork Creek and S.R. 1515 (see attached map).
The design is currently being based on limits of Winter 5/2/30
and Summer 10/4/30. Please advise if this is the correct assumption.
Since this project is scheduled for funding this year we would
request an AT checklist be forwarded to us by June 15, 1987.
SR/jh
Attachment
cc: LPMU
GPF

Request No. :3ISR214u
(u m)
--------------------- WASTELOAD ALLOCATION APPROVAL FORM ---------------------
Facility Name
: UNION COUNA'WWTP
Type of Waste
: DOMESTIC���)tu��*��~1�^���-��&'�
' � .- ^~ '�'/
Status
: PROPOSED
'
Receiving Stream
: SOUTH FORK CROOKED
CREEK
Stream Class
: C
Subbasin
: 030712
County
: UNION
Drainage Area
Regional Office
: MRO
Summer 7010
Requestor
: SAM BRIDGES
Winter 7010
Date of Request
: 3/2/87
Average Flow
Quad
: G16SW
3002
:
Wasteflow (mgd):
5-Day DOD (mg/l):
Ammonia Nitrogen (mg/1):
Dissolved Oxygen (mg/1):
TSS (mg/1):
Fecal Coliform (#/100ml):
PH (SU):
:
:
:
RECOMMENDED EFFLUENT LIMITS
SUMMER
5
2
6
30
1000
6-9
WINTER
*
10
4
6
30
1000
6-9
(sq mi)
: 6.09
(cfs)
: 0.0
(cfs)
: 0.075
(cfs)
: 5.8
(cfs)
: 0.1
--------------------------------- MONITORING ---------------------------------
Upstream (Y/N): Y Location: JUST UPSTREAM OF THE DISCHARGE POINT
Downstream (Y/N): Y Location: @ SR 1501
---------------------------------- COMMENTS -------------------------------------
LIMITS APPLY TO BOTH WASTEFLOWS: A) 0.65
B> 1.3
THESE LIMITS ARE GIVEN IN ACCORDANCE WITH PROCEDURES FOR STREAMS WITH
7010=0 AND 3002>0.
UPSTREAM MONITORING REQUIRED DUE TO EXISTING UPSTREAM DISCHARGERS
TOXICITY TESTING REQUIREMENTS ATTACHED ^
--------�---�r-~------�R-----------�-------�r----------------------------------
Recommended by Date Ahhn
Reviewed by:
Tech. Support Supervisor
Regional Supervisor
Permits & Engineeri
Water Quality Section Chief
Date
ME
Date

Facility Name ton— flUYi44 Lt�)T� teaPermit !! �(r(►(�(�C}g[f'
TOXICITY TESTING REQUIREMENT
The effluent discharge shall at no time exhibit chronic toxicity using
test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay proce-
dure (North Carolina Chronic Bioassay Procedure - Revised *February 1987) or
subsequent versions.
The effluent concentration at which there may be no observable inhibi-
tion of reproduction or significant mortality is % (defined as treatment
two in the North Carolina procedure document). The permit holder shall
perform &DAC04 monitoring using this procedure to establish compliance
with the permit ondition. The first test will be performed within thirty
days from issuance of this permit. Effluent sampling for this testing shall
be performed at the NPDES permitted final effluent discharge below all
treatment processes.
All toxicity testing results required as part of this permit condition
will be entered on the Effluent Discharge Monitoring Form (MR-1) for the
month in which it was performed, using the appropriate parameter code.
Additionally, DEM Form AT-1 (original) is to be sent to the following
address:
Attention: Technical Services Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemi-
cal/physical measurements performed in association with the toxicity tests,
as well as all dose/response data. Total residual chlorine must be measured
and reported if chlorine is employed for disinfection of the waste stream.
Should any test data from this monitoring requirement or tests per-
formed by the North Carolina Division of Environmental Management indicate
potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited docu-
ment, such as minimum control organism survival and appropriate environmen-
tal controls, shall constitute an invalid test and will require immediate
retesting. Failure to submit suitable test results will constitute a fail-
ure of permit condition.
7Q10 O cfs
Permited Flow ( MGD
Basin & Sub -basin _ 0 1oL
Receiving Stream 68L) h �pfK croaKed CyeeA
County UhIDVN
Date
Re . . .

Facility Name CO WWTP 4�a Permit # /ACjM
TOXICITY TESTING REQUIREMENT
The effluent discharge shall at no time exhibit chronic toxicity using
test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay proce-
dure (North Carolina Chronic Bioassay Procedure - Revised *February 1987) or
subsequent versions.
The effluent concentration at which there may be no observable inhibi-
tion of reproduction or significant mortality is10
% (defined as treatment
two in the North Carolina procedure document). The permit holder shall
perform Prl monitoring using this procedure to establish compliance
with the permit condition. The first test will be performed within thirty
days from issuance of this permit. Effluent sampling for this testing shall
be performed at the NPDES permitted final effluent discharge below all
treatment processes.
All toxicity testing results required as part of this permit condition
will be entered on the Effluent Discharge Monitoring Form (MR-1) for the
month in which it was performed, using the appropriate parameter code.
Additionally, DEM Form AT-1 (original) is to be sent to the following
address:
Attention: Technical Services Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemi-
cal/physical measurements performed in association with the toxicity tests,
as well as all dose/response data. Total residual chlorine must be measured
and reported if chlorine is employed for disinfection of the waste stream.
Should any test data from this monitoring requirement or tests per-
formed by the North Carolina Division of Environmental Management indicate
potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited docu-
ment, such as minimum control organism survival and appropriate environmen-
tal controls, shall constitute an invalid test and will require immediate
retesting. Failure to submit suitable test results will constitute a fail-
ure of permit condition.
7Q10 0 cfs
Permited Flow b - t.0� MGD Recommended b
Basin & Sub -basin Q a
�
Receiving StreamShFOrh Ctootced rc[K
County Date 9

olmi
-40ni" �;AIIM 'lly
&MMI(e LTD
bxte4
,01 44 A Z,
.93
PoIck
11
,J-alrn-e- -oLarta al"ptt-to
JZIYU,--fi4 ih
. �:to �6
1�4b-5-t
aAzb.o? yjow=.6-75,
4+
To

J-tc
cr
of
CIO%
"me Q0
057
I-P
14,
goo: o .3.z,)
.00-6-to

.�
.
.
SUMMER
MODEL RUN WITH .65 MGD - ALL
AT 16 CBOD
PROTECTED
----------
MODEL
RESULTS ----------
Discharger
:
UNION COUNT
WWTP
Receiving Stream :
______________________________________________________________________
SOUTH FORK
CROOKED
CREEK
The End
D.O.
is 5.57
mg/l.
The End
CBOD
is 9.45
mg/l.
The End
______________________________________________________________________
NBOD
is 0.00
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1)
Milepoint
_________
Reach
_______
# (mg/l)
____
(mg/l)
(mg/1)
(mgd)
Segment
1
5.09
1.80
3
____
__
-------------
Reach
1
16
0.00
6.00
0.01000
Reach
2
0
0.00
0.00
0.00000
Reach
3
0
0.00
0.00
0.00000
Reach
4
16
0.00
6.00
0.03000
Reach
5
0
0.00
0.00
0.00000
Reach
6
16
0.00
6.00
0.65000
Segment
2
5.50
0.40
1
Reach
1
0
0.0O
0.00
0.00000

b):t!,t-1'i<:3Y-g Y" t.Jfi= I(.)Iti C t:i1..11`4"I- WWTP St..1bI..7r...aSii') 030'.71.2
:2i't:Y`earn 'w•iI)LITI-( !"t:71 1:: t^:F•i00J---..E-:'D E":FE.G:.t,*. Sti Hart)
.::ik..t:iiff-feY" 7G,11.0 7010
l"'Iesi gr-i 1'£:•fnr.)ei'",?t'1-:i..0 e: 25.
ILfNGT!!; SLDPf; Uf? 1)! ITY ;DEPTH; KI ; K1 ; K'2 ; K2 ; KN ; K'N ; KNR ; KNR 1
1 1 fps ; !design! !design: ° ;design! 2i° !design! 204 ;
i mile , ft/r�it p ft820�� 07?
Segment 1 ; 0.55: 31,301 0.100 ; 0,10 ; 1.00 ; 0.80 ; 6.28 1 5.63; 0.00 ; 0.00 ; 0.00 ; 0.00 ;
Reach S
i 1 7
Segment 1 ; 1.2+01 14.101 0.100 ; 0.10 ; 0.79 0.63 1 2.83 1 2.541 0.00 1 0.00 ; 0.00 1 0.00 1
Peach 2 } i 1 i 1 , ! , 1 , 1 , 11 1/ , ,
i , i , i 1 ,
Segment 1 ; 0.15; 1.001 0.010 ; 0.32 ; 0.44 1 0.35 1 0.45 ; 0.021 0.00 0.00 1 0.00 ; 0.00 1
Reach 3 1 I i 1 1
1 1 1 1 f i F 1
Segment 1 1 0.80: 14.10: 0.100 1 0.26 ; 0.58 ; 0.46 ; 2.83 1 2,541 0,00 1 0.00 1 0.00 1 0.00 ;
1 1 I 1 I 1 F 1 1 1
Reach `) I 3 1 1 1 i 1 i 7 1 1 1
-----------------------------------------------------------------------------------------------------
1
Segment 1 1 0,501 7.90; 0.100 1 0.26 ; 0.54 ; 0.43 ; 1.59 1 1.42; 0.00 ; 0.00 1 0.00 ; 0.00 1
Reachh .C I
i 1 I i 1 i I 1 r 1 1 f 1
Segment. 1 1 1.101 7.90; 0.133 1 0.75 1 0.48 1 0.39 1 2.10 1 1.08; 0.00 1 0.00 1 0.00 ; 0.00 1
Reath 6 1 11 , 1 f 11 F F i 1 1
1 I 1 I F i 1 1 1 1 i I 1
Segment 2 1 0,95: 7.90; 0.111 ; 0.82 1 0.47 ; 0.38 ; 1.76 1 1.58: 0.00 ; 0.00 ; 0.00 ; 0.00 1
Reach 1; ; 1 1 ; 1 ; ; 1 1 1 ; 1
-----------------------------------------------------------------------------------------------------
1 ' 1. Ll i 1 i 1 a:::1:i i:) 1 PSI l:t C;1) 1 1:) „ C.) „ 1
:)eginei`it". I ('{ei•ict'i 1.
W a is -t. E::' ; f_? . t_) .1. 6 1 1. 6.. f_u .) t_) ; t_) . t_) f_}:_, 000
I•'f Gs i;i l::1 vj it't F.:?Y..:i 1 f_i „ 000 ;
0 „ 0 C)t:) 1
0 . 000 ;
0. 000
0 1
(.,}„!jf_)f,) i
f)„f;,?f,)f,) 1
0„()00
-f f*
; 0. 000 ;
0. t_ 00 ;
0.000 1
1") „ f }00
�.)c-gff)E: Y'i't: 1.
t'ieiac:ti E2
� r=t':, i, t::?
, .. f,) f,) f::
f'} 1 ) 1
,. f
� . f_) f) ti'? 1
4: 1
i
t„) .. 000 1
f..? .. 000
'T'r:i.bk..kisitY.y
; i).f'0 1 ;
0„000 ;
0.0 0f-) ;
f,).00()
(_:k..kYiC;,•'t •1.
; f;) ., t_)f_)f_) ;
0. 000 ;
0 . f,)0 i
Sef; in&-Ylt 1.
F,'tEe atc::h 3
W:=tEi'i,S t
1 f i . 000 I
0 . (Sf+)f_) 1
0. 000 ;
f.,) „ ()f_)f,)
_rr 1 t.tk_i t.: -r y
i x..? . t_?f_)f..) i
t) , 0t)0 1
f,) . f )f_)o
f_> .
* R k_kr)t:l.f:.f:
; 0 „ t,?f1C) 1
f.) . 000 ;
0 . !.?f ?f ;
f.) ..

Se�kt 1'Reach
-�n
4
^ '
Waste
1 0.046 1
16.000 1
0.000 1
6.000
Tributary
1 0.040 1
12.320 |
0.000 |
6.600
* Runoff
1 0.000 |
0.000 (
0.000 |
0.000
Segment 1
Reach 5
Waste
| 0.000 1
0.000 |
0.000 |
0.000
Tributary
| 0.000 1
0.000 1
0.000 1
0.000
* Runoff
1 0.000 1
0.000 |
0.000 1
0.000
Segment 1
Reach 6
Waste
1 1.008 1
16.000 1
0.000 1
6.000
Tributary
| 0.000 |
0.000 1
0.000 1
0.000
* Runoff
| 0.000 1
0.000 1
0.000 |
0.000
Seqment 2 Reach
Waste (
0.000 1
0.000 1
0.000 1
0.000
Headwaters!
0.000 1
0.000 1
0.000 |
0.000
Tributary |
0.000 1
0.000 |
0.000 |
0.000
* Runoff 1
0.000 1
0.000 (
0.000 1
0.000
* Runoff flow is in cfs/mile

~.
Se' #' | Reach Seg Mi 1 D.O. CBOD < NBOD | Flow �
1 1 0.00 6.00 16.00 0.00 0.02
1 1 0.05 5.98 15.52 0.00 0.02
1 1 0.10 5.98 15.05 0.00 0.02
1 1 0.15 5.99 14.60 0.00 0.02
1 1 0.20 6.01 14.16 0.00 0.02
1 1 0.25 6.04 13.73 0.00 0.02
1 1 0.30 6.08 13.32 0.00 0.02
1 1 0.35 6.12 12.92 0.00 0.02
1 1 0.40 6.16 12.53 0.00 0.02
1 1 0.45 6.21 12.15 0.00 0.02
1 1 0.50 6.26 11.78 0.00 0.02
1 1 0.55 6.31 11.43 0.00 0.02
1 2 0.55 6.31 11.43 0.00 0.02
1 2 0.65 6.15 10.89 0.00 0.02
1 2 0.75 6.04 10.38 0.00 0.02
1 2 0.85 5.96 9.89 0.00 0.02
1 2 0.95 5.92 9.42 0.00 0.02
1 2 1.05 5.91 8.98 0.00 0.02
1 2 1.15 5.92 8.56 0.00 0.02
1 2 1.25 5.94 8.16 0.00 0.02
1 2 1.35 5.98 7.77 0.00 0.02
1 2 1.45 6.03 7.41 0.00 0.02
1 2 1.55 6.09 7.06 0.00 0.02
1 2 1.65 6.15 6.73 0.00 0.02
1 3- 1.65 6.15 6.73 0.00 0.02
1 3 1.68 5.82 6.20 0.00 0.02
1 3 1.71 5.56 5.71 0.00 0.02
1 3 1.74 5.36 5.27 0.00 0.02
1 3 1.77 5.20 4.86 0.00 0.02
.09 4.48 0.00 0.02
� 4 1.80 6.10 12.81 0.00 0.10
1 4 1.88 6.06 12.45 0.00 0.10
1 4 1.96 6.04 12.10 0.00 0.10
1 4 2.04 6.03 11.77 0.00 0.10
1 I.J. 2.12 6.03 11.44 0.00 0.10
1 4 2.20 6.04 11.12 0.00 0.10
1 4 2.28 6.06 10.81 0.00 0.10
1 4 2.36 6.08 10.51 0.00 0.10
1 4 2.44 6.11 10.22 0.00 0.10
1 4 2.52 6.14 9.94 0.00 0.10
1 4 2.60 6.17 9.66 0.00 0.10
1 5 2.60 6.17 9.66 0.00 0.10
1 5 2.65 6.13 9.51 0.00 0.10
1 5 2.70 6.08 9.35 0.00 0.10
1 5 2.75 6.04 9.20 0.00 0.10
1 5 2.80 6.01 9.05 0.00 0.10
1 5 2.85 5.98 8.90 0.00 0.10
1 5 2.90 5.95 8.76 0.00 0.10
1 5 2.95 5.93 8.62 0.00 0.10
1 5 3.00 5.91 8.48 0.00 0.10
1 5 3.05 5.89 8.34 0.00 0.10
1 5 3.10 5.88 8.20 0.00 0.10
1 6 .10 5.99 15.28 0.00 1.11
1 6 -4.20 089 14.95 0.00 1.11
1 6 3.30 5.81 14.61 0.00 1.11
1 6 3.40 5.74 14.29 0.00 1.11
1 6 3.50 5.68 13.98 0.00 1.11
1 6 3.60 5.64 13.67 0.00 1.11
1 6 3.70 5.61 13.36 0.00 1.11
1 6 3.80 5.58 13.07 0.00 1.11
1 6 3.90 5.57 12.78 0.00 1.11
1 6 4.00 5.56 12.50 0.00 1.11
1 6 4.10 -5.56 12.22 0.00 1.11
1 6 4.20 5.56 11.95 0.00 1.11
2 1 0.00 5.56 11.95 0.00 1.11
2 1 0.05 5.55 11.80 0.00 1.11
2 1 0.10 5.53 11.64 0.00 1.11
2 1 0.15 5.52 11.49 0.00 1.11
2 1 0.20 5.51 11.34 0.00 1.11
2 1 0.25 5.50- 11.20 0.00 1.11
2 1 0.30 5.50 11.05 0.00 1.11
2 1 0.35 5.50 10.91 0.00 1.11
2 1 0.40 5.50 10.77 0.00 1.11
2 1 0.45 5.50 10.63 0.00 1.11
2 1 0.50 5.50 10.49 0.00
2 1 0.55 5.50/ 10.35 0.00 1
2 1 0.60 5.51' 10.22 0.00 1,1-
2 1 ^ ^ ^ ^ O 65 5 52 10 09 0 00 1 --
2 1 0.70 5.53 9.96 0.00
2 1 0.75 5.54 9.83 0.00 1.11

_
SUMMER
INCREASED
FLOW = 1.3
MGD FOR
UNION CO WWTP \
�� �����f����!Cc�
^�'_`-__- '
---------- MODEL RESULT
S ------
----
Discharger
:
UNION COUNT WWTP
Receiving Stream
:
SOUTH FORK CROOKED CREEK
The End
D.O.
is 6.25
mg/l.
...... ..... ....
.... .... .... ..... ..... ..... ______
The End
CBOD
is 11.48
mg/l.
The End
NBOD
..........
is 0.00
....... .... _____________________________...
mg/1.
_
..... ... .... ..... __________________
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/l)
Mi1epoint Reach #
(mg/l)
(frig /l)
(mg/l)
(mg(.1}
Segment
1
5.09
1.80 3
__
__
Reach
1
16
0.00
6.00
0.01000
Reach
2
0
0.00
0.00
0.00000
Reach
3
0
0.00
0.00
0.O0000
Reach
4
16
0.00
6.00
0.03000
Reach
5
0
0.00
0.00
0.00000
Reach
6
16
0.00
6.0O
1.30000
Segment
2
6.18
0.20 1
Reach
1
0
0.00
0.00
0.00000
`4"
'
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• . - .,;... .p:. MODEL SUMnaiLI1"iY DATA �..N..�.
Receiving Stream i SOUTH FORK C.i"ti(..3OKED CREEK Stream C l.iisss C
Summer 7010 I'll Winter 7010
Design Temperature: re: 215.
!LENGTH! SLOPE; VELOCITY 1 DEPTH! K1 1 K1 ; K2 ; K2 ; KN 1 KN 1 KNR 1 KNR ;
; mile 1 ftfmi! fps ! ft ;design! 120' ldesignl 8261 ;design; 8204 :design; 8201 1
-----------------------------------------------------------------------------------------------------
1
Segment 1 ; 0.55! 31.301 0.100 ! 110 ; 1A0 1 OAO ; 6.28 ; 5.63; 0.00 ; 030 1 030 1 0.00 1
React, 1 ; ; ; 1 1 1 ; ! ! ! 1 ! 1
Segment 1 ; 1.20: 14.10! 0.100 1 OAO 1 039 1 013 1 213 1 2.541 OAO 1 OAO 1 OAO 1 OAO ;
Reacts 2 !
Segment 11 0.151 1.001 0.010 1 132 ! OA4 1 0.35 1 0.45 1 ONE ()AO 1 OAO 1 OAO1 OAO!
Reach 3 1 1 , ! f ! I 1 1 1 f
-----------------------------------------------------------------------------------------------------
I 1 I 1 1 r I 1 1 I { I 1
Segment 1 ; 0.801 14.101 0.100 1 016 1 018 1 OA6 1 2.83 ! 2.54! 0.00 ; OAO 1 OAO 1 OAO 1
Reach 4 ! ; 1
I 1 I 3 1 1 I 1 F I i 1 1
Segment 1 ; 0.501 7.90: 0.100 1 016 1 004 1 0.43 1 1.59 1 1.421 &(1 1 OAO 1 OAO 1 0.00 1
Reache r 1 1 r r 1 r 1 i , 1 1 i
of 1 i i I i f , , f i F / i
Segment 1 1 1.10: 7.901 0.215 1 0.81 1 0.51 1 140 ! 3.41 1 3.061 0.00 1 0.00 1 OAO 1 0.00 !
React: 6 1 1 i ;
i 1 , ,
Segment 2 ! 0.95; 7.90! 0.180 1 018 1 OA9 1 OA9 ; 2.86 1 L%l 030 1 OAO ; OAO 1 OAO 1
Reach 1 1 1 1 1 1 1 1 1 ; ! 1 1 1
-----------------------------------------------------------------------------------------------------
F
} c 1 s 1
Segment I Reach I
Segment rl'! 1. Reach 2
Waste 1 0.000 1
mg/ 1 i
mg/1. 1
ITgIf.1. 1
0.000 0 !
0.000 0 1
300
0.000
0.000 1
0.000 0 1
0.000
0.000 1 0.000 t0 1 0.000
0.000 1 0.000 1 0.000
t r00
Segment 1 Reach * 3
0.000 1
0.000 1
0
0.000
0.000 1
0.000 1
0.000

Seg0tht f
Reach 4
^ ' Waste
| 0.046 |
16.000 |
0.000 <
6.000
Tributary
1 0.040 |
12.320
;
0.00O 1
6.600
* Runoff
1 0.000 1
0.000
|
0.000 |
0.000
Segment 1
Reach 5
Waste
| 0.000 1
0.000
|
0.000 |
0.000
Tributary
| 0.000 |
0.000
|
0.000 (
0.000
* Runoff
1 0.000 |
0.000
1
0.000 |
0.000
Segment 1
Reach 6
Waste
| 2.015 1
16.000
|
0.000 |
6.000
Tributary
| 0.000 1
0.000
|
0.000 1
0.000
* Runoff
| 0.000 1
0.000
|
0.000 1
0.000
Segment 2 Reach 1
Waste |
0.000
1
0.000 1
0.000 |
0.000
Headwaters!
0.000
|
0.000 1
0.000 |
0.000
Tributary |
0.000
1
0.000 1
0.000 1
0.000
* Runoff 1
0.000
|
0.000 1
0.000 1
0.000
* Runoff flow is in cfs/mile

.'
Seg
'�
# . Reach #
| Seg Mi 1
D.O.
CBOD |
NBOD 1
Flow
1
1
0.00
6.00
16.00
0.00
0.02
1
1
0.05
5.98
15.52
0.00
0.02
1
1
0.10
5.98
15.05
0.00
0.02
1
1
0.15
5.99
14.60
0.00
0.02
1
1
0.20
6.01
14.16
0.00
0.02
1
1
0.25
6.04
13.73
0.00
0.02
1
1
0.30
6.08
13.32
0.00
0.02
1
1
0.35
6.12
12.92
0.00
0.02
1
1
0.40
6.16
12.53
0.00
0.02
1
1
0.45
6.21
12.15
0.00
0.02
1
1
0.50
6.26
11.78
0.00
0.02
1
1
0.55
6.31
11.43
0.00
0.02
1
2
0.55
6.31
11.43
0.00
0.02
1
2
0.65
6.15
10.89
0.00
0.02
1
2
0.75
6.04
10.38
0.00
0.02
1
2
0.85
5.96
9.89
0.00
0.02
1
2
0.95
5.92
9.42
0.00
0.02
1
2
1.05
5.91
8.98
0.00
0.02
1
2
1.15
5.92
8.56
0.00
0.02
1
2
1.25
5.94
8.16
0.00
0.02
1
2
1.35
5.98
7.77
0.00
0.02
1
2
1.45
6.03
7.41
0.00
0.02
1
2
1.55
6.09
7.06
0.00
0.02
1
2
1.65
6.15
6.73
0.00
0.02
1
3
1.65
6.15
6.73
0.00
0.02
1
3
1.68
5.82
6.20
0.00
0.02
1
3
1.71
5.56
5.71
0.00
0.02
1
3
1.74
5.36
5.27
0.00
0.02
1
3
1.77
5.20
4.86
0.00
0.02
1
3
1.80
5.09
4.48
0.00
0.02
1
4
1.80
6.10
12.81
0.00
0.10
1
4
1.88
6.06
12.45
0.00
0.10
1
4
1.96
6.04
12.10
0.00
0.10
1
4
2.04
6.03
11.77
0.00
0.10
1
4
2.12
6.03
11.44
0.00
0.10
1
4
2.20
6.04
11.12
0.00
0.10
1
4
2.28
6.06
10.81
0.00
0.10
1
4
2.36
6.08
10.51
0.00
0.10
1
4
2.44
6.11
10.22
0.00
0.10
1
4
2.52
6.14
9.94
0.00
0.10
1
4
2.60
6.17
9.66
0.00
0.10
1
5
2.60
6.17
9.66
0.00
0.10
1
5
2.65
6.13
9.51
0.00
0.10
1
5
2.70
6.08
9.35
0.00
0.10
1
5
2.75
6.04
9.20
0.00
0.10
1
5
2.80
6.01
9.05
0.00
0.10
1
5
2.85
5.98
8.90
0.00
0.10
1
5
2.90
5.95
8.76
0.00
0.10
1
5
2.95
5.93
8.62
0.00
0.10
1
5
3.00
5.91
8.48
0.00
0.10
1
5
3.05
5.89
8.34
0.00
0.10
1
5
3.10
5.88
8.20
0.00
0.10
1
6
3.10
5.99
15.62
0.00
2.12
1
6
3.20
6.00
15.40
0.00
2.12
1
6
3.30
6.01
15.18
0.00
2.12
1
6
3.40
6.03
14.96
0.00
2.12
1
6
3.50
6.04
14.75
0.00
2.12
1
6
3.60
6.06
14.54
0.00
2.12
1
6
3.70
6.08
14.33
0.00
2.12
1
6
3.80
6.10
14.13
0.00
2.12
1
6
3.90
6.12
13.92
0.00
2.12
1
6
4.00
6.14
13.73
0.00
2.12
1
6
4.10
6.16
13.53
0.00
2.12
1
6
4.20
6.18
13.34
0.00
2.12
2
1
0.00
6.18
13.34
0.00
2.12
2
1
0.05
6.18
13.23
0.00
2.12
2
1
0.10
6.18
13.12
0.00
2.12
2
1
0.15
6.18
13.01
0.00
2.12
2
1
0.20
6.18
12.90
0.00
2.12
2
1
0.25
6.18
12.79
0.00
2.12
2
1
0.30
6.18
12.69
0.00
2.12
2
1
0.35
6.18
12.58
0.00
2.12
2
1
0.40
6.18
12.48
0.00
2.12
2
1
0.45
6.19
12.37
0.00
2.12
2
1
0.50
6.19
12.27
0.00
2.12
2
1
0.55
6.20
12.17
0.00
2.12
2
1
0.60
6.20
12.07
0.00
2.12
2
1
0.65
6.21
11.97
0.00
2.12
2
1
0.70
6.22
11.87
0.00
2.12
2
1
0.75
6.22
11.77
0.00
2.12