NC0088722_Speculative Limits_20040318

NPDES DOCIMENT 5CANNIN` COVER SHEET
NPDES Permit:
NC0088722
Killian Creek WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Report
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
March 18, 2004
Thus documerit is printed on rautse paper -ignore any
content on the reYerge side

4
'N A TF9
QG
7
•
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
March 18, 2004
Mr. Stephen A. Gilbert, PE, PLS
Director of Public Utilities
County of Lincoln
115 West Main Street
Lincolnton, North Carolina 28092
Subject: Speculative Effluent Limits
Proposed WWTP
Killian Creek
Lincoln County
Dear Mr. Gilbert:
This letter is in res onse to your March 21, 2003 request for speculative effluent limits for a proposed wastewater
treatment plant in ncoln County. The request includes two locations at two flows each. This letter addresses flows of
4 MGD and 7 MG at the following locations: Killian Creek near the intersection of Killian Creek and its tributary
Forney Creek (SIT 1), and Killian Creek near the Lincoln and Gaston County Line (SITE 2).
Engineering Altern tives Analysis (EAA). Please note that the Division cannot guarantee that an NPDES permit will
be issued with these speculative limits. Final decisions can only be made after the Division receives and evaluates a
formal permit app cation for the proposed discharge. In accordance with the North Carolina General Statutes, the
practicable wastew er treatment and disposal alternative with the least adverse impact on the environment is required
to be implements Therefore, as a component of all NPDES permit applications for new or expanding flow, a
detailed engineerin alternatives analysis (EAA) must be prepared. The EAA must justify requested flows, and provide
an analysis of potential wastewater treatment alternatives. Alternatives to a surface water discharge, such as spray/drip
irrigation, wastewater reuse, or inflow/infiltration reduction, are considered to be environmentally preferable. A copy
of the EAA requirements is attached to this letter. Permit applications for new or expanding flow will be returned
as incomplete if 11 EAA requirements are not adequately addressed. If you have any questions regarding these
requirements, pleas contact the DWQ NPDES Unit at 919-733-5083.
State Environment
projects that 1) nee
impact the enviror
>500,000 gpd and
Since the propose
evaluates the pot
NPDES permit a
Policy Act (SEPA) EA/EIS Requirements. A SEPA EA/EIS document must be prepared for all
a permit; 2) use public money or affect public lands; and 3) might have a potential to significantly
ment. For new wastewater discharges, significant impact is defined as a proposed discharge of
producing an instream waste concentration of > 33% based on summer 7Q10 flow conditions.
d facility is a new discharge meeting these criteria, you must prepare a SEPA document that
ntial for impacting the quality of the environment. The NPDES Unit will not accept an
plication for the proposed expansion until the Division has approved the SEPA document
and sent a Finding of No Significant Impact (FONSI) to the State Clearinghouse for review and comment. A
SEPA Environmental Assessment (EA) should contain a clear justification for the proposed project. If the SEPA EA
demonstrates that he project may result in a significant adverse effect on the quality of the environment, you must then
prepare a SEPA E S (Environmental Impact Statement). Since your proposed facility is subject to SEPA, the EAA
requirements disussed above will need to be folded into the SEPA document. The SEPA process will be
delayed if all EAA requirements are not adequately addressed. If you have any questions regarding SEPA
EA/EIS requirements, please contact Alex Marks with the DWQ Planning Branch at [phone], ext. 555.
#714
Dre
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]

Speculative Limits Letter
Lincoln County
Page 2 of 3
•
.w
Receiving Stream. Both of the proposed discharge sites are to Killian Creek in Lincoln County. This stream is
classified as C waters. It is not listed as impaired on the 2003 303(d) list and has no known water quality concerns.
There are currently two facilities upstream whose discharges were considered in this analysis. They are Middle Forney
Creek WWTP, and the Lincoln Combustion Turbine Station.
Speculative Limits. The speculative limits were developed based on a Level B Model. Limits for the proposed
discharges of 4 MGD/7 MGD at SITE 1 are presented in Table 1 and Table 2. Limits for the proposed discharges of
4 MGD/7 MGD at SITE 2 are presented in Table 3 and Table 4. A complete evaluation of these limits and
monitoring frequencies in addition to monitoring requirements for metals and other toxicants will be addressed upon
receipt of a formal NPDES permit modification request.
TABLE 1. Speculative Limits for Proposed WWTP, SITE 1, 4 MGD
Effluent Characteristic
Effluent Limitations
Monthly Average
Weekly Average
Daily Maximum
Flow
4.0 MGD
BOD5, Summer
30.0 m_g/1
45.0 mg/1
BOD5, Winter
30.0 mg/1
45.0 mg/1
TSS
30.0 mg/1
45.0 mg/1
NH3 as N, Summer
1.3 mg/1
3.9 mg/1
NI-I3 as N, Winter
3.5 mg/1
10.5 mg/1
TRC
24 µg/1
Fecal coliform (geometric mean)
200/100 ml
400/100 ml
Chronic toxicity test @ 72%
TABLE 2. Speculative Limits for Proposed WWTP. SITE 1, 7 MGD
Effluent Characteristic
Effluent Limitations
Monthly Average
Weekly Average
Daily Maximum
Flow
7.0 MGD
BOD5, Summer
30.0 mg/1
45.0 mg/1
BOD5, Winter
30.0 mg/1
45.0 mg/1
TSS
30.0 mg/1
45.0 mg/1
NH3 as N, Summer
1.1 mg/1
3.3 mg/1
NH3 as N, Winter
2.7 mg/1
8.1 mg/1
TRC
21 µg/1
Fecal coliform (geometric mean)
200/100 ml
400/100 ml
Chronic toxicity test @ 82%
TABLE 3. Speculative Limits for Proposed WWTP. SITE 2, 4 MGD
Effluent Characteristic
Effluent Limitations
Monthly Average
Weekly Average
Daily Maximum
Flow
4.0 MGD
BODS, Summer
30.0 mg/1
45.0 mg/1
BODS, Winter
30.0 mg/1
45.0 mg/1
TSS
30.0 mg/1
45.0 mg/1
NH3 as N, Summer
1.5 mg/1
4.5 mg/1
NH3 as N, Winter
3.7 mg/1
11.1 mg/1
TRC
26 µg/l
Fecal coliform (geometric mean)
200/100 ml
400/100 ml
Chronic toxicity test @ 66%

Speculative Limits Letter
Lticoln County
Page 3 of 3
TABLE 4. Speculative Limits for Proposed WWTP, SITE 2, 7 MGD
Kt
mcmthi . A.
e Ni to
Maximum
Flow
7.0 MGD
BODS, Summer
30.0 mg/1
45.0 mg/1
BODS, Winter
30.0 mg/1
45.0 mg/1
TSS
30.0 mg/1
45.0 mg/1
NH3 as N, Summer
1.2 mg/1
3.6 mg/1
NH3 as N, Winter
2.9 mg/1
8.7 mg/1
TRC
22 µg/1
Fecal coliform (geometric
mean)
200/100 ml
400/100 ml
Chronic toxicity test
@ 77%
Should you have a questions about these speculative limits or NPDES permitting requirements, please feel free to
contact Dawn Jeffri s at [phone], extension 595.
Sincerel ,
vid A. Goodrich
Supervisor, NPDES Unit
Attachment: EAA Gut dance Document
cc: (without Attachme t)
US Fish and ildlife Service, Ecological Services, PO Box 33726, Raleigh, NC 27636-3726 Attn: Sara Myers NC WRC
Inland Fishe 'es, 1721 Mail Service Center, Raleigh, NC, 27699-1721 Attn: Fred Harris
Diver Inco orated, 4957 Albemarle Road, Charlotte, NC 28205 Atm: Albert Glenn
Mooresville Regional Office
Central Files

5pc1debu
_.r
COUNTY OF LINCOLN, NORTH CAROLINA
1 1 5 WEST MAIN STREET, 2ND FLOOR CITIZENS CENTER, LINCOLNTON, NORTH CAROLINA 28092
DEPARTMENT OF PUBLIC WORKS
PHONE [phone]
FAX [phone]
March 21, 2003
Mr. David Goodrich
NC DENR
NPDES Unit Supervisor
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27669-1617
Re: Speculative Effluent Limits
Dear Mr. Goodrich:
Lincoln County and East Lincoln Sewer District has contracted with Olver, Inc. to develop a Capital
Improvements Plan that calls for the evaluation of wastewater treatment plant expansion alternatives
and probable locations of new treatment plant(s). We hereby request that the NPDES unit of the North
Carolina Division of Water Quality issue "Speculative Effluent Limits" for the following locations and
discharge flows:
• Lincoln County Middle Forney Creek WWTP NPDES permit No. NC00740 12 (Expansion Flow of 1.5
MGD),
illian Creek near Lincoln and Gaston County Line (New Plant Flow of 4.0 MGD and 7.0 MGD) and
• Killian Creek near the intersection of Killian Creek and its tributary Forney Creek (New Plant Flow of
4.0 MGD and 7.0 MGD) and
• Leepers Creek near Lincoln and Gaston County Line (New Plant Flow of 3.0 MGD and 7.0 MGD).
Once we receive these limits we will be able to determine the costs and feasibility of expanding or
building a new wastewater treatment plant. If you have any questions or need additional information,
please call me at [phone] or Albert Glenn at Olver Incorporated at [phone].
Sincerely,
Stephen A. Gilbert, PE, PLS
Director of Public Utilities
Attachment: Site Location Map

• PROPOSED WVVTP LOCATION
LEEPE.R,S CREEK A
•(FLOW 3 0 MGD AND 7,0 MGD)
• 'E.1srffgg WWTP
NPDES PERMIT NO. NCd074o12.
(EXPANSION FLOW TO"1.5 MGD)
•
PROPOSED WWTP LOCATION
KILLIAN C EEK A 7
(FL:OW 4.0 MGD AND 7.01GD)
-ie....r;i.
PR+'3POSED V TP LOCATION
A KILLitAN CREEK - 1
,(FL- 4 U MGD AND 7 U GD))
! •srns n — — t —
SCALE: 1 "=200'-0"
JOB NO.: 20130
REFERENCE: USGS 7.5 MINUTE SERIES LOWESVILLE, NC QUADRANGLE
LINCOLN COUNTY, NC ,,,�r ��°01'3a
WWTP SPECULATIVE EFFLUENT LIMITS
SITE LOCATION MAP `
1 MARCH
�1 0l M2O03

FW: Low -flow characteristics for Leepers and Killian Creek...
•
Subject: FW: Low -flow characteristics for Leepers and Killian Creek...
Date: Wed, 4 Jun 2003 10:00:00 -0400
From: "Albert Glenn" <[e-mail]>
To: <[e-mail]>
Please see the attached creek flow information from USGS for Lincoln County,
NC Speculative Effluent Limits. Let me know if you need anything else.
Thanks,
Albert D. Glenn
Project Engineer
Olver Incorporated
4957 Albemarle Road
Charlotte, NC 28205
Phone: [phone]
Fax: [phone]
Original
From: John C
Sent: Friday,
To: aglenn@ol
Cc: John C We
Subject: Low -
Message
eaver [mailto:[e-mail]]
May 30, 2003 1:26 PM
er.com
ver
low characteristics for Leepers and Killian Creek...
Mr. Glenn,
In response tb your inquiry concerning the low -flow characteristics for
Leepers Creek and Killian Creek in southeastern Lincoln County, the
following information is provided:
Your site of
partial-recor
area 52.6 sqm
obtained duri
analysis of t
cfs per sqmi)
sqmi). Because the partial -record site is located almost immediately
upstream (at SR 1412), the low -flow estimates at this site can be
considered applicable to your site of interest on Leepers Creek.
The determination of low -flow characteristics on Killian Creek appears to
be somewhat more complex. The proposed WWTP locations indicated on your
fax m have
and 47 sgmi.
Killian Creek
October 1990.
has been comp
low -flow esti
(Sta. 0214271
nterest on Leepers Creek is just downstream of a USGS
site (Sta. 02142690, Leepers Creek near Lowesville, drainage
) having records of 20 miscellaneous discharge measurements
g late 1950's through mid-1960's. Based on a previous
ese records, the 7Q10 is estimated to be 9.8 cfs (or 0.1863
and the 30Q2 is estimated to be 21 cfs (or 0.3992 cfs per
(from upstream to downstream) approximate drainage areas of
The USGS has operated a continuous -record gaging station on
about 1,000 feet upstream from Forney Creek (tributary) since
However, no formal analysis of the low -flow characteristics
leted for this site. In the absence of such an analysis,
mates for this stream are based on a USGS partial -record site
0, Killian Creek near Lowesville, drainage area 47.0 sami)
having records of 17 miscellaneous discharge measurements also obtained_
during late 1
(or 0.0660 cf
cfs per sqmi)
950's through mid-1960's. The 7Q10 is estimated_.to be 3.1 cfs
s per sqmi) and the 30Q2 is estimated to bell cfsT(or 0.2340
. Because your sites of interest are ungageei"locattons,
estimates of the low -flow discharges can be determined by applying the
indicated low -flow yields (cfs per sqmi) for Killian Creek to the drainage
areas listed for your locations.
One observation about the low -flow characteristics on Killian Creek is the
relatively lower yields compared to those for Leepers Creek. While there
1 of 2
9/10/03 8:32 AM

FW: Low -flow characteristic for Leepers and Killian Creek...
are a number of factors that result in the low -flow characteristics for one
stream versusla nearby stream, the large difference in the yields causes
one to question the reason for such a range. In this situation, it is not
clear why the differences in the yields exist for two close streams. Thus
you may wish ro consider a more formal analysis of the low -flow
characteristi s at the gaging station on Killian Creek. If you decide to
have such an nalysis, the fee will be $250 for the estimates and written
response. ccording to the annual data report, this site is operated for
the purposes f studying low -flow conditions, meaning that data for some
periods of hi h-flow events has not been collected. Because of this
consideration a low -flow analysis at this site will require additional
processing of; the information that is not typically required for a low -flow
analysis at a gaging station having data at all ranges of streamflow.
Hope this information helps. Please contact me if you have further
questions.
Thank you.
Curtis Weaver
*************
*********************************************************
J. Curtis Weaver, Hydrologist, PE
U.S. Geological Survey
3916 Sunset Ridge Road
Raleigh, NC 27607
Telephone: [phone] // Fax: [phone]
E-mail address -- [e-mail]
Internet address -- http://nc.water.usgs.gov/
*************k*********************************************************
2of2 9/10/038:32AM

NCOO??
Facility: Proposed WWTP
Discharge to: Killian Creek Pt. #1
Stream class and index #: C
Residual Chlorine
7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
UPS BACKGROUND LEVEL (UG/L)
IWC (%)
Allowable Conc. (ug/I)
maximum=28 ug/I
Fecal Limit
Ratio of 0.4 :1
Ammonia as NH3
(summer)
2.4 7010 (CFS) 2.4
4 DESIGN FLOW (MGD) 4
6.2 DESIGN FLOW (CFS) 6.2
17.0 STREAM STD (MG/L) 1.0
0 UPS BACKGROUND LEVEL (MG/L) 0.22
72.09 IWC (%) 72.09
23.58 Allowable Concentration (mg/I) 1.30
minimum = 2
Ammonia as NH3
(winter)
7Q10 (CFS) 6.1
200/100m1 DESIGN FLOW (MGD) 4
DESIGN FLOW (CFS) 6.2
STREAM STD (MG/L) 1.8
UPS BACKGROUND LEVEL (MG/L) 0.22
IWC (%) 50.41
Allowable Concentration (mg/I) 3.35
minimum = 4

NC00??
Facility: Proposed WWTP
Discharge to: Killian Creek Pt. #1
Stream class and index #: C
Residual Chlorine
7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
UPS BACKGROUND LEVEL (UG/L)
IWC (%)
Allowable Conc. (ug/I)
maximum=28 ug/I
Fecal Limit
Ratio of 0.2 :1
Ammonia as NH3
(summer)
2.4 7010 (CFS) 2.4
7 DESIGN FLOW (MGD) 7
10.85 DESIGN FLOW (CFS) 10.85
17.0 STREAM STD (MG/L) 1.0
0 UPS BACKGROUND LEVEL (MG/L) 0.22
81.89 IWC (%) 81.89
20.76 Allowable Concentration (mg/I) 1.17
minimum = 2
Ammonia as NH3
(winter)
7010 (CFS) 6.1
200/100m1 DESIGN FLOW (MGD) 7
DESIGN FLOW (CFS) 10.85
STREAM STD (MG/L) 1.8
UPS BACKGROUND LEVEL (MG/L) 0.22
IWC (%) 64.01
Allowable Concentration (mg/I) 2.69
minimum = 4

N C00??
Facility: Proposed WWTP
Discharge to: Killian Creek Pt. #2
Stream class and index #: C
Residual Chlorine
7010 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
UPS BACKGROUND LEVEL (UG/L)
IWC (%)
Allowable Conc. (ug/I)
maximum=28 ug/I
Fecal Limit
Ratio of 0.5 :1
Ammonia as NH3
(summer)
3.2 7010 (CFS)
4 DESIGN FLOW (MGD)
6.2 DESIGN FLOW (CFS)
17.0 STREAM STD (MG/L)
0 UPS BACKGROUND LEVEL (MG/L)
65.96 IWC (%)
25.77 Allowable Concentration (mg/I)
Ammonia as NH3
(winter)
3.2
4
6.2
1.0
0.22
65.96
1.40
minimum = 2
7Q10 (CFS) 8.3
200/100m1 DESIGN FLOW (MGD) 4
DESIGN FLOW (CFS) 6.2
STREAM STD (MG/L) 1.8
UPS BACKGROUND LEVEL (MG/L) 0.22
IWC (%) 42.76
Allowable Concentration (mg/I) 3.92
minimum = 4

NC00??
Facility: Proposed WWTP
Discharge to: Killian Creek Pt. #2
Stream class and index #: C
Residual Chlorine
7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
UPS BACKGROUND LEVEL (UG/L)
IWC (%)
Allowable Conc. (ug/I)
maximum=28 ug/I
Fecal Limit
Ratio of 0.3 :1
Ammonia as NH3
(summer)
3.2 7010 (CFS) 3.2
7 DESIGN FLOW (MGD) 7
10.85 DESIGN FLOW (CFS) 10.85
17.0 STREAM STD (MG/L) 1.0
0 UPS BACKGROUND LEVEL (MG/L) 0.22
77.22 IWC (%) 77.22
22.01 Allowable Concentration (mg/I) 1.23
minimum = 2
Ammonia as NH3
(winter)
7Q10 (CFS) 8.3
200/100m1 DESIGN FLOW (MGD) 7
DESIGN FLOW (CFS) 10.85
STREAM STD (MG/L) 1.8
UPS BACKGROUND LEVEL (MG/L) 0.22
IWC (%) 56.66
Allowable Concentration (mg/I) 3.01
minimum = 4

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MODEL INPUTS FOR LEVEL B ANALYSIS
GENERAL INFORMATION
FacilityName:
I �4"'. 0��1 t Y c, pS�`
o.t jNr1 w wTY '
rPr� o pD ca
torP� 1
NPDES No.:
�
PUC0C7`60 it i I ►' C.OD7 L/O/c2-
NA
Type of Waste:
ill GeV s7n14;e,
mrtiey fic.
? Vomtaig, .
Facility Status:
E'XisLi' 11D
En sii45
I r os,roZ
Receiving Stream:
-
/j;
rofn
{; 4-14-Cm
Stream Classification:
Ci
C
G
Subbasin: 03-05S-
33
O3-0$• 33
03-Dg• 33
03-08.33
County: L; vi
col i Co
Li „cal.".
L14celi-k.
Lrncod%--
Regional Office:
,
Mooresvdtka
g ores:4e.
Noctressod/Le
Topo Quad:
1= 1 1 N£
F (i{ AJZ
F W Na-
FLOW INFORMATION
USGS#
Date of Flow Estimates:
Drainage Area (mi2):
36.5 m; 2
7. c6 rni z
'/G . 9 . .
Summer 7Q10 (cfs):
07. 5/ C
o. , c.A
3. 1
Winter 7Q10 (cfs:
—Os):
G -1)
1. cLais
1. 0
Average Flow
qi a
q . CCs
53.0
30Q2 (cfs):
', g
1.7 c..
11, 0
IWC at Point of Discharge (%):
a3 To
We%
(,77o / %
Cummulative IWC (%):
MODEL INPUT INFORMATION
SSGMcor
5ffioic,or,y
21)
s 3 ( )
LENGTH OF REACH
INCREMENTAL
(miles)
O. a5 m i
i• '2
0. 2 5
.`
LENGTH (miles)
0-05
. I
0• 05
O.1
WASTE CHARACTERISTICS
FLOW (MGD)
0. 4J
0 • '75
y. D 7.1L
CBOD (mg/1) f•d•
C(3)
/
NBOD (mg/1)
no VIP
: q ; c.J * 18
5- 5.Y40- 124
5�
D.O. (mg/1)
vtiorle.
5
RUNOFF CHARACTERISTICS
7Q/o(v) _ .j41o(4.) - 7)1 STd
7Q10 (cfs/mi)
5 r 0 .o(d 15=
.075, cJ= t a
1
QA (cfs/mi)
,i)
(9. Li/
CBOD (mg/1)
NBOD (mg/1)
i 1`0-1..421
.
D.O. (mg/1)
TRIBUTARY CHARACTERISTICS
•
7Q10 (cfs)
QA (cfs)
CBOD (mg/1)
NBOD (mg/1)
^\\
D.O. (mg/1)
SLOPE (fpm)
Name of facility

(CF5) = Q9 (MU-0) 1. 65
q .0 X 1.6 6
• :11-1()&= Q.,CGF5)
Q(c.A
(�, 617
" 3
7<n,
10.$.51- 3.1
,b•g5

MODEL INPUTS FOR LEVEL B ANALYSIS
GENERAL INFORMATION
Facility Name:
r m A•„t Turi
C�k
rOT wyw•TP
'Pra PcQ (cX�i
#a,,,.
NPDES No.:
Y.)00W.76.0 `%S /
NGOD7 YO/a.
Type of Waste:
_
Ias—
-y,iec
Facility Status:
Ar}five.
/¢c1 ee..
Receiving Stream:
K;//,.k
f yl fr Cr.
Stream Classification:
C
Subbasin: 0
- D°.,- 3 3
O3-0$•• 33
a3-D • 33
03-08.33
County: L, n
coin Co
Li 1(C1d=
L,'/wail_
Z. I lad, —
Regional Office:
Cv/ootesvtt/%¢
floresyi'//e
"doomsDit,e.
Topo Quad: (
i Li ti1E
F 1 i{ is
F 14 .vg
FLOW INFORMATION
USGS #
Date of Flow Estimates:
Drainage Area (mi2):
36 - 5 nl; 2
7. S riL
Summer 7Q10 (cfs):
07• y e fS
0 •{p c-F:s
S. 2
Winter 7Q10 (cfs):
(, _ U
1.4 c
T • 3
Average Flow (cfs):
4/12
7. A +^-r
51/ 5
30Q2 (cfs):
� g
1.7 eCs
/ 1. 3 .
IWC at Point of Discharge (%):
a3 %
(4%
(dal 77%
Cummulative IWC (%):
MODEL INPUT INFORMATION
SSGO6Arr 1
G- a
Gc-&/sig, 'r 366)
=,€6-ktp-:07 ((-
LENGTH OF REACH (miles)
0_a5 rri,
1. 7
2 .2-5
, y5
INCREMENTAL LENGTH (miles)
0- 05
. 1
0 • A 5
v . o5
WASTE CHARACTERISTICS
FLOW (MGD)
O. /
0•'/5
�•
W. C /7. 0
CBOD (mg/1)
S. 90.4 1 90
s=z-I,w=
S=y6, :45
5= 9 i _/g
NBOD(mg/1)
✓,(.7n.
S=9 Gc)s /0
/
D.O. (mg/1)
.-Yto,Lg,-
.5
RUNOFF CHARACTERISTICS
'762lab)
- 7q 10 (u)
- - i srsG {,0c
7Q10 (cfs/mit
5=0 /...) = Uo(o
5 `4I7/.J = ,13
5 = . I I W =.Z2
QA (cfs/mil
)
I?•'47
. G 7
�
2, zz
CBOD (mg/1)
NBOD (mg/1)
D.O. (mg/1)
TRIBUTARY CHARACTERISTICS
7Q10 (cfs)
QA (cfs)
CBOD (mg/1)
.
NBOD (mg/1)
D.O. (mg/1)
SLOPE (fpm)
Name of facility

Os A
LOCt47JO4 I 4./1176. i>
*** MODEL SUMMARY DATA *** 614 M/7E(
Discharger : LINCOLN COUNTY Subbasin : 040306
Receiving Stream . KILLIAN CREEK Stream Class: C
Summer 7Q10 : 3.1 Winter 7Q10 : 8.0
Design Temperature: 23.0
LENGTH SLOPE VELOCITY 1 DEPTH Kd Kd 1 Ka 1 Ka 1 KN
mi}e ft/mi fps ft design @20° design @20° design
Segment 1
Reach 1
0.25
10.00
O .151
1.16
0.26
0.23
2.90
2.71
0.38
Segment 2
Reach 1
1.
70
12.00
O .177
0.82
O .29
0.26
4.08
3.82
0.38
Segment 3
Reach 1
0.
25
7.00
0.178
1.34
O .26
0.22
2.39
2.24
0.38
Segment 3
Reach 2
4.
00
14.10
0.405
1.35
0.33
0.28
7.93
7.43
0.38
Segment 3
Reach 3
1.
00
20.00
0.543
1.61
0.36
0.32
15.07
14.12
0.63
Flow
cfs
Segme t 1 Reach 1
Waste 0.620
Head ters 2.400
Trib ary 0.000
* Runoff 0.000
Segme t 2 Reach 1
Waste 1.163
Headw ters 0.600
Tribu ary 0.000
* Runoff 0.000
Segment 3 Reach 1
Waste 0.000
Headwaters 0.000
Tribupary 0.000
* Runoff 0.000
CBOD
mg/1
90.000
2.000
2.000
2.000
21.000
2.000
2.000
2.000
0.000
2.000
2.000
2.000
NBOD
mg/1
0.000
1.000
1.000
1.000
9.000
1.000
1.000
1.000
0.000
1.000
1.000
1.000
D.O.
mg/1
0.000
7.720
7.720
7.720
5.000
7.720
7.720
7.720
0.000
7.720
7.720
7.720

Segment 3 Reach 2
Waste 6.200
Tributary 0.000
* Runoff 0.075
Segment 3 Reach 3
Waste 0.000
Tributary 9.900
* Runoff 0.000
45.000
2.000
2.000
0.000
2.000
2.000
* Runoff flow is in cfs/mile
5.850 5.000)
1.000 7.720
1.000 7.720
0.000
1.000
1.000
0.000
7.720
7.720

SUMMER
Discharger
Receiving Stream
MODEL RESULTS
: LINCOLN COUNTY
: KILLIAN CREEK
The End D.O. is 8.02 mg/1.
The End CBOD is 14.24 mg/l.
The End NBOD is 2.10 mg/l.
Segment 1
Reach 1
Segment 2
Reach 1
Segment 3
Reach 1
Reach 2
Reach 3
DO
(m
WLA WLA WLA
Min CBOD NBOD DO Waste Flow
/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
6.
14 0.00 1
5.93
5.67.
U\`
0.00
0.25
90.00 0.00 0.00 0.40000
1
21.00 9.00 5.00 0.75000
2
0.00 0.00 0.00 0.00000
45.00 5.85 5.00 4.00000
0.00 0.00 0.00 0.00000

SUMMER
Seg
1
1
1
1
1
1
#I
Reach
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
I Seg Mi
0.00
0.05
0.10
0.15
0.20
0.25
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
1.20
1.30
1.40
1.50
1.60
1.70
0.00
0.05
0.10
0.15
0.20
0.25
0.25
0.35
0.45
0.55
0.65
0.75
0.85
0.95
1.05
1.15
1.25
1.35
1.45
1.55
1.65
1.75
1.85
1.95
2.05
2.15
2.25
2.35
2.45
2.55
2.65
2.75
D.O.
6.14
6.16
6.19
6.22
6.25
6.27
5.93
6.06
6.18
6.29
6.39
6.47
6.55
6.61
6.68
6.73
6.78
6.83
6.87
6.91
6.95
6.98
7.01
7.04
6.55
6.55
6.54
6.54
6.53
6.5-3
I CBOD
20.07
19.96
19.85
19.75
19.64
19.54
14 .53
14.39
14.24
14.10
13.95
13.81
13.67
13.54
13.40
13.27
13.13
13.00
12.87
12 .74
12.61
12.48
12 .36
12.23
16.84
16.77
16.70
16.62
16.55
16.48
32.58
5.82 32.40
5.96
6.09
6.20
6.30
6.39
6.47
6.54
6.60
6.66
6.71
6.76
6.81
6.85
6.88
6.91
6.94
6.97
7.00
7.02
7.04
7.06
7.08
7.10
7.11
32.22
32.04
31.86
31.69
31.51
31.34
31.16
30.99
30.82
30.65
30.48
30.31
30.14
29.97
29.81
29.64
29.48
29.32
29.15
28.99
28.83
28.67
28.51
28.36
I NBOD
0.79
0.79
O .78
O .78
O .77
0.76
6.28
6.20
6.11
6.04
5.96
5.88
5.80
5.73
5.65
5.58
5.51
5.44
5.37
5.30
5.23
5.16
5.09
5.03
2.34
2.32
2.31
2.29
2.28
4.26
4.23
4.21
4.18
4.16
4.13
4.10
4.08
4.05
4.03
4.00
3.98
3.95
3.93
3.91
3.88
3.86
3.83
3.81
3.79
3.76
3.74
3.72
3.69
3.67
I Flow I
3.02
3.02
3.02
3.02
3.02
3.02
1.76
1.76
1.76
1.76
1.76
1.76
1.76
1.76
1.76
1.76
1.76
1.76
1.76
1.76
1.76
1.76
1.76
1.76
4.78
4.78
4.78
4.78
4.78
4.78
10.98 o"--12C°12°-5 2
10.99
11.00
11.01
11.01
11.02
11.03
11.04
11.04
11.05
11.06
11.07
11.07
11.08
11.09
11.10
11.10
11.11
11.12
11.13
11.13
11.14
11.15
11.16
11.16
11.17

3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
I Seg #
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
Reach #
2.85
2.95
3.05
3.15
3.25
3.35
3.45
3.55
3.65
3.75
3.85
3.95
4.05
4.15
4.25
4.25
4.35
4.45
4.55
4.65
4.75
4.85
4.95
5.05
5.15
5.25
I Seg Mi I
7.13
7.14
7.15
7.17
7.18
7.19
7.20
7.21
7.22
7.23
7.24
7.25
7.26
7.27
7.28
7.48
7.59
7.67
7.74
7.80
7.86
7.90
7.94
7.97
8.00
8.02
D.Q.
28.20
28.04
27.89
27.73
27.58
27.43
27.28
27.13
26.98
26.83
26.68
26.53
26.39
26.24
26.09
14 .83
14.77
14.71
14.65
14.59
14.53
14.47
14.41
14.36
3.65
3.63
3.60
3.58
3.56
3.54
3.52
3.49
3.47
3.45
3.43
3.41
3.39
3.37
3.35
2.25
2.23
2.22
2.20
2.19
2.17
2.16
2.14
2.13
1419 2.11
,/14 .2 4�, 2.10
CBOD ,I NBOD
11.18
11.19
11.19
11.20
11.21
11.22
11.22
11.23
11.24
11.25
11.25
11.26
11.27
11.28
11.28
21 . 18 - CANuERS6 NCB `'`1 -- � 5
21.18
21.18
21.18
21.18
21.18
21.18
21.18
21.18
21.18
21.18
I Flow I
Alv
1-�� id'
/A°

*** MODEL SUMMARY DATA ***
L.oC f77o,v 1, .zi/nG D
1,3r/0TEX
Discharger : LINCOLN COUNTY Subbasin : 040306
Receiving Stream : KILLIAN CREEK Stream Class: C
Summer 7Q10 : 3.1 Winter 7Q10 : 8.0
Design Temperature: 12.0
LENGTH
mile
SLOPE
ft/mi
VELOCITY
fps
DEPTH
ft
Kd
design
Kd
@20°
Ka
design
Ka
@20°
KN
design
Segment 1
Reach 1
0.25
10.00
0.272
1.27
0.17
0.25
4.11
4.89
0.16
Segment 2
Reach 1
1.70
12.00
0.238
0.86
0.19
0.27
4.31
5.13
0.16
Segment 3
Reach 1
0.25
7.00
0.292
1.45
0.16
0.24
3.10
3.69
0.16
Segment 3
Reach 2
4.00
14.10
0.529
1.41
0.21
0.31
8.15
9.70
0.16
Segment 3
Reach 3
1.00
20.00
0.813
1.73
0.25
0.36
12.02
14.31
0.27
Flow
cfs
Segment 1 Reach 1
Waste 0.620
Headwaters 6.000
Tributary 0.000
* Runoff 0.000
Segment 2 Reach 1
Waste 1.163
Headwaters 1.400
Tributary 0.000
* Runoff 0.060
Segment 3 Reach 1
Waste 0.000
Headwaters 0.000
Tributary 0.000
* Runoff 0.000
CBOD NBOD D.O.
mg/1 mg/1 mg/1
90.000 0.000 0.000
2.000 1.000 9.700
2.000 1.000 9.700
2.000 1.000 9.700
42.000 18.000
2.000 1.000
2.000 1.000
2.000 1.000
0.000
2.000
2.000
2.000
0.000
1.000
1.000
1.000
5.000
9.700
9.700
9.700
0.000
9.700
9.700
9.700

Segment 3 Reach 2
Waste 6.200
Tributary 0.000
* Runoff 0.200
Segment 3 Reach 3
Waste 0.000
Tribtitary 20.000
* Runoff 0.000
ottt:(9
45.000 15.750
2.000 1.000
2.000 1.000
0.000
2.000
2.000
* Runoff flow is in cfs/mile
0.000
1.000
1.000
0.<000
0
9.700
0.000
9.700
9.700

WINTER
Discharger
Receiving Stream
MODEL RESULTS
: LINCOLN COUNTY
: KILLIAN CREEK
The End D.O. is 10.20 mg/1.
The End CBOD is 10.76 mg/l.
The End NBOD is 3.67 mg/l.
DO Min
(m /1) Milepoint Reach #
Segment 1 8.79
Reach 1
Segment 2 7.57
Reach 1
0.00 1
0.00 1
Segment 3 5.57 0.25 2
Reach 1
Reach 2
Reach 3
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/1) (mg/1) (mg/1) (mgd)
90.00 0.00 0.00 0.40000
42.00 18.00 5.00 0.75000
0.00
45.00
0.00
0.00
15.75
0.00
0.00 0.00000
0.00 4.00000
0.00 0.00000

WINTER
1
Seg #
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
1
Reach #
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Seg Mi I D.O.
0.00 8.79
0.05 8.86
0.10 8.93
0.15 8.99
0.20 9.05
0.25 9.11
0.00 7.57
0.10 7.78
0.20 7.98
0.30 8.15
0.40 8.31
0.50 8.45
0.60 8.57
0.70 8.69
0.80 8.79
0.90 8.88
1.00 8.96
1.10 9.04
1.20 9.10
1.30 9.17
1.40 9.22
1.50 9.27
1.60 9.32
1.70 9.36
0.00 9.18
0.05 9.20
0.10 9.23
0.15 9.25
0.20 9.28
0.25 9.30
0.25 5.57
0.35 5.97
0.45 6.34
0.55 6.67
0.65 6.97
0.75 7.24
0.85 7.49
0.95 7.72
1.05 7.92
1.15 8.11
1.25 8.28
1.35 8.44
1.45 8.58
1.55 8.71
1.65 8.82
1.75 8.93
1.85 9.03
1.95 9.12
2.05 9.20
2.15 9.27
2.25 9.34
2.35 9.40
2.45 9.46
2.55 9.51
2.65 9.55
2.75 9.60
1
CBOD ( NBOD I Flow I
10.24 0.91 6.62
10.22 0.90 6.62
10.20 0.90 6.62
10.18 0.90 6.62
10.16 0.90 6.62
10.14 0.90 6.62
20.15 8.71 2.56
20.01 8.66 2.57
19.87 8.60 2.57
19.73 8.55 2.58
19.60 8.50 2.59
19.46 8.45 2.59
19.33 8.39 2.60
19.19 8.34 2.60
19.06 8.29 2.61
18.93 8.24 2.62
18.80 8.19 2.62
18.67 8.14 2.63
18.55 8.09 2.63
18.42 8.04 2.64
18.29 7.99 2.65
18.17 7.94 2.65
18.05 7.89 2.66
17.92 7.84 2.66
12.38 2.89 9.28
12.35 2.89 9.28
12.33 2.88 9.28
12.31 2.88 9.28
12.29 2.87 9.28
12.27 2.87 9.28
25.37 8.03 15.48
25.28 8.00 15.50
25.19 7.98 15.52
25.10 7.95 15.54
25.01 7.93 15.56
24.92 7.91 15.58
24.83 7.88 15.60
24.74 7.86 15.62
24.65 7.84 15.64
24.56 7.81 15.66
24.47 7.79 15.68
24.38 7.77 15.70
24.30 7.74 15.72
24.21 7.72 15.74
24.12 7.70 15.76
24.03 7.67 15.78
23.95 7.65 15.80
23.86 7.63 15.82
23.78 7.61 15.84
23.69 7.58 15.86
23.61 7.56 15.88
23.52 7.54 15.90
23.44 7.52 15.92
23.35 7.49 15.94
23.27 7.47 15.96
23.19 7.45 15.98

1
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
Seg #
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
Reach #
2.85 9.64
2.95 9.67
3.05 9.71
3.15 9.74
3.25 9.76
3.35 9.79
3.45 9.81
3.55 9.83
3.65 9.85
3.75 9.87
3.85 9.89
3.95 9.90
4.05 9.92
4.15 9.93
4.25 9.94
4.25 9.81
4.35 9.87
4.45 9.92
4.55 9.96
4.65 10.01
4.75 10.05
4.85 10.08
4.95 10.12
5.05 10.15
5.15 10.18
5.25 10.20
Seg Mi I D.O.
1
23.10 7.43 16.00
23.02 7.41 16.02
22.94 7.38 16.04
22.86 7.36 16.06
22.77 7.34 16.08
22.69 7.32 16.10
22.61 7.30 16.12
22.53 7.28 16.14
22.45 7.25 16.16
22.37 7.23 16.18
22.29 7.21 16.20
22.21 7.19 16.22
22.13 7.17 16.24
22.06 7.15 16.26
21.98 7.13 16.28
10.97 3.75 36.28
10.94 3.74 36.28
10.92 3.73 36.28
10.90 3.73 36.28
10.88 3.72 36.28
10.86 3.71 36.28
10.84 3.70 36.28
10.82 3.70 36.28
10.80 3.69 36.28
10.78 3.68 36.28
10.76 3.67 36.28
CBOD I NBOD I Flow

*** MODEL SUMMARY DATA ***
L,ce4770AJ !) 7/2?6 2
&J r AJ E/C
Discharger : LINCOLN COUNTY Subbasin : 030833
Receiving Stream KILLIAN CREEK Stream Class: C
Summer 7Q10 : 3.1 Winter 7Q10 : 8.0
Design Temperature: 14.0
LENGTH
mile
SLOPE
ft/mi
VELOCITY
fps
DEPTH
ft
Kd
design
Kd
@20°
Ka
design
Ka
@20°
KN
design
Segment 1
Reach 1
0.25
10.00
0.272
1.27
0.19
0.25
4.29
4.89
0.19
Segment 2
Reach 1
1.70
12.00
0.238
0.86
0.21
0.27
4.50
5.13
0.19
Segment 3
Reach 1
0.25
7.00
0.292
1.45
0.18
0.24
3.23
3.69
0.19
Segment 3
Reach 2
4.00
14.10
0.641
1.46
0.25
0.32
10.32
11.75
0.19
Segment 3
Reach 3
1.00
20.00
0.890
1.75
0.29
0.38
13.74
15.66
0.32
Flow
cfs
Segment 1 Reach 1
Waste 0.620
Headwaters 6.000
Tributary 0.000
* Runoff 0.000
Segment 2 Reach 1
Waste
Headwaters
Tributary
* Runoff
CBOD NBOD D.O.
mg/1 mg/1 mg/1
90.000 0.000 0.000
2.000 1.000 9.280
2.000 1.000 9.280
2.000 1.000 9.280
1.163 42.000 18.000
1.400 2.000 1.000
0.000 2.000 1.000
0.060 2.000 1.000
Segment 3 Reach 1
Waste 0.000
Headwaters 0.000
Tributary 0.000
* Runoff 0.000
0.000
2.000
2.000
2.000
0.000
1.000
1.000
1.000
5.000
9.280
9.280
9.280
0.000
9.280
9.280
9.280

t .L
Segment 3 Reach 2
Waste 10.850
Tributary 0.000
* Runoff 0.200
Segment 3 Reach 3
Waste 0.000
Tribu ary 20.000
* Run ff 0.000
42
45.000
2.000
2.000
0.000
2.000
2.000
* Runoff flow is in cfs/mile
k1 .� Y A
12.150 5.0007
1.000 9.280
1.000 9.280
0.000
1.000
1.000
0.000
9.280
9.280

. •.
WINTER
Discharger
Receiving Stream
MODEL RESULTS
: LINCOLN COUNTY
: KILLIAN CREEK
The End D.O. is
The End CBOD is 1
The End NBOD is
.71 mg/l.
.12 mg/1.
.01 mg/l.
Segment 1
Reach 1
Segment 2
Reach 1
Segment 3
Reach 1
Reach 2
Reach 3
DO Min
(mg/1) Milepoint Reach #
8.41 0.00
0.00
0.25
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/1) (mg/1) (mg/1) (mgd)
1
90.00 0.00 0.00 0.40000
1
42.00 18.00 5.00 0.75000
2
0.00 0.00 0.00 0.00000
45.00 12.15 5.00 7.00000
0.00 0.00 0.00 0.00000

.
WINTER
I
Seg # ( Reach # I Seg Mi I D.O.
1 1 0.00 8.41
1 1 0.05 8.48
1 1 0.10 8.54
1 1 0.15 8.60
1 1 0.20 8.66
1 1 0.25 8.71
2 1 0.00 7.34
2 1 0.10 7.53
2 1 0.20 7.70
2 1 0.30 7.85
2 1 0.40 7.98
2 1 0.50 8.10
2 1 0.60 8.21
2 1 0.70 8.31
2 1 0.80 8.40
2 1 0.90 8.48
2 1 1.00 8.55
2 1 1.10 8.61
2 1 1.20 8.67
2 1 1.30 8.72
2 1 1.40 8.77
2 1 1.50 8.81
2 1 1.60 8.85
2 1 1.70 8.89
3 1 0.00 8.76
3 1 0.05 8.79
3 1 0.10 8.81
3 1 0.15 8.83
3 1 0.20 8.85
3 1 0.25 8.87
3 2 0.25 6.79
3 2 0.35 7.04
3 2 0.45 7.27
3 2 0.55 7.47
3 2 0.65 7.66
3 2 0.75 7.83
3 2 0.85 7.99
3 2 0.95 8.13
3 2 1.05 8.25
3 2 1.15 8.37
3 2 1.25 8.47
3 2 1.35 8.57
3 2 1.45 8.66
3 2 1.55 8.73
3 2 1.65 8.81
3 2 1.75 8.87
3 2 1.85 8.93
3 2 1.95 8.98
3 2 2.05 9.03
3 2 2.15 9.08
3 2 2.25 9.12
3 2 2.35 9.15
3 2 2.45 9.19
3 2 2.55 9.22
3 2 2.65 9.25
3 2 2.75 9.27
1
CBOD I NBOD I Flow I
10.24 0.91 6.62
10.22 0.90 6.62
10.20 0.90 6.62
10.18 0.90 6.62
10.15 0.90 6.62
10.13 0.90 6.62
20.15 8.71 2.56
20.00 8.65 2.57
19.85 8.59 2.57
19.70 8.53 2.58
19.56 8.47 2.59
19.42 8.42 2.59
19.27 8.36 2.60
19.13 8.30 2.60
18.99 8.24 2.61
18.85 8.19 2.62
18.72 8.13 2.62
18.58 8.08 2.63
18.44 8.02 2.63
18.31 7.97 2.64
18.18 7.91 2.65
18.04 7.86 2.65
17.91 7.80 2.66
17.78 7.75 2.66
12.33 2.86 9.28
12.31 2.86 9.28
12.28 2.85 9.28
12.26 2.85 9.28
12.24 2.84 9.28
12.21 2.84 9.28
29.88 7.85 20.13
29.78 7.83 20.15
29.69 7.81 20.17
29.59 7.79 20.19
29.49 7.77 20.21
29.40 7.75 20.23
29.30 7.73 20.25
29.21 7.71 20.27
29.11 7.69 20.29
29.02 7.67 20.31
28.92 7.65 20.33
28.83 7.63 20.35
28.73 7.61 20.37
28.64 7.59 20.39
28.55 7.57 20.41
28.46 7.55 20.43
28.36 7.53 20.45
28.27 7.51 20.47
28.18 7.49 20.49
28.09 7.47 20.51
28.00 7.45 20.53
27.91 7.43 20.55
27.82 7.41 20.57
27.73 7.39 20.59
27.64 7.37 20.61
27.55 7.35 20.63

1
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
Seg #
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
Reach #
2.85 9.29
2.95 9.32
3.05 9.34
3.15 9.35
3.25 9.37
3.35 9.39
3.45 9.40
3.55 9.41
3.65 9.42
3.75 9.44
3.85 9.45
3.95 9.45
4.05 9.46
4.15 9.47
4.25 9.48
4.25 9.38
4.35 9.43
4.45 9.47
4.55 9.51
4.65 9.55
4.75 9.58
4.85 9.61
4.95 9.64
5.05 9.67
5.15 9.69
5.25 9.71
I Seg Mi I D.O.
1
27.46 7.33 20.65
27.37 7.31 20.67
27.28 7.29 20.69
27.19 7.27 20.71
27.10 7.25 20.73
27.02 7.24 20.75
26.93 7.22 20.77
26.84 7.20 20.79
26.76 7.18 20.81
26.67 7.16 20.83
26.58 7.14 20.85
26.50 7.12 20.87
26.41 7.10 20.89
26.33 7.08 20.91
26.24 7.07 20.93
14.40 4.10 40.93
14.37 4.09 40.93
14.34 4.08 40.93
14.31 4.08 40.93
14.29 4.07 40.93
14.26 4.06 40.93
14.23 4.05 40.93
14.20 4.04 40.93
14.17 4.03 40.93
14.15 4.02 40.93
14.12 4.01 40.93
CBOD I NBOD I Flow I

Lcc/-r76,J I /976rj
*** MODEL SUMMARY DATA *** 3c(h77776
Discharger : LINCOLN COUNTY Subbasin : 030833
Receiving Stream : KILLIAN CREEK Stream Class: C
Summer 7Q10 : 3.1 Winter 7Q10 : 8.0
Design Temperature: 26.0
LENGTH
mile
SLOPE
ft/mi
VELOCITY
fps
DEPTH
ft
Kd
design
Kd
@20°
Ka
design
Ka
@20°
KN
design
Segment 1
Reach 1
0.25
10.00
0.151
1.16
0.30
0.23
3.09
2.71
0.48
Segment 2
Reach 1
1.70
12.00
0.177
0.82
0.34
0.26
4.35
3.82
0.48
Segment 3
Reach 1
0.25
7.00
0.178
1.34
0.30
0.22
2.55
2.24
0.48
Segment 3
Reach 2
4.00
14.10
0.526
1.41
0.40
0.30
10.99
9.65
0.48
Segment 3
Reach 3
1.00
20.00
0.630
1.65
0.44
0.33
12.64
11.09
0.79
Flow
cfs
Segment 1 Reach 1
Waste 0.620
Headwaters 2.400
Tributary 0.000
* Runoff 0.000
Segment 2 Reach 1
Waste 1.163
Headwaters 0.600
Tributary 0.000
* Runoff 0.000
Segment 3 Reach 1
Waste 0.000
Headwaters 0.000
Tributary 0.000
* Runoff 0.000
CBOD NBOD D.O.
mg/1 mg/1 mg/1
90.000 0.000 0.000
2.000 1.000 7.300
2.000 1.000 7.300
2.000 1.000 7.300
21.000
2.000
2.000
2.000
0.000
2.000
2.000
2.000
9.000
1.000
1.000
1.000
0.000
1.000
1.000
1.000
5.000
7.300
7.300
7.300
0.000
7.300
7.300
7.300

Segment 3 Reach 2
Waste
Tributary
* Runoff
10.850
0.000
0.075
Segme t 3 Reach 3
Waste 0.000
Tributary 9.900
* Runoff 0.000
45.000
2.000
2.000
0.000
2.000
2.000
* Runoff flow is in cfs/mile
4.950
1.000
1.000
0.000
1.000
1.000
5.0-0-)
7.300
7.300
0.000
7.300
7.300

Discharger
Receiving Stream
MODEL RESULTS
: LINCOLN COUNTY
: KILLIAN CREEK
SUMMER
p
The End D.O. is 7.23 mg/1.
The End CBOD is 1i3.18 mg/l.
The End NBOD is .20 mg/l.
DO Min
(mgrl) Milepoint Reach #
Segment 1 5. 0 0.00
Reach 1
Segment 2
Reach 1
Segment 3
Reach 1
Reach 2
Reach 3
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/1) (mg/1) (mg/1) (mgd)
1
90.00 0.00 0.00 0.40000
5.78 0.00 1
0.25
21.00 9.00 5.00 0.75000
2
0.00 0.00 0.00 0.00000
45.00 4.95 5.00 7.00000
0.00 0.00 0.00 0.00000

Seg #
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
Reach #
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Seg Mi D.Q.
0.00
0.05
0.10
0.15
0.20
0.25
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
1.20
1.30
1.40
1.50
1.60
1.70
0.00
0.05
0.10
0.15
0.20
0.25
0.25
0.35
0.45
0.55
0.65
0.75
0.85
0.95
1.05
1.15
1.25
1.35
1.45
1.55
1.65
1.75
1.85
1.95
2.05
2.15
2.25
2.35
2.45
2.55
2.65
2.75
5.80
5.82
5.83
5.84
5.86
5.87
5.78
5.86
5.92
5.98
6.04
6.09
6.14
6.18
6.22
6.26
6.30
6.33
6.36
6.39
6.42
6.45
6.48
6.50
6.10
6.09
6.08
6.06
6.05
5.61
5.74
5.84
5.94
6.03
6.10
6.17
6.23
6.29
6.34
6.38
6.42
6.45
6.49
6.52
6.54
6.57
6.59
6.61
6.63
6.65
6.66
6.68
6.69
CBOD
20.07
19.94
19.82
19.70
19.58
19.46
14.53
14.36
14.20
14.03
13.87
13.71
13.55
13.40
13.24
13.09
12.94
12.79
12,64
12,49
12,35
12.21
12.06
11.92
16.68
16.60
16.51
16.43
16.35
16.26
36.21
36.02
35.84
35.66
35.48
35.29
35.11
34.94
34.76
34.58
34.40
34.23
34.05
33.88
33.71
33.54
33.37
33.20
r.03
.86
32.69
32.52
32.36
32.19
32.03
31.87
SUMMER
P
NBOD
0.79
0.79
0.78
0.77
0.76
0.76
6.28
6.17
6.07
5.97
5.88
5.78
5.69
5.59
5.50
5.41
5.32
5.24
5.15
5.07
4.98
4.90
4.82
4.74
2.23
2.21
2.19
2.17
2.16
2�14
4.07
4.04
4.02
3.99
3.97
3.95
3.92
3.90
3.88
3.86
3.83
3.81
3.79
3.77
3.74
3.72
3.70
3.68
3.66
3.64
3.61
3.59
3.57
3.55
3.53
Flow
3.02
3.02
3.02
3.02
3.02
3.02
1.76
1.76
1.76
1.76
1.76
1.76
1.76
1.76
1.76
1.76
1.76
1.76
1.76
1.76
1.76
1.76
1.76
1.76
4.78
4.78
4.78
4.78
4.78
4.78
15.63
15.64
15.65
15.66
15.66
15.67
15.68
15.69
15.69
15.70
15.71
15.72
15.72
15.73
15.74
15.75
15.75
15.76
15.77
15.78
15.78
15.79
15.80
15.81
15.81
15.82
3 020)
roAeX' -cc ck 6
�5 �

3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
Seg #
2 2.85 6.70
2 2.95 6.72
2 3.05 6.73
2 3.15 6.74
2 3.25 6.75
2 3.35 6.76
2 3.45 6.77
2 3.55 6.78
2 3.65 6.79
2 3.75 6.80
2 3.85 6.80
2 3.95 6.81
2 4.05 6.82
2 4.15 6.83
2 4.25 6.84
3 4.25 7.01
3 4.35 7.05
3 4.45 7.08
3 4.55 7.10
3 4.65 7.13
3 4.75 7.15
3 4.85 7.17
3 4.95 7.19
3 5.05 7.21
3 5.15 7.22
3 5.25 7.23
Reach # I Seg Mi I D.O.
31.70 3.51 15.83
31.54 3.49 15.84
31.38 3.47 15.84
31.22 3.45 15.85
31.06 3.43 15.86
30.91 3.41 15.87
30.75 3.39 15.87
30.59 3.37 15.88
30.44 3.35 15.89
30.28 3.33 15.90
30.13 3.31 15.90
29.97 3.29 15.91
29.82 3.27 15.92
29.67 3.25 15.93
29.52 3.23 15.93
18.97 2.38 25.83
18.89 2.36 25.83
18.81 2.34 25.83
18.73 2.32 25.83
18.65 2.31 25.83
18.57 2.29 25.83
18.50 2.27 25.83
18.42 2.25 25.83
18.34 2.24 25.83
18.26 2.22 25.83
18.18 2.20 25.83
CBOD I NBOD I Flow

*** MODEL SUMMARY DATA ***
Ld04-77)/J v'� '-1 /i76= D
tir /V T&
Discharger
Receiving Stream .
Summer 7Q10
Design Temperature:
LINCOLN COUNTY
KILLIAN
3.2
14.0
Subbasin : 030833
Stream Class: C
Winter 7Q10 : 8.3
LENGTH SLOPE VELOCITY 1 DEPTH Kd Kd
mile ft/mi fps ft design @20°
K4I Ka IKN
design @20° Idesign1
Segment 1
Reach 1
0.25
10.00
0.272
1.27
0.19
0.25
4.89
0.19
Segment 2
Reach 1
1.70
12.00
0.238
0.86
0.21
0.27
4.50
5.13
0.19
Segment 3
Reach 1
Segment 3
Reach 2
2.25
2.00
13.30
14.10
0.355
0.526
1.33
1.42
0.21
0.23
0.27
0.30
7.45
8.49
9.64
0.19
0.19
Segment 3
Reach 3
1.00
20.00
0.807
1.73
0.27
0.36
12 .47
14.21
0.32
Flow
cfs
Segment 1 Reach 1
Waste 0.620
Headwaters 6.000
Tributary 0.000
* Runoff 0.000
Segment 2 Reach 1
Waste
Headwaters
Tributary
* Runoff
CBOD
mg/1
90.000
2.000
2.000
2.000
NBOD D.O.
mg/1 mg/1
0.000 0.000
1.000 9.280
1.000 9.280
1.000 9.280
1.163 42.000 18.000
1.400 2.000 1.000
O .000 2.000 1.000
O .060 2.000 1.000
Segment 3 Reach 1
Waste
Headwaters
Tributary
* Runoff
O .000
O .000
O .000
0.130
0.000
2.000
2.000
2.000
0.000
1.000
1.000
1.000
5.000
9.280
9.280
9.280
0.000
9.280
9.280
9.280

Segment 3 Reach 2
Waste 6.200
Tributary 0.000
* Runoff 0.220
Segment 3 Reach 3
Waste
Tributary
* Runoff
0.000
20.000
0.000
,,,,ip okk:',//9/ ---_,:t
45.000 16.650 0.000 ----)
2.000 1.000 9.280
2.000 1.000 9.280
0.000
2.000
2.000
* Runoff flow is in cfs/mile
0.000
1.000
1.000
0.000
9.280
9.280

WINTER
MODEL RESULTS
Discharger : LINCOLN COUNTY
Receiving Stream : KILLIAN
The End D.O. is 9.66 mg/1.
The End CBOD is 10.98 mg/1.
The End NBOD is 3.86 mg/1.
WLA
DO Min CBOD
(mg/1) Milepoint Reach # (mg/1)
Segment 1 8.41 0.00 1
Reach 1 90.00
Segment 2 7.34 0.00 1
Reach 1 42.00
Segment 3 5.98 2.25 2
Reach 1 0.00
Reach 2 45.00
Reach 3 0.00
WLA WLA
NBOD DO Waste Flow
(mg/1) mg/1) (mgd)
0.00
18.00
0.00
16.65
0.00
0.00 0.40000
5.00 0.75000
0.00 0.00000
0.00 4.00000
0.00 0.00000

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Z
Z
Z
Z
Z
Z
Z
T
I
T
I
I
T
# baS
1
UEINIM

3 3 4.35 9.24 11.19 3.94
3 3 4.45 9.30 11.16 3.93
3 3 4.55 9.36 11.14 3.92
3 3 4.65 9.42 11.12 3.91
3 3 4.75 9.47 11.09 3.91
3 3 4.85 9.51 11.07 3.90
3 3 4.95 9.55 11.05 3.89
3 3 5.05 9.59 11.02 3.88
3 3 5.15 9.62 11.00 3.87
3 3 5.25 9.66 10.98 3.86
I Seg # I Reach # , Seg Mi I D.O. I CBOD I NBOD I
36.22
36.22
36.22
36.22
36.22
36.22
36.22
36.22
36.22
36.22
Flow I

• �t10i4?701.) 44
*** MODEL SUMMARY DATA ***
Discharger •
Receiving Stream
Summer 7Q10
Design Temperature:
LINCOLN COUNTY
KILLIAN
3.2
26.0
Subbasin : 030833
Str eam Class: C
Winter 7Q10 : 8.3
LENGTH SLOPE1 VELOCITY 1 DEPTH Kd
mile ft/mi fps ft design
Kd I(Ft 1 Ka 1 KN
@20° desiign @20° design
Segment 1
Reach 1
0.25
10.00
0.151
1.16
0.00
0.23
0.00
2.71
0.00
Segment 2
Reach 1
1.70
12.00
O .177
0.81
0.00
0.26
0.00
3.82
0.00
Segment 3
Reach 1
2.25
13.30
0.218
1.21
0.00
O .25
5.54
0.00
Segment 3
Reach 2
2.00
14.10
O .402
1.36
0.00
O .28
7.37
0.00
Segment 3
Reach 3
1.00
20.00
O .540
1.62
0.00
O .32
0.00
14.05
0.00
Flow
cfs
Segment 1 Reach 1
Waste 0.620
Headwaters 2.400
Tributary 0.000
* Runoff 0.000
Segment 2 Reach 1
Waste
Headwaters
Tributary
* Runoff
1.163
O .600
O .000
0.000
Segment 3 Reach 1
Waste
Headwaters
Tributary
* Runoff
0.000
O .000
O .000
O .044
CBOD NBOD D.O.
mg/1 mg/1 mg/1
90.000 0.000 0.000
2.000 1.000 7.300
2.000 1.000 7.300
2.000 1.000 7.300
21.000
2.000
2.000
2.000
0.000
2.000
2.000
2.000
9.000
1.000
1.000
1.000
0.000
1.000
1.000
1.000
5.000
7.300
7.300
7.300
0.000
7.300
7.300
7.300

Segment 3 Reach 2
Waste 6.200
Tributary 0.000
* Runoff 0.110
Segment 3 Reach 3
Waste
Tributary
* Runoff
0.000
9.900
0.000
4U ' /
0 07/
45.000 6.750
2.000 1.000
2.000 1.000
0.000
2.000
2.000
* Runoff flow is in cfs/mile
0.000
1.000
1.000
0.000
7.300
7.300

9
SUMMER
Discharger
Receiving Stream
MODEL RESULTS
: LINCOLN COUNTY
: KILLIAN
The End D.O. is 7
The End CBOD is 14
The End NBOD is 2
.49 mg/1.
.73 mg/1.
.29 mg/l.
DO Min
(mg/1) Milepoint Reach #
Segment 1 5.80 0.00
Reach 1
Segment 2 15.78
Reach 1
Segment 3 5.98
Reach 1
Reach 2
Reach 3
0.00
2.25
1
1
2
WLA
CBOD
(mg/1)
90.00
21.00
0.00
45.00
0.00
WLA
NBOD
(mg/1)
0.00
9.00
0.00
6.75
0.00
WLA
DO Waste Flow
(mg/1) (mgd)
0.00 0.40000
5.00 0.75000
0.00 0.00000
5.00 4.00000
0.00 0.00000

SUMMER
1
Seg #
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
I Reach # I Seg Mi I D.O. I
1 0.00 5.80
1 0.05 5.82
1 0.10 5.83
1 0.15 5.84
1 0.20 5.86
1 0.25 5.87
1 0.00 5.78
1 0.10 5.86
1 0.20 5.92
1 0.30 5.98
1 0.40 6.04
1 0.50 6.09
1 0.60 6.14
1 0.70 6.18
1 0.80 6.22
1 0.90 6.26
1 1.00 6.30
1 1.10 6.33
1 1.20 6.36
1 1.30 6.39
1 1.40 6.42
1 1.50 6.45
1 1.60 6.48
1 1.70 6.50
1 0.00 6.10
1 0.05 6.19
1 0.10 6.26
1 0.15 6.33
1 0.20 6.40
1 0.25 6.46
1 0.30 6.51
1 0.35 6.56
1 0.40 6.61
1 0.45 6.65
1 0.50 6.69
1 0.55 6.73
1 0.60 6.76
1 0.65 6.79
1 0.70 6.82
1 0.75 6.85
1 0.80 6.88
1 0.85 6.90
1 0.90 6.92
1 0.95 6.94
1 1.00 6.96
1 1.05 6.98
1 1.10 7.00
1 1.15 7.02
1 1.20 7.03
1 1.25 7.04
1 1.30 7.06
1 1.35 7.07
1 1.40 7.08
1 1.45 7.09
1 1.50 7.11
1 1.55 7.12
CBOD I NBOD I Flow
20.07 0.79 3.02
19.94 0.79 3.02
19.82 0.78 3.02
19.70 0.77 3.02
19.58 0.76 3.02
19.46 0.76 3.02
14.53 6.28 1.76
14.36 6.17 1.76
14.20 6.07 1.76
14.03 5.97 1.76
13.87 5.88 1.76
13.71 5.78 1.76
13.55 5.69 1.76
13.40 5.59 1.76
13.24 5.50 1.76
13.09 5.41 1.76
12.94 5.32 1.76
12.79 5.24 1.76
12.64 5.15 1.76
12.49 5.07 1.76
12.35 4.98 1.76
12.21 4.90 1.76
12.06 4.82 1.76
11.92 4.74 1.76
16.68 2.23 4.78
16.60 2.21 4.78
16.52 2.20 4.79
16.43 2.18 4.79
16.35 2.17 4.79
16.27 2.15 4.79
16.19 2.14 4.80
16.11 2.12 4.80
16.03 2.11 4.80
15.95 2.09 4.80
15.87 2.08 4.80
15.79 2.06 4.81
15.71 2.05 4.81
15.63 2.04 4.81
15.55 2.02 4.81
15.47 2.01 4.82
15.40 1.99 4.82
15.32 1.98 4.82
15.24 1.97 4.82
15.17 1.95 4.82
15.09 1.94 4.83
15.01 1.93 4.83
14.94 1.91 4.83
14.86 1.90 4.83
14.79 1.89 4.84
14.72 1.87 4.84
14.64 1.86 4.84
14.57 1.85 4.84
14.50 1.84 4.84
14.42 1.82 4.85
14.35 1.81 4.85
14.28 1.80 4.85
1

1
,3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
Seg #
1
1 1.60 7.13
1 1.65 7.13
1 1.70 7.14
1 1.75 7.15
1 1.80 7.16
1 1.85 7.17
1 1.90 7.18
1 1.95 7.18
1 2.00 7.19
1 2.05 7.20
1 2.10 7.20
1 2.15 7.21
1 2.20 7.22
1 2.25 7. _.
2 2.25 5.•=
2.35 6.04
2 2.45 6.10
2 2.55 6.15
2 2.65 6.19
2 2.75 6.23
2 2.85 6.27
2 2.95 6.30
2 3.05 6.34
2 3.15 6.36
2 3.25 6.39
2 3.35 6.42
2 3.45 6.44
2 3.55 6.46
2 3.65 6.48
2 3.75 6.50
2 3.85 6.52
2 3.95 6.53
2 4.05 6.55
2 4.15 6.56
2 4.25 6.58
3 4.25 6.92
3 4.35 7.03
3 4.45 7.12
3 4.55 7.20
3 4.65 7.26
3 4.75 7.32
3 4.85 7.37
3 4.95 7.41
3 5.05 7.44
3 5.15 7.47
3 5.25 7.49
Reach # I Seg Mi I D.O.
1
14.21
14.14
14.07
14.00
13.93
13.86
13.79
13.72
13.65
13.58
13.52
13.45
13.38
13.31
31.04
30.84
30.64
30.43
30.23
30.04
29.84
29.64
29.45
29.26
29.06
28.87
28.68
28.50
28.31
28.12
27.94
27.76
27.57
27.39
27.21
15.44
15.37
15.30
15.22
15.15
15.08
15.01
14.94
14.87
14.80
14.73
CBOD
1.79 4.85
1.77 4.86
1.76 4.86
1.75 4.86
1.74 4.86
1.73 4.86
1.71 4.87
1.70 4.87
1.69 4.87
1.68 4.87
1.67 4.87
1.66 4.88
1.65 4.88
1 G- 4.88
4.50 ) 11.08
.46 11.09
4.43 11.10
4.39 11.11
4.35 11.13
4.32 11.14
4.29 11.15
4.25 11.16
4.22 11.17
4.18 11.18
4.15 11.19
4.12 11.20
4.09 11.21
4.05 11.22
4.02 11.24
3.99 11.25
3.96 11.26
3.93 11.27
3.89 11.28
3.86 11.29
3.83 11.30
2.51 21.20
2.49 21.20
2.47 21.20
2.44 21.20
2.42 21.20
2.40 21.20
2.38 21.20
2.36 21.20
2.34 21.20
2.32 21.20
2.29 21.20
I NBOD I Flow

• �
*** MODEL SUMMARY DATA ***
z_cCJ i o,4)a, /nG4
Discharger : LINCOLN COUNTY Subbasin : 030833
Receiving Stream : KILLIAN Stream Class: C
Summer 7Q10 : 3.2 Winter 7Q10 : 8.3
Design Temperature: 26.0
LENGTH SLOPE VELOCITY 1 DEPTH Kd Kd Ka 1 Ka 1 KN
mile ft/mi fps ft design @20° design @20° design
Segment 1
Reach 1
0.25
10.00
0.151
1.16
0.30
0.23
3.09
2.71
0.48
Segment 2
Reach 1
1.70
12.00
0.177
0.82
0.34
0.26
4.35
3.82
0.48
Segment 3
Reach 1
2.25
13.30
0.215
1.22
O .33
0.25
5.86
5.14
0.48
Segment 3
Reach 2
2.00
14.10
0.522
1.42
O .40
0.30
10.90
9.57
0.48
Segment 3
Reach 3
1.00
20.00
0.627
1.66
0.44
0.33
12.57
11.03
0.79
Flow
cfs
Segment 1 Reach 1
Waste 0.620
Headwaters 2.400
Tributary 0.000
* Runoff 0.000
Segment 2 Reach 1
Waste 1.163
Headwaters 0.600
Tributary 0.000
* Runoff 0.000
Segment 3 Reach 1
Waste 0.000
Headwaters 0.000
Tributary 0.000
* Runoff 0.044
CBOD NBOD D.O.
mg/1 mg/1 mg/1
90.000 0.000
2.000 1.000
2.000 1.000
2.000 1.000
21.000
2.000
2.000
2.000
0.000
2.000
2.000
2.000
9.000
1.000
1.000
1.000
0.000
1.000
1.000
1.000
0.000
7.300
7.300
7.300
5.000
7.300
7.300
7.300
0.000
7.300
7.300
7.300

, Segment 3 Reach 2
Waste
Tributary
* Runoff
10.850
0.000
0.110
Segment 3 Reach 3
Waste 0.000
Tributary 9.900
* Runoff 0.000
45.000 5.400
2.000 1.000
2.000 " 1.000
0.000
2.000
2.000
* Runoff flow is in cfs/mile
0.000
1.000
1.000
5.000
7.300
7.300
0.000
7.300
7.300

SUMMER
MODEL RESULTS
Discharger : LINCOLN COUNTY
Receiving Stream : KILLIAN
The End D.O. is 7.16 mg/l.
The End CBOD is 19.43 mg/1.
The End NBOD is 2.49 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1), Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 /� 51.80 0.00 1
Reach 1 90.00 0.00 0.00 0.40000
Segment 2 li 5.78 0.00 1
Reach 1 21.00 9.00 5.00 0.75000
Segment 3 \5.67I 2.25 2
Reach 1 0.00 0.00 0.00 0.00000
Reach 2 45.00 5.40 5.00 7.00000
Reach 3 1(- 0.00 0.00 0.00 0.00000
v

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56'ST
176'ST
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06'ST
68'ST
L8'ST
98'ST
58.5T
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178'17
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I # Bas
Uawwns

• u
3 3 4.35 6.95 20.18 2.67
3 3 4.45 6.98 20.10 2.65
3 3 4.55 7.01 20.01 2.63
3 3 4.65 7.04 19.93 2.61
3 3 4.75 7.06 19.84 2.59
3 3 4.85 7.09 19.76 2.57
3 3 4.95 7.11 19.68 2.55
3 3 5.05 7.13 19.59 2.53
3 3 5.15 7.14 19.51 2.51
3 3 5.25 7.16 19.43 2.49
I Seg # I Reach # I Seg Mi. ( D.O. I CBOD I NBOD
25.85
25.85
25.85
25.85
25.85
25.85
25.85
25.85
25.85
25.85
Flow

*** MODEL SUMMARY DATA ***
GA- i / o 7 11)6-
Discharger : LINCOLN COUNTY
Receiving Stream : KILLIAN
Summer 7Q10 : 3.2
Design Temperature: 14.0
Subbasin : 030833
Stream Class: C
Winter 7Q10 : 8.3
LENGTH SLOPE VELOCITY 1 DEPTH Kd Kd K. 1 Ka 1 KN
mile ft/mi fps ft design @20° design @20° design
Segment 1
Reach 1
0.25
10.00
O .272
1.27
O .19
0.25
4
.E9
4.89
0.19
Segment 2
Reach 1
1.70
12.00
0.238
0.86
0.21
0.27
5.13
0.19
Segment 3
Reach 1
2.25
13.30
O .355
1.33
O .21
0.27
8.49
0.19
Segment 3
Reach 2
2.00
14.10
O .637
1.47
O .24
0.32
10.24
11.67
0.19
Segment 3
Reach 3
1.00
20.00
0.884
1.76
O .28
0.37
13.65
15.56
0.32
Flow
cfs
Segment 1 Reach 1
Waste
Headwaters
Tributary
* Runoff
0.620
6.000
0.000
0.000
Segment 2 Reach 1
Waste 1.163
Headwaters 1.400
Tributary 0.000
* Runoff 0.060
Segment 3 Reach 1
Waste 0.000
Headwaters 0.000
Tributary 0.000
* Runoff 0.130
CBOD
mg/1
90.000
2.000
2.000
2.000
NBOD
mg/1
0.000
1.000
1.000
1.000
42.000 18.000
2.000 1.000
2.000 1.000
2.000 1.000
0.000
2.000
2.000
2.000
0.000
1.000
1.000
1.000
D.O.
mg/1
0.000
9.280
9.280
9.280
5.000
9.280
9.280
9.280
0.000
9.280
9.280
9.280

Segment 3 Reach 2
Waste 10.850
Tributary 0.000
* Runoff 0.220
Segment 3 Reach 3
Waste 0.000
Tributary 20.000
* Runoff 0.000
45.000
2.000
2.000
0.000
2.000
2.000
* Runoff flow is in cfs/mile
� 291
13.050
1.000
1.000
0.000
1.000
1.000
0.000
9.280
9.280

WINTER
MODEL RESULTS
Discharger : LINCOLN COUNTY
Receiving Stream : KILLIAN
The End D.O. is 9.64 mg/1.
The End CBOD is 14.59 mg/l.
The End NBOD is 4.34 mg/1.
WLA WLA
DO Min CBOD NBOD
(mg/1) Milepoint Reach # (mg/1) (mg/1)
Segment 1 8.41 0.00 1
Reach 1 90.00 0.00
Segment 2 7.34 0.00 1
Reach 1 42.00 18.00
Segment 3 7.28 2.25 2
Reach 1 0.00 0.00
Reach 2 45.00 13.05
Reach 3 0.00 0.00
WLA
DO Waste Flow
(mg/1) (mgd)
0.00 0.40000
5.00 0.75000
0.00 0.00000
5.00 7.00000
0.00 0.00000

WINTER
Seg #
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
Reach #
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
Seg Mi I D.O.
0.00 8.41
0.05 8.48
0.10 8.54
0.15 8.60
0.20 8.66
0.25 8.71
0.00 7.34
0.10 7.53
0.20 7.70
0.30 7.85
0.40 7.98
0.50 8.10
0.60 8.21
0.70 8.31
0.80 8.40
0.90 8.48
1.00 8.55
1.10 8.61
1.20 8.67
1.30 8.72
1.40 8.77
1.50 8.81
1.60 8.85
1.70 8.89
0.00 8.76
0.25 9.08
0.50 9.30
0.75 9.47
1.00 9.59
1.25 9.68
1.50 9.74
1.75 9.79
2.00 9.83
2.25 9.86
2.25 7.28
2.35 7.48
2.45 7.67
2.55 7.84
2.65 8.00
2.75 8.14
2.85 8.26
2.95 8.38
3.05 8.48
3.15 8.58
3.25 8.66
3.35 8.74
3.45 8.81
3.55 8.88
3.65 8.94
3.75 8.99
3.85 9.04
3.95 9.08
4.05 9.12
4.15 9.16
4.25 9.19
4.25 9.24
CBOD I NBOD I Flow
10.24 0.91 6.62
10.22 0.90 6.62
10.20 0.90 6.62
10.18 0.90 6.62
10.15 0.90 6.62
10.13 0.90 6.62
20.15 8.71 2.56
20.00 8.65 2.57
19.85 8.59 2.57
19.70 8.53 2.58
19.56 8.47 2.59
19.42 8.42 2.59
19.27 8.36 2.60
19.13 8.30 2.60
18.99 8.24 2.61
18.85 8.19 2.62
18.72 8.13 2.62
18.58 8.08 2.63
18.44 8.02 2.63
18.31 7.97 2.64
18.18 7.91 2.65
18.04 7.86 2.65
17.91 7.80 2.66
17.78 7.75 2.66
12.33 2.86 9.28
12.18 2.83 9.32
12.04 2.80 9.35
11.90 2.78 9.38
11.76 2.75 9.41
11.62 2.72 9.45
11.49 2.69 9.48
11.35 2.66 9.51
11.22 2.64 9.54
11.09 2.61 9.58
29.10 8.15 20.43
29.00 8.13 20.45
28.91 8.11 20.47
28.81 8.09 20.49
28.71 8.07 20.51
28.62 8.04 20.54
28.52 8.02 20.56
28.43 8.00 20.58
28.33 7.98 20.60
28.24 7.96 20.62
28.15 7.93 20.65
28.05 7.91 20.67
27.96 7.89 20.69
27.87 7.87 20.71
27.77 7.85 20.73
27.68 7.83 20.76
27.59 7.80 20.78
27.50 7.78 20.80
27.41 7.76 20.82
27.31 7.74 20.84
27.22 7.72 20.87
14.88 4.43 40.87

/ Ar
1
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
Seg # I Reach
4.35 9.30 14.85 4.42 40.87
4.45 9.35 14.82 4.41 40.87
4.55 9.40 14.79 4.40 40.87
4.65 9.44 14.76 4.39 40.87
4.75 9.49 14.73 4.38 40.87
4.85 9.52 14.70 4.37 40.87
4.95 9.56 14.68 4.36 40.87
5.05 9.59 14.65 4.35 40.87
5.15 9.62 14.62 4.34 40.87
5.25 9.64 14.59 4.34 40.87
1 Seg Mi I D.O. I CBOD I NBOD I Flow I

Date:
TELEPHONE RECORD
OM/
1Project: _'6 ,
9j L
'Time:
❑ Return
❑ Canto
❑ Call from
Subject:
6i/o3
rs.phah Fti1NXi-f'
Address
Representing: (iI'V1)1I'7 (t22L/z&
Telephone: IO --7% FAX
NOTES/ SUMMARY
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PL.�
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NEEDED FOLLOW-UP ACTION(S)
1.
2.
3.
4.
5.
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..rarwt�� _ w2 wwrt. mau
cc:
Signed