NC0036196_Wasteload Allocation_19910918

NPDES DOCUMENT :MCANNINO COVER SHEET
NPDES Permit:
NC0036196
Clark Creek WWTP
Document Type:
Permit Issuance
4„.,....)
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
September 18, 1991
This document is printed on reuse paper - ignore nary
content on the re-srerse side

DRAFT, REQUEST
PERMIT NO.: NC0036196
PERMITTEE NAME:
FACILITY NAME:
City of Newton
NPDES WASTE LOAD ALLOCATION
Clark Creek WWTP
Facility Status: Existing
Permit Status:
Major «l
Pipe No.: 001
Renewal with Modification
Minor
Design Capacity: 7.5 M G D
Domestic (% of Flow): 49.3 %
Industrial (% of Flow): 50.7 %
Comments:
Plant expansion from 5.0 MGD. % based on 7.5 MGD. At 5.0 MGD
% domestic = 24.0, % industrial = 76.0. The permit was reopened by
DEM in 1990 but never issued (legal holdup) P
1,40
RECEIVING STREAM: Clark Creek
Class: C
Sub -Basin: 03-08-35
Reference USGS Quad: E14NW (please attach)
County: Catawba
Regional Office: Mooresville Regional Office
Previous Exp. Date: 1/31/92 Treatment Plant Class: Class IV
Classification changes within three miles:
none within three miles
Requested by:
Prepared by:
Reviewed by
Rosanne Barona pp
, /03, 1S,)
wag to 9
Date: 6/20/91
Date:
Date: ' / Co )
6 ql
Modeler
Date Rec.
T=
31411/4N)
4tikkgl
6,303
Drainage Area (mil )
7Q10 (cfs) 6, v
7, 3 Avg. Streamflow (cfs): ems"
Winter 7Q10 (cfs) /0, 0 30Q2 (cfs)
Toxicity Limits: IWC i6 %// Acute onic�'
Instream Monitoring:
Parameters i 20 fie rcfoz,,r- U4 %%2Til7 at@e 7t 10
ation -Cie 061y
Location 5-/Z zoo 7
Cog as ar -Mr el)
Upstream
Downstream 1
Effluent
Characteristics
Summer
Winter
BOD5 (mg/1)
/S-
30
NH3-N (mg/1)
/*
3. /
D.O. (mg/1)
5
S
TSS (mg/1)
30
30
F. Col. (/100 ml)
026 d
pH (Su)
G - %
Iv -,
(iY
3 (WQ1
, ' 7-4,A
e14441.4;,„(ai5/1)
& (41p)
14,, /7,,,.5
Atclo 6yz)
/33 (6)92
I-e-ra (`'s c (4
ji ( (4)0

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
Request # 6303
City of Newton- Clark Creek WWTP
NC0036196
49.3% Domestic / 50.7% Industrial
Existing
Renewal with Modification
Clark Creek
C
030835
Catawba
MRO /`
Barona
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility requesting expansion from 5 MGD to 7.5 MGD.
Newton interacts with Delta Mills and Maiden WWTP.
G, Coe no, UK. h. hrc�./t.+c-, wit-OZR '�„ pot1,, -A--A V�
ftiwT c0r/te. J fM AJ�s..�J�3 QQ-�•
Special Schedule Requirements and additional comments from Reviewers:
91 SFP ' 9 MM 11 : 45
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
V. C. DEPT. OF NATURAL Summer 7Q10 (cfs):
A i' Winter 7Q10 (cfs):
it\T1 Y , _:%ELoPMENTAverage Flow (cfs):
30Q2 (cfs):
IWC (%):
AUG 3 0 1991
DIVISION OF ENVIRONMENTAL MANAGENEJ
MOORESVILLE REGIONAL OFFICE
29.3
6.0
10
35
66
Recommended b
Reviewed by
Instream Assessment:
Regional Supervisor:
Permits & Engineering:
Date: 8/20/91
Date: . a a q)
/ Ts Date: 7// /
rbrgi
SEP 25
Date:
RETURN TO TECHNICAL SERVICES BY:

2
Existing Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
Residual Chlorine (µg/1):
Oil & Grease (mg/1):
TP (mg/1):
TN (mg/1):
Recommended Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1): TSS (mg/1):.
Fecal Col. (/100 m1):
pH (SU):
Residual Chlorine (µg/1):
Oil & Grease (mg/1):
TP (mg/1):
TN (mg/1):
CONVENTIONAL PARAMETERS
Monthly Average
Summer Winter
5.0 5.0
15 30
6 12
6 6
30 30
1000 1000
6-9 6-9
YbkO -t0✓
Monthly Average
Summer Winter
7.5 7.5
15 30
1.4 3.1
5 5
30 30
200
6-9
4-1-2Ls
Y�.o�no✓
Limits Changes Due To:
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
Other (onsite toxicity study, interaction, etc.)
Instream data
New regulations/standards/procedures
New facility information
WQ or EL
WQ
WQ
WQ
EL
200 WQ �r �t '"
6-9 WQ 4f, t..
4*016 WQ /J/• v f t
Go
Parameter(s) Affe&ed
NH3
C
. SAT
�� O
Fecal Coliform
(7or Zg
(explanation of any modifications to past modeling analysis including new flows, rates, field data,
interacting discharges)
(See page 4 for miscellaneous and special conditions, if applicable)
.5iv►Ce \-1-11;5 W6Cfr9L i'.� ivtiv 0. -}rib 6ov4-1n�jovK Cu.-tauOba--?LkoI6lgitc,
nu-NYernov&.l k2e Iv\1/4-Vit,s v-P �v�uw-.
Ir\-6 rKa-h o-r\ o,n ki41/41 La40 �- G.vvv►.5 _ykou) 1/44-ta -4)1(

3
Type of Toxicity Test:
Existing Limit:
Recommended Limit:
Monitoring Schedule:
Existing Limits
COD (mg/):
Cadmium (ug/l):
Chromium (ug/1):
Copper (ug/1):
Nickel (ug/l):
Lead (ug/1):
Zinc (ug/1):
Cyanide (ug/1):
Phenols (ug/l):
Mercury (ug/1):
Silver (ug/1):
Recommended Limits
TOXICS/METALS
Chronic/Ceriodaphnia/Qrtrly
56%
66%
June, September, December, and March
Fluoride(mg/):
Cadmium (ug/1):
Chromium (ug/l):
Copper (ug/1):
Nickel (ug/1):
Lead (ug/1):
Zinc (ug/1):
Cyanide (ug/1):
Toluene(ug/1):
Mercury (ug/1):
Silver (ug/1):
Limits Changes Due To:
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
New pretreatment information
Failing toxicity test
Other (onsite toxicity study, interaction, etc.)
Daily Max.
Daily Max.
monitor
3
76
monitor
133
38
monitor
7.6
17
monitor
monitor
WQ or EL
WQ
WQ
WQ
WQ
WQ
WQ
WQ
WQ
WQ
WQ
WQ
parameter(s) Affected
Cd,Cr,Ni,Pb,CN,
Fluoride, Toluene
_ X Parameter(s) are water quality limited. For some parameters, the available load capacity
of the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
OR
No parameters are water quality limited, but this discharge may affect future allocations.

INSTREAM MONITORING REQUIREMENTS
Upstream Location: State Road 2014
Downstream Location: State Road 2007
Parameters: Temp, DO, Fecal Coliform,Conductivity, BOD5, NH3, TP, TN, Cd
Special instream monitoring locations or monitoring frequencies: flcr,t x. f ( ccditnu,u-n daLmi-ream
sRzotz (cl er Fctu 4+han Fa (of-C2Ub7)
ae+c- I n5{-rea rn 8o1J; med\ dbrinct
RCS
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility demonstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes No
If no, which parameters cannot be met? C. L , Gca) ) r1 ,fit,
Would a "phasing in" of the new limits be appropriate? Yes X No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
i I ATL -1
c.,7v.
�.r� 1_.i ,✓1% t 6-4%1c,p; i,i1n•T
If no, why not?
Special Instructions or Conditions
Wasteload sent to EPA? (Major) _Y_ (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached?
Moth-1 jj4- o
(Y or N) If yes, explain with attachments.

Facility Name / V - Cis' Ic CA. £- k- W`Jre Permit # 0 361 % Pipe # o 0
CHRONIC TOXICITY PERMIT�LIMIT (QRTRLY)
(** Chronic Toxicity (Ceriodaphnia) ChV at , See Part 3 , Condition t
The effluent discharge shall at no time exhibit 48 hour acute toxicity as lethality in an
effluent concentration of 66 % nor measure a quarterly arithmetic average chronic value
less than this same percentage of waste. The chronic value will be determined using the
geometric mean of the highest concentration having no statistically detectable impairment of
reproduction or survival and the lowest concentration that does have a statistically
detectable impairment of reproduction or survival. The presence of 48 hour acute toxicity
will be determined using Fisher's Exact Test at 48 hours from test initiation. Collection
methods, exposure regimes, and further statistical methods are defined in: The North,
Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure (July, 1991) or
subsequent versions.
The permit holder shall perform at a minimum, quarterly monitoring using these procedures
to establish compliance with the permit condition. The fast test will be performed after
thirty days from issuance of this permit during the months of SA) sE P Dec MAP--
Effluent sampling for this testing shall be performed at the NPDES permitted fmal effluent
discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter measures 48 hour acute
toxicity or a chronic value less than that specified above, then multiple concentration testing
shall be performed, at a minimum, in each of the two following months.
All toxicity testing results required as part of this permit condition will be entered on the
Effluent Discharge Monitoring Form (MR-1) for the months in which tests were
performed, using the parameter code THP3B for the Chronic Value and TGA3B for the 48
hour Acute Toxicity measure (Pass/Fail). Additionally, DEM Form AT-3 (original) is to be
sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek.Road
Raleigh, NC 27607
Test data shall be complete and accurate and include all supporting chemical/physical
measurements performed in association with the toxicity tests, as well as all dose/response
data. Total residual chlorine of the effluent toxicity sample 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 performed 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 document, such as
minimum control organism survival and appropriate environmental controls, shall
constitute an invalid test and will require immediate retesting (within 30 days of initial
monitoring event). Failure to submit suitable test results will constitute noncompliance
with monitoring requirements.
Permitted Flow 7 5
7Q10 6
MGD Basin & Sub -basin Crt13 35-
cfs
IWC 6 G% County CA4
Recommended b
PIIQLR Versi
191
Receiving Stream ('_/v k Cry£ IL
Date: Y44/ 9/
.)

DIVISION OF ENVIRONMENTAL MANAGEMENT
Recommendations for Color Monitoring for Newton -Clark Creek WWTP
15 NCAC .0211(b)3(F) states for colored wastes - only such amounts as will not
render the waters injurious to public health, secondary recreation, or to
aquatic life and wildlife or adversely affect the palatability of fish, aes-
thetic quality or impair the waters for any designated uses.
Within 120 days of the effective date of this permit, the permit holder shall
begin monitoring for color at the Effluent, Upstream, and Downstream designated
sites (100 ft upstream and 300 ft downstream), and one sample of effluent
diluted with upstream water at a concentration replicating 7Q10 conditions. All
samples shall be grab samples.
Analysis shall be performed in the field using the "glass disks field method"
(Standard Methods - 204A).
Analyze samples as follows:
(a) using the platinum -cobalt method; and
(b) Using a narrow -band scanning spectrophotometer to produce a
tral curve of the visible spectrum (350-750 nm). Calculate and
in ADMI color units from the information indicated.
Samples should be taken free from turbidity (True Color) and at
COMPLETE spec -
report results
natural pH.
During summer months (April -October) collect samples on Mondays, Wednesdays, and
Fridays and during the winter months (November -March) collect samples on Wednes-
days.
The permit holder shall submit annual reports summarizing the available color
monitoring information. Include factors which may have had an impact on the
levels of color in the effluent and receiving stream, including, but not limited
to, rainfall, streamflow, production plant operations, and treatment plant oper-
ations. Submit the report to the Water Quality Section Chief no later than Feb-
ruary 15th of each year.

08/15/91 ver 3.1 T OXICS REVIEW
Facility: city of newton
NPDES Permit No.: nc0036196
Status (E, P, or M) : E
Permitted Flow: 7.5 mgd
Actual Average Flow: 3.8 mgd
Subbasin: '030835
Receiving Stream: clark creek I PRETREATMENT DATA I----EFLLUENT DATA ----
Stream Classification: C I ACTUAL PERMITTEDI
7010: 6.0 cfs I Ind. + Ind. + I FREQUENCY
IWC: 65.96 % I Domestic PERMITTED Domestic 1 OBSERVED of Chronic
Stn'd / Bkg 1 Removal Domestic Act.Ind. Total Industrial Total 1 Effluent Criteria
Pollutant AL Conc. 1 Eff. Load Load Load Load Load 1 Conc. Violations
(ug/1) (ug/1) 1 % (#/d) (#/d) (#/d) (#/d) (#/d) 1 (ug/1) (#vio/#sam)
Cadmium S 2.0 1 92% 0.03 0.29 0.32 0.65 0.681 1 12.00 '16/36 1
Chromium S 50.0 1 95% 0.08 2.27 2.35 5.52 5.596 1 50.00 '3/38 I I
Copper AL 7.0 1 59% 0.22 10.82 11.04 16.70 16.922 1 150.00 '24/24 I N
Nickel S 88.0 1 76% 0.08 1.22 1.30 2.87 2.953 1 163.00 '7/38 I P
Lead S 25.0 1 45% 0.17 1.68 1.85 1.45 1.617 1 30.00 '3/37 I U
Zinc AL 50.0 1 75% 0.68 2.36 3.04 5.48 6.156 1 100.00 '4/24 I T
Cyanide S 5.0 1 59% 0.07 0.00 0.07 0.93 1.002 1 I
Mercury S 0.012 " 86% 0.01 0.00 0.01 0.00 0.010 1 1 5
Silver AL 0.06 1 94% 0.03 0.02 0.05 0.28 0.314 1 1 E
Selenium S 5.00 1 0% 0.00 0.00 0.00 0.000 1 1 C
Arsenic S 50.00 1 40% 0.02 0.00 0.02 1 1 T
Phenols S NA 1 0% 0.00 0.00 0.00 1 1 I
NH3-N C 1 0% 0.00 0.00 1 1 0
T.R.Chlor.AL 17.0 1 0% 0.00 0.00 1 1 N
Toluene S 11.0 1 94% 0.00 0.00 0.00 3.50 3.500 I 10.0
Fluoride S 1800.00 1 50% 0.00 0.00 0.00 3.88 3.88 1 5.0
Pollutant
ALLOWABLE PRDCT'D PRDCT'D PRDCT'D MONITOR/LIMIT I--ADTN'L RECMMDTN'S--
Effluent Effluent Effluent Instream 1 Recomm'd
Conc. using using Conc. Based on Based on Based on 1 FREQUENCY INSTREAM
Allowable CHRONIC ACTUAL PERMIT using ACTUAL PERMITTED OBSERVED 1 Eff. Mon. Monitor.
Load Criteria Influent Influent OBSERVED Influent Influent Effluent 1 based on Recomm'd ?
(#/d) (ug/1) (ug/1) (ug/1) (ug/1) Loading Loading Data 1 OBSERVED (YES/NO)
Cadmium S 1 1.60 3.032 0.817 1.722 7.91 Limit Limit Limit 1 NCAC YES 1 A
Chromium S 1 63.97 75.806 3.709 8.847 32.98 Monitor Limit Limit 1 NCAC NO 1 N
Copper AL 1 1.09 10.613 143.143 219.372 98.94 Monitor Monitor Monitor 1 Weekly YES 1 A
Nickel S 1 23.46 133.419 9.827 22.411 107.51 Monitor Limit Limit 1 NCAC YES I L
Lead S 1 2.91 37.903 32.241 28.123 19.79 Limit Limit Limit 1 NCAC YES 1 Y
Zinc AL 1 12.79 75.806 24.045 48.657 65.96 Monitor Monitor Monitor I Weekly YES 1 S
Cyanide S 1 0.78 7.581 0.959 12.985 0.00 Limit Limit 1 1 I
Mercury S 1 0.01 0.018 0.044 0.044 0.00 Limit Limit 1 1 S
Silver AL 1 0.06 0.091 0.089 0.596 0.00 Monitor Monitor I I
Selenium S I 0.32 7.581 0.000 0.000 0.00 I 1 R
Arsenic S I 5.33 75.806 0.379 0.000 0.00 1 1 E
Phenols S 1 0.000 0.000 0.000 0.00 1 1 S
NH3-N C 1 0.000 0.00 1 1 U
T.R.Chlor.AL 25.774 0.00 1 1 L
Toluene S 1 11.73 16.677 0.000 6.640 6.60 Limit Limit 1 NCAC NO 1 T
Fluoride S 1 230.30 2729.032 0.000 61.339 3.30 Monitor I NCAC NO 1 S

1.6 P4ri4 3$ "n1 4 cc. «
51zo l 9 (
MODEL RESULTS
Discharger : NEWTON-CLARK CREEK WWTP
Receiving Stream : CLARK CREEK
SUMMER
MODEL FOR NEWTON & CLARK CR
DISCHRS, DELTA MILLS @ 1 MGD
The End D.O. is 6.11 mg/l.
The End CBOD is 15.32 mg/1.
The End NBOD is 4.69 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 7.39 0.00 1 O
Reach 1 45.00 90.00 0.00 0.00800
Segment 2 5.18 0.60 2
Reach 1 45.00 90.00 4.00 0.10000®
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Segment 3 5.92 5.00 4
Reach 1 0.00 0.00 0.00 0.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 45.00 6.30 5.00 7.50000®
Segment 4 7.06 0.00 1
Reach 1 45.00 90.00 0.00 0.00800Cv
Segment 5 5.55 5.16 5
Reach 1 0.00 0.00 0.00 0.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 58.50 13.50 5.00 1.00000
Reach 5 63.00 90.00 0.00 1.00000
Reach 6 0.00 0.00 0.00 0.00000
Reach 7 0.00 0.00 0.00 0.00000
Reach 8 0.00 0.00 0.00 0.00000
(nofirez pt,:f20.3

*** MODEL SUMMARY DATA ***
Discharger : NEWTON-CLARK CREEK WWTP Subbasin : 030835
Receiving Stream : CLARK CREEK Stream Class: C
Summer 7Q10 : 6.0 Winter 7Q10 : 10.0
Design Temperature: 25.0
!LENGTH' SLOPE' VELOCITY I DEPTH' Kd I Kd I Ka I Ka I KN I
I mile I ft/mil fps I ft Idesign l @201/2 Idesign l @201/2 Idesign'
I I I 1 1 1 1 1 I
Segment 1 I 1.401 16.701 0.198 10.76 10.35 1 0.28 16.64 1 5.951 0.44
Reach 1 I I I I 1 I 1 1 I
1 1 I 1 1 I 1 1 I
Segment 2 I 0.301 63.001 0.187 10.31 10.71 10.56 23.63 121.20I 0.73
Reach 1 1 1 1 1 1 1 1 1 I
I 1 1 I I 1 1 1
Segment 2 I 0.601 37.001 0.159 10.36 10.53 10.42 111.84 110.621 0.73
Reach 2 1 I 1 1 I 1 1 1 I
I 1 1 1 1 1 1 1 I
Segment 2 I 1.501 20.701 0.185 10.65 10.38 10.30 17.69 I 6.901 0.73
Reach 3 I 1 1 I 1 I 1 I
1 I 1 I I 1 1 I I
Segment 3 I 2.701 7.101 0.187 1 1.07 10.29 1 0.23 1 2.66 1 2.391 0.44
Reach 1 1 I 1 1 I 1 1 I I
1 I 1 1 I 1 I I I
Segment 3 I 1.40I 7.10' 0.200 1 1.18 10.29 10.23 12.86 I 2.56I 0.44
Reach 2 I I 1 1 1 1 I 1 I
1 1 I 1 1 1 1 1 I
Segment 3 I 0.901 7.101 0.229 1 1.31 10.29 10.23 13.27 I 2.931 0.44
Reach 3 1 1 I 1 I I 1 1 I
Segment 3
Reach 4
1 1 I I 1 1 I I
1.701 7.101 0.509 11.52 1 0.33 1 0.26 15.24 1 4.701 0.44
1 1 1 I 1 1 1 I
I 1 1 I 1 I I 1 I
Segment 4 I 1.001 27.001 0.129 10.47 1 0.40 10.31 17.01 1 6.29I 0.73
Reach 1 1 1 I I I I 1 I
I I 1 I 1 I 1 1 I
Segment 5 I 0.601 7.101 0.501 11.56 10.33 1 0.26 15.16 1 4.63I 0.44
Reach 1 1 1 1 1 1 1 1 1 I
I 1 I I 1 I 1 1 I
Segment 5 I 1.701 7.101 0.496 11.61 10.32 10.26 15.10 I 4.581 0.44
Reach 2 1 I 1 1 I 1 1 I I
Segment 5 I 0.021 7.101 0.458 11.90 10.31 10.25 14.71 I 4.221 0.44
Reach 3 1 I 1 1 I 1 1 I I

1 1 1 1 1 1 1 1 I
'Segment 5 I 0.041 7.101 0.479 1 1.91 1 0.31 1 0.25 1 3.34 1 2.991 0.44
Reach 4 1 1 1 1 1 1 1 1 I
I 1 1 1 1 1 1 1 I
Segment 5 1 2.801 7.101 0.497 1 1.94 1 0.31 1 0.25 13.46 1 3.111 0.44
Reach 5 1 1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 I
Segment 5 1 2.401 7.101 0.501 1 1.99 10.31 1 0.25 1 3.49 1 3.131 0.44
Reach 6 1 1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 I
Segment 5 I 2.501 7.101 0.501 1 2.02 1 0.31 1 0.25 13.49 I 3.131 0.44
Reach 7 1 1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 I
Segment 5 I 0.801 7.101 0.503 1 2.05 1 0.31 1 0.25 1 3.51 1 3.151 0.44
Reach 8 1 1 1 1 1 1 1 1 I
1 Flow 1 CBOD 1 NBOD 1 D.O. 1
I cfs 1 mg/1 1 mg/1 1 mg/1
Segment 1 Reach 1
Waste 1 0.012 1 45.000 1 90.000 I 0.000
Headwaters) 1.700 1 5.000 1 0.000 1 7.440
Tributary 1 0.000 1 2.000 1 1.000 I 7.440
* Runoff 1 0.000 I 5.000 1 0.000 1 7.440
Segment 2 Reach 1
Waste I 0.155 1 45.000 1 90.000 I 4.000
Headwaters) 0.100 I 2.000 1 1.000 1 7.440
Tributary 1 0.000 1 2.000 1 1.000 I 7.440
* Runoff I 0.100 1 2.000 1 1.000 I 7.440
Segment 2 Reach 2
Waste 1 0.000 I 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 2.000 1 1.000 I 7.440
* Runoff 1 0.100 I 2.000 I 1.000 1 7.440
Segment 2 Reach 3
Waste I 0.000 1 0.000 1 0.000 I 0.000
Tributary 1 0.600 1 2.000 1 1.000 1 7.440
* Runoff 1 0.290 1 2.000 1 1.000 I 7.440
Segment 3 Reach 1
Waste 1 0.000 1 0.000 1 0.000 I 0.000
Headwaters) 0.000 1 5.000 1 0.000 I 7.440
Tributary 1 0.000 1 2.000 1 1.000 I 7.440
* Runoff I 0.090 1 5.000 1 0.000 I 7.440

Segment 3 Reach 2
Waste I 0.000 I 0.000 1 0.000 1 0.000
Tributary I 0.800 I 2.000 1 1.000 1 7.440
* Runoff 1 0.090 1 5.000 1 0.000 1 7.440
Segment 3 Reach 3
Waste I 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 1.600 I 2.000 I 1.000 1 7.440
* Runoff 1 0.090 1 5.000 1 0.000 1 7.440
Segment 3 Reach 4
Waste 1 11.625 1 45.000 I 6.300 1 5.000
Tributary 1 0.000 I 2.000 1 1.000 1 7.440
* Runoff 1 0.090 1 5.000 1 0.000 1 7.440
Segment 4 Reach 1
Waste I 0.012 1 45.000 1 90.000 1 0.000
Headwaters) 0.230 I 2.000 1 1.000 1 7.440
Tributary I 0.000 I 2.000 1 1.000 1 7.440
* Runoff 1 0.370 1 2.000 1 1.000 1 7.440
Segment 5 Reach 1
Waste 1 0.000 1 0.000 1 0.000 I 0.000
Headwaters) 0.000 1 5.000 1 0.000 1 7.440
Tributary 1 0.000 I 2.000 I 1.000 1 7.440
* Runoff 1 0.090 1 5.000 1 0.000 1 7.440
Segment 5 Reach 2
Waste 1 0.000 1 0.000 I 0.000 1 0.000
Tributary 1, 0.800 1 2.000 I 1.000 I 7.440
* Runoff 1 0.090 1 5.000 1 0.000 1 7.440
Segment 5 Reach 3
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 5.400 I 2.000 1 1.000 I 7.440
* Runoff 1 0.090 1 5.000 I 0.000 1 7.440
Segment 5 Reach 4
Waste 1 1.550 1 58.500 113.500 I 5.000
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
* Runoff 1 0.090 1 5.000 1 0.000 1 7.440
Segment 5 Reach 5
Waste 1 1.550 1 63.000 1 90.000 1 0.000
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
* Runoff 1 0.090 1 5.000 1 0.000 1 7.440
Segment 5 Reach 6
Waste I 0.000 I 0.000 I 0.000 1 0.000
Tributary 1 1.600 1 2.000 1 1.000 1 7.440
* Runoff 1 0.090 1 5.000 1 0.000 1 7.440

Segment 5 Reach 7
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.740 I 2.000 1 1.000 I 7.440
* Runoff 1 0.090 1 5.000 1 0.000 1 7.440
Segment 5 Reach 8
Waste 1 0.000 1 0.000 I 0.000 1 0.000
Tributary I 0.900 I 2.000 1 1.000 1 7.440
* Runoff 1 0.090 1 5.000 1 0.000 1 7.440
* Runoff flow is in cfs/mile

I Seg # I Reach # I Seg Mi I D.O. I CBOD
1 1 0.00 7.39 5.29
1 1 0.10 7.49 5.23
1 1 0.20 7.57 5.18
1 1 0.30 7.64 5.12
1 1 0.40 7.70 5.06
1 1 0.50 7.74 5.01
1 1 0.60 7.78 4.95
1 1 0.70 7.82 4.90
1 1 0.80 7.84 4.85
1 1 0.90 7.87 4.79
1 1 1.00 7.88 4.74
1 1 1.10 7.90 4.69
1 1 1.20 7.91 4.64
1 1 1.30 7.93 4.59
1 1 1.40 7.94 4.54
2 1 0.00 5.35 28.14
2 1 0.03 5.45 27.64
2 1 0.06 5.54 27.16
2 1 0.09 5.62 26.69
2 1 0.12 5.69 26.23
2 1 0.15 5.75 25.78
2 1 0.18 5.81 25.34
2 1 0.21 5.86 24.91
2 1 0.24 5.91 24.50
2 1 0.27 5.96 24.09
2 1 0.30 6.00 23.69
2 2 0.30 6.00 23.69
2 2 0.36 5.66 22.96
2 2 0.42 5.43 22.27
2 2 0.48 5.29 21.60
2 2 0.54 5.21 20.97
2 2 0.60 5.18 20.36
2 2 0.66 5.18 19.77
2 2 0.72 5.21 19.21
2 2 0.78 5.25 18.67
2 2 0.84 5.31 18.15
2 2 0.90 5.37 17.66
2 3 0.90 6.68 7.72
2 3 1.00 6.72 7.45
2 3 1.10 6.76 7.20
2 3 1.20 6.80 6.97
2 3 1.30 6.85 6.75
2 3 1.40 6.89 6.54
2 3 1.50 6.94 6.34
2 3 1.60 6.99 6.16
2 3 1.70 7.03 5.98
2 3 1.80 7.08 5.81
2 3 1.90 7.12 5.65
2 3 2.00 7.16 5.50
2 3 2.10 7.20 5.35
2 3 2.20 7.24 5.21
2 3 2.30 7.28 5.08
2 3 2.40 7.31 4.95
3 1 0.00 7.66 4.72
3 1 0.10 7.62 4.68
3 1 0.20 7.59 4.64
I
SUMMER
MODEL FOR NEWTON & CLARK CR
DISCHRS, DELTA MILLS @ 1 MGD
NBOD I Flow I
0.65 1.71
0.64 1.71
0.63 1.71
0.63 1.71
0.62 1.71
0.61 1.71
0.60 1.71
0.59 1.71
0.58 1.71
0.58 1.71
0.57 1.71
0.56 1.71
0.55 1.71
0.55 1.71
0.54 1.71
55.10 0.26
54.08 0.26
53.08 0.26
52.12 0.26
51.17 0.27
50.25 0.27
49.35 0.27
48.48 0.28
47.62 0.28
46.79 0.28
45.97 0.29
45.97 0.29
44.29 0.29
42.69 0.30
41.16 0.30
39.70 0.31
38.31 0.32
36.99 0.32
35.72 0.33
34.50 0.33
33.34 0.34
32.23 0.35
12.40 0.95
11.77 0.97
11.19 1.00
10.64 1.03
10.13 1.06
9.65 1.09
9.20 1.12
8.78 1.15
8.38 1.18
8.01 1.21
7.65 1.23
7.32 1.26
7.01 1.29
6.71 1.32
6.43 1.35
6.16 1.38
3.05 3.09
3.00 3.10
2.95 3.11

3 1 0.30 7.56 4.59 2.90 3.12
3 1 0.40 7.54 4.55 2.85 3.13
3 1 0.50 7.52 4.51 2.80 3.14
3 1 0.60 7.50 4.47 2.75 3.15
3 1 0.70 7.49 4.43 2.70 3.16
3 1 0.80 7.47 4.38 2.66 3.16
3 1 0.90 7.46 4.34 2.61 3.17
3 1 1.00 7.45 4.31 2.57 3.18
3 1 1.10 7.45 4.27 2.52 3.19
3 1 1.20 7.44 4.23 2.48 3.20
3 1 1.30 7.44 4.19 2.44 3.21
3 1 1.40 7.43 4.15 2.39 3.22
3 1 1.50 7.43 4.11 2.35 3.23
3 1 1.60 7.43 4.08 2.31 3.24
3 1 1.70 7.43 4.04 2.27 3.25
3 1 1.80 7.43 4.01 2.24 3.25
3 1 1.90 7.44 3.97 2.20 3.26
3 1 2.00 7.44 3.94 2.16 3.27
3 1 2.10 7.44 3.90 2.12 3.28
3 1 2.20 7.44 3.87 2.09 3.29
3 1 2.30 7.45 3.83 2.05 3.30
3 1 2.40 7.45 3.80 2.02 3.31
3 1 2.50 7.46 3.77 1.98 3.32
3 1 2.60 7.46 3.73 1.95 3.33
3 1 2.70 7.47 3.70 1.92 3.34
3 2 2.70 7.46 3.37 1.74 4.14
3 2 2.80 7.48 3.35 1.71 4.14
3 2 2.90 7.49 3.32 1.69 4.15
3 2 3.00 7.51 3.29 1.66 4.16
3 2 3.10 7.52 3.27 1.63 4.17
3 2 3.20 7.53 3.24 1.61 4.18
3 2 3.30 7.55 3.22 1.58 4.19
3 2 3.40 7.56 3.19 1.56 4.20
3 2 3.50 7.57 3.17 1.54 4.21
3 2 3.60 7.58 3.15 1.51 4.22
3 2 3.70 7.59 3.12 1.49 4.23
3 2 3.80 7.60 3.10 1.46 4.23
3 2 3.90 7.61 3.07 1.44 4.24
3 2 4.00 7.62 3.05 1.42 4.25
3 2 4.10 7.63 3.03 1.40 4.26
3 3 4.10 7.58 2.75 1.29 5.86
3 3 4.20 7.60 2.73 1.27 5.87
3 3 4.30 7.62 2.71 1.26 5.88
3 3 4.40 7.64 2.69 1.24 5.89
3 3 4.50 7.66 2.68 1.22 5.90
3 3 4.60 7.67 2.66 1.21 5.91
3 3 4.70 7.69 2.64 1.19 5.92
3 3 4.80 7.70 2.63 1.18 5.92
3 3 4.90 7.72 2.61 1.16 5.93
3 3 5.00 7.73 2.59 1.14 5.94
3 4 5.00 5.92 30.66 4.56 17.57
3 4 5.10 5.93 30.52 4.53 17.58
3 4 5.20 5.93 30.39 4.50 17.59
3 4 5.30 5.93 30.25 4.48 17.59
3 4 5.40 5.94 30.12 4.45 17.60
3 4 5.50 5.94 29.99 4.43 17.61
3 4 5.60 5.94 29.86 4.40 17.62
3 4 5.70 5.95 29.73 4.37 17.63
3 4 5.80 5.95 29.60 4.35 17.64
3 4 5.90 5.96 29.47 4.32 17.65

3 4 6.00 5.97 29.34 4.30 17.66
3 4 6.10 5.97 29.21 4.27 17.67
3 4 6.20 5.98 29.08 4.25 17.68
3 4 6.30 5.98 28.95 4.22 17.68
3 4 6.40 5.99 28.83 4.20 17.69
3 4 6.50 6.00 28.70 4.18 17.70
3 4 6.60 6.01 28.58 4.15 17.71
3 4 6.70 6.01 28.45 4.13 17.72
4 1 0.00 7.06 4.20 5.55 0.24
4 1 0.10 7.23 3.84 4.78 0.28
4 1 0.20 7.35 3.55 4.19 0.32
4 1 0.30 7.45 3.33 3.73 0.35
4 1 0.40 7.53 3.14 3.35 0.39
4 1 0.50 7.59 2.99 3.04 0.43
4 1 0.60 7.64 2.86 2.78 0.46
4 1 0.70 7.68 2.74 2.56 0.50
4 1 0.80 7.72 2.64 2.37 0.54
4 1 0.90 7.75 2.55 2.20 0.58
4 1 1.00 7.78 2.47 2.06 0.61
5 1 0.00 6.07 27.58 4.06 18.33
5 1 0.10 6.08 27.46 4.04 18.34
5 1 0.20 6.09 27.34 4.01 18.35
5 1 0.30 6.09 27.22 3.99 18.36
5 1 0.40 6.10 27.10 3.96 18.37
5 1 0.50 6.11 26.98 3.94 18.38
5 1 0.60 6.11 26.87 3.92 18.39
5 2 0.60 6.17 25.83 3.80 19.19
5 2 0.70 6.18 25.72 3.77 19.20
5 2 0.80 6.19 25.60 3.75 19.20
5 2 0.90 6.19 25.49 3.73 19.21
5 2 1.00 6.20 25.38 3.71 19.22
5 2 1.10 6.21 25.27 3.69 19.23
5 2 1.20 6.22 25.16 3.66 19.24
5 2 1.30 6.23 25.05 3.64 19.25
5 2 1.40 6.24 24.94 3.62 19.26
5 2 1.50 6.25 24.83 3.60 19.27
5 2 1.60 6.25 24.73 3.58 19.28
5 2 1.70 6.26 24.62 3.56 19.29
5 2 1.80 6.27 24.51 3.54 19.29
5 2 1.90 6.28 24.40 3.52 19.30
5 2 2.00 6.29 24.30 3.50 19.31
5 2 2.10 6.30 24.19 3.48 19.32
5 2 2.20 6.31 24.09 3.45 19.33
5 2 2.30 6.31 23.98 3.43 19.34
5 3 2.30 6.56 19.18 2.90 24.74
5 3 2.30 6.56 19.18 2.90 24.74
5 3 2.30 6.56 19.18 2.90 24.74
5 3 2.31 6.56 19.18 2.90 24.74
5 3 2.31 6.56 19.18 2.90 24.74
5 3 2.31 6.56 19.18 2.90 24.74
5 3 2.31 6.56 19.17 2.90 24.74
5 3 2.31 6.56 19.17 2.90 24.74
5 3 2.32 6.56 19.17 2.90 24.74
5 3 2.32 6.56 19.17 2.90 24.74
5 3 2.32 6.56 19.17 2.90 24.74
5 4 2.32 6.47 21.49 3.52 26.29
5 4 2.32 6.47 21.48 3.52 26.29
5 4 2.33 6.47 21.48 3.52 26.29
5 4 2.33 6.47 21.47 3.52 26.29
5 4 2.34 6.47 21.47 3.52 26.29

5 4 2.34 6.46 21.47 3.52 26.29
5 4 2.34 6.46 21.46 3.52 26.29
5 4 2.35 6.46 21.46 3.52 26.29
5 4 2.35 6.46 21.46 3.52 26.29
5 4 2.36 6.46 21.45 3.52 26.29
5 4 2.36 6.46 21.45 3.52 26.30
5 5 2.36 6.10 23.76 8.33 27.85
5 5 2.46 6.06 23.67 8.28 27.85
5 5 2.56 6.02 23.57 8.23 27.86
5 5 2.66 5.98 23.47 8.19 27.87
5 5 2.76 5.94 23.38 8.14 27.88
5 5 2.86 5.91 23.28 8.09 27.89
5 5 2.96 5.88 23.19 8.05 27.90
5 5 3.06 5.85 23.09 8.00 27.91
5 5 3.16 5.82 23.00 7.96 27.92
5 5 3.26 5.79 22.90 7.91 27.93
5 5 3.36 5.77 22.81 7.87 27.94
5 5 3.46 5.75 22.72 7.82 27.94
5 5 3.56 5.73 22.62 7.78 27.95
5 5 3.66 5.71 22.53 7.73 27.96
5 5 3.76 5.69 22.44 7.69 27.97
5 5 3.86 5.67 22.35 7.64 27.98
5 5 3.96 5.66 22.26 7.60 27.99
5 5 4.06 5.64 22.17 7.56 28.00
5 5 4.16 5.63 22.08 7.51 28.01
5 5 4.26 5.62 21.99 7.47 28.02
5 5 4.36 5.60 21.90 7.43 28.03
5 5 4.46 5.59 21.81 7.38 28.03
5 5 4.56 5.59 21.72 7.34 28.04
5 5 4.66 5.58 21.63 7.30 28.05
5 5 4.76 5.57 21.54 7.26 28.06
5 5 4.86 5.56 21.46 7.22 28.07
5 5 4.96 5.56 21.37 7.18 28.08
5 5 5.06 5.55 21.28 7.13 28.09
5 5 5.16 5.55 21.19 7.09 28.10
5 6 5.16 5.65 20.16 6.77 29.70
5 6 5.26 5.65 20.08 6.73 29.71
5 6 5.36 5.65 20.00 6.69 29.72
5 6 5.46 5.65 19.92 6.65 29.72
5 6 5.56 5.65 19.84 6.61 29.73
5 6 5.66 5.65 19.76 6.58 29.74
5 6 5.76 5.65 19.68 6.54 29.75
5 6 5.86 5.66 19.60 6.50 29.76
5 6 5.96 5.66 19.52 6.46 29.77
5 6 6.06 5.66 19.44 6.43 29.78
5 6 6.16 5.66 19.37 6.39 29.79
5 6 6.26 5.67 19.29 6.36 29.80
5 6 6.36 5.67 19.21 6.32 29.81
5 6 6.46 5.67 19.13 6.28 29.81
5 6 6.56 5.68 19.06 6.25 29.82
5 6 6.66 5.68 18.98 6.21 29.83
5 6 6.76 5.69 18.91 6.18 29.84
5 6 6.86 5.69 18.83 6.14 29.85
5 6 6.96 5.70 18.75 6.11 29.86
5 6 7.06 5.71 18.68 6.07 29.87
5 6 7.16 5.71 18.60 6.04 29.88
5 6 7.26 5.72 18.53 6.00 29.89
5 6 7.36 5.72 18.46 5.97 29.90
5 6 7.46 5.73 18.38 5.94 29.90
5 6 7.56 5.74 18.31 5.90 29.91

• t
•
5 7
5 7
5 7
5 7
5 7
5 7
5 7
5 7
5 7
5 7
5 7
5 7
5 7
5 7
5 7
5 7
5 7
5 7
5 7
5 7
5 7
5 7
5 7
5 7
5 7
5 7
5 8
5 8
5 8
5 8
5 8
5 8
5 8
5 8
5 8
I Seg # I Reach #
7.56 5.78 17.91 5.78 30.65
7.66 5.79 17.84 5.75 30.66
7.76 5.79 17.77 5.72 30.67
7.86 5.80 17.70 5.69 30.68
7.96 5.81 17.63 5.65 30.69
8.06 5.82 17.56 5.62 30.70
8.16 5.82 17.49 5.59 30.71
8.26 5.83 17.42 5.56 30.72
8.36 5.84 17.35 5.53 30.73
8.46 5.85 17.28 5.50 30.73
8.56 5.86 17.21 5.47 30.74
8.66 5.87 17.15 5.43 30.75
8.76 5.87 17.08 5.40 30.76
8.86 5.88 17.01 5.37 30.77
8.96 5.89 16.94 5.34 30.78
9.06 5.90 16.87 5.31 30.79
9.16 5.91 16.81 5.28 30.80
9.26 5.92 16.74 5.25 30.81
9.36 5.93 16.67 5.22 30.82
9.46 5.93 16.61 5.19 30.82
9.56 5.94 16.54 5.16 30.83
9.66 5.95 16.48 5.14 30.84
9.76 5.96 16.41 5.11 30.85
9.86 5.97 16.35 5.08 30.86
9.96 5.98 16.28 5.05 30.87
10.06 5.99 16.22 5.02 30.88
10.06 6.03 15.81 4.91 31.78
10.16 6.04 15.75 4.88 31.79
10.26 6.05 15.69 4.85 31.80
10.36 6.06 15.63 4.82 31.81
10.46 6.07 15.57 4.80 31.81
10.56 6.08 15.50 4.77 31.82
10.66 6.09 15.44 4.74 31.83
10.76 6.10 15.38 4.72 31.84
10.86 6.11 15.32 4.69 31.85
Seg Mi I D.O. I CBOD I NBOD I Flow I

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