NC0006190_Wasteload Allocation_19910502

NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit:
NC0006190
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Correspondence
Speculative Limits
Instream Assessment (67b)
Environmental Assessment (EA)
Permit
History
Document Date:
May 2, 1991
This document is printed on reuse paper - ignore any
content on the rewerse side

Class•
Sub -Basin• _ 0 3_5
•
Design Capacity (MGD)•
Domestic (X of Flow) -
Industrial (% of Flow):
Comments: 4Q'
in CI
RECEIVING STREAM:
c
rt) A r
PERMIT N4O.: N.CO
FACILITY NAME• D e
Facility Status: EXtb'TU G
(circle one)
Permit Status: RENEWAL
(circle one),.
U ES WASTE LOAD ALLOCATION
L�l�.��- .
PROPOSED
1100FECAY1ON UNPERMITTED NEW
Major V/ _Minor.
Pipe No: 00 1
/,oC'J
5 LcuricJL
`' e -n-� x 5 �.
s o,
aq
Reference USGS Quad• E I - 5 YU
County:
Regional Office: As Fa
(circle twee)
Requested By: , .10fizrA't-e-
Prepared B
Reviewed B
W Q
(please attach)
Wa Wi WS
Date:
4 Date:
Date:
Awe
/2/3/ c
s/// p
Drainage Area (mi2 )
Modeler
Date Rec.
�. Lt.:•
/2-
/3 /10 l �9 •7
Avg. Streamflow (cfs). fC)
7Q10 (cfs) " Winter 7Q10 (cfs) 30Q2 (cfs) 37
Toxicity Limits: IWC
Instream Monitoring:
Parameters
Upstream _L
Downstream 1—
% (circle one) Acute
Location
Location jilb,�
I-1; capacit:448 wtu pt .u6,e uP v u, o f
-14u) �f c•, vcc `"`1 `kn.° 4.45 = 0, J5./
Effluent
Characteristics
Nen /f/Y . t, '
G �r9-X
3;25"0 GBH
•
BOD5 ( i)'
/6,2, ,g
NH3 N (mg/1)
_', o ( 7)
D.O. (mg/I)
S— (w�')
i
TSS
7
70Y, �
/IV 7 C3P7)
F. Col. (/ 100m1)
pH (SU)
6--(c )
Co /
/3c,,.
:='-‘OQ 047)
•
6-5-
/.1.. . APO
C#(5)
Z.25---
6,s-
,
elp,,C
3,23
6,s-( )7'

To: Permits and Engineering Unit
Water Quality Section
NPDES STAFF REPORT AND RECOMMENDATIONS
Date: November 9, 1990
il
•
County: Catawba- "-
NPDES Permit No.: NC0006190
MRO No.: 90-174
1 3 1990
PART I - GENERAL INFORMATION
1. Facility and Address: Delta Mills, Inc. (Duck Head Apparel
Company, Inc.)
Maiden Plant ,
Post Office Box 37
Maiden, North Carolina 28650
2. Date of Investigation: October 25, 1990
3. Report Prepared By: Allen Hardy, Environmental Engineer I
4. Person Contacted and Telephone Number: Allen McRee; (704)
428-9921
5. Directions to Site: From the junction of Highway 321 (Main
Street) and S. R. 2003 (South Main Avenue), travel south on
S. R. 2003 approximately 0.2 mile and turn right onto West
Pine Street. Travel approximately 0.1 mile on West Pine
Street. The plant will be on the leftside of West Pine
Street.
6. Discharge Point(s), List for all discharge Points: -
Option 001 Option 002
Latitude: (Proposed) 35°34'38" 35°34'36"
Longitude: 81°14'13" 81°14'25"
Attach a USGS Map Extract and indicate treatment plant site
and discharge point on map.
USGS Quad No.: E 14 SW
7. Size (land available for expansion and upgrading): The area
available for expansion and upgrading appeared to be
limited.
8. Topography (relationship to flood plain included): The
topography contained gently rolling hills sloping toward the
current receiving stream. The facilities do not appear to
be located in the flood plain.
9. Location of Nearest Dwelling: There are no dwellings
located within 500 feet of the treatment plant.

Page Two
10. Receiving Stream or Affected Surface Waters: Proposed:
Option 1 - Pinch Gut Creek; Option 2 - Clarks Creek
a. Classification: C
b. River Basin and Subbasin No.: Catawba; 03 08 35
c. Describe receiving stream features and pertinent
downstream uses: Both proposed receiving streams
contained a good flow on the inspection date. The Town
of Maiden's discharge (N00039594) is immediately
downstream of both proposed discharges.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of Wastewater: 0o Domestic
100% Industrial
a. Volume of Wastewater: 1.0 MGD (Design Capacity)
b. Types and quantities of industrial wastewater:
Approximately 1.0 MGD of wastewater is produced from
the dyeing, bleaching and finishing of fabric (cotton
and synthetic).
c. Prevalent toxic constituents in wastewater: Prevalent
constituents that may be toxic are chlorides, sulfates,
copper and chlorine bleach. The facility has failed
all chronic toxicity testing since July, 1988. A
Special Order by Consent has been drafted and sent to
the facility, but has yet to be signed.
d. Pretreatment Program (POTWs only): N/A
2. Production Rates (industrial discharges only) in Pounds:
The plant is producing approximately 70,000 lbs/day.
3. Description of Industrial Process (for industries only) and
Applicable CFR Part and Subpart: The industrial process
consists of dyeing and bleaching of cotton and synthetic
fabrics. CFR Part 410 Textile Mills; Subpart E: Knit
Fabric Finishing
4. Type of Treatment (specify whether proposed or existing):
The existing facilities consist of a heat exchanger, a bar
screen, dual aeration basins, dual secondary clarifiers,
flow equalization pond, post aeration and disinfection
facilities. Sludge dewatering equipment is also available.
5. Sludge Handling and Disposal Scheme: Sludge is disposed of
by land application with in-house equipment (terra-gator) on
Delta Mills property and adjacent pastureland owned by the
Jenkins family. The non -discharge permit number is 7120R2.
6. Treatment Plant Classification: Less than 5 points; no
rating (include rating sheet). Class III

Page Three
7. SIC Code(s): 2253, 2254
Wastewater Code(s):
Primary: 02
Secondary:
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grants
Funds (municipals only)? No
2. Special monitoring requests: No
3. Additional effluent limits requests: No
4. Air Quality and/or Groundwater concerns or hazardous waste
utilized at this facility that may impact water quality, air
quality or groundwater? No Air quality, goundwater or
hazardous waste concerns are expected.
5. Other: N/A
PART IV - EVALUATION AND RECOMMENDATIONS
The applicant, Delta Mills, Inc., has requested a relocation
of its discharge from the present receiving stream (Shady Branch)
to one of two proposed locations - Pinch Gut Creek or Clarks
Creek. They also are requesting that each proposed discharge
location have a waste load allocation prepared for 0.75, 1.0 and
1.25 MGD (request forthcoming).
There do not appear to be any problems associated with
moving the discharge to either of the proposed locations.
However, the facility has failed every chronic toxicity test
since July, 198k and Clarks Creek would provide a greater
dilution factor. Also, the distance between the proposed Pinch
Gut discharge to the Clarks Creek discharge is approximately
200-300 yards and the difference in dilution from the discharge
location to the other is quite substantial.
Either proposed discharge location would be suitable for
discharge, however, this Office would want to review the final
waste load allocation before recommending one site over the
other.
/i' qfq
n
Signature of Report PrJparer Date
/2; /// �2
v
Water Qualit e ional Supervisor Date

•
1
3
3937
•
2_~_riW J
3934
32'30"
•
•�
!!!! PROPOSED SITE !!!!
"IOCA'I`I MAP"
Delta Mills, Inc.
Maiden, Plant
Maiden, N. C. Catawba Co.
8-30-90
Discharge 002.
Lat. 35 - 34 - 36
Long. 81 - 14 - 25
(Clack's Ck. - Option #2)
w
!!!! PROPOSED SITE !!!!.
"LOCATION .MAP"
Delta Mills, Inc.
Maiden Plant Catawba Co.
Maiden, N. C.
8-30-90
Discharge 001
Lat. 35.7 34 - 38
Long. 81.- 14 - 13
(Pinaz Gait Ck. Option
#1)
C
•

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
-1-
WASTELOAD ALLOCATIONS
:DELTA MILLS, INC.
:NC0006190
:100% INDUSTRIAL
:EXISTING
:MODIFICATION
:CLARK CREEK
:C
:030835
:CATAWBA
:MRO
:BARD
:12/3/90
:E14NW
N. C. DEPT. OF NATU
RAL
RESOURCES AND
cox! AtUNIT I' DEVELOPMENT
APR — 1 1991
WLA# 5957A
OIrISI H fl, f ; ;14,,;; ;fiA MANAGEMEf
6LOREs lief IECIONAL OFFICE
7
APR
PERMITS & ENC;11'a'EERI 16
Stream Characteristics:
USGS #02143224 i0 Date 9/89
Drainage Area: 68.6 sq.mi.
Summer 7Q10: 12 cfs
Winter 7Q10: 22 cfs
Average Flow: 80 cfs
30Q2: 39 cfs
Wasteload Allocation Summary
DELTA MILLS REQUESTING TWO RELOCATION OPTIONS 8 QWS OF 0.75, 1.0, AND
1.25 MGD. RELOCATION INTO CLARK CREEK JUST ABOVE MAIDEN WWTP. FACILITY
INTERACTS WITH MAIDEN WWTP AND NEWTON-CLARK CREEK WWTP. ENTIRE CLARK CREEK
BASIN MODELLED TOGETHER WITH ALL DISCHARGERS INCLUDED.
*COPPER DISCHARGE EXCEEDS ALLOWABLE CONC. FOR ALL QWS AT BOTH RELOCATION
SITES. COPPER REDUCTION EFFORTS SHOULD BE A PERMIT CONDITION.
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 fits into basinwide plan)
Recommended by:
Reviewed by //
Instream Assessment: / l / 1C \x\ J/Y-cte-lQ Sl----
k V1 :
Regional Supervisor: ,d
Permits & Engineering:
RETURN TO TECHNICAL SERVICES BY:
APR 25 1991
Date:_3/21/91_
Date: 4O0/
Date: Date: c(2r1qq
£(

Existing Limits
Wasteflow (MGD) :
BOD5 (mg/1) :
NH3N (mg/1) :
DO (mg/1) :
Tot. Sus. Residue (#/day):
pH (SU):
COD (#/day):
Sulfide (#/day) :
Phenols (#/day) :
Recommended Limits
Wasteflow (MGD) :
BOD5 (#/day) :
NH3N (mg/1) :
DO (mg/1) :
TSS (#/d) :
pH (SU) :
COD (#/day):
Sulfide (#/day) :
Phenols (#/day) :
Tot. Res. Chlorine (ug/1):
-2-
CONVENTIONAL PARAMETERS
Daily Average
Summer/Winter
1.0
Daily Maximum
20 40
3 6
5 5
763 1526
6-9
3500 7000
7.0 14.0
3.5 7.0
Monthly Average
Summer/Winter
Q %5
162.5(BPT)
3.0(AT)
5 (WQ)
708.5 (BPT)
6-9 (WQ)
1300(BAT)
6.5(BPT)
3.25(BPT)
Daily Maximum
325.0(BPT)
1417.0(BPT)
2600(BAT)
13.0(BPT)
6.5(BPT)
Limits Changes Due To: Parameter(s) Affected
Instream Data
Ammonia Toxicity
Chlorine
Nutrient Sensitive Waters
HOW
New 7Q10 flow data
Special Modeling Studies
New facility information
Other
NH3
(explanation of any modifications to past modeling analysis
including new flows, rates, field data, interacting discharges, etc.)
(See page 4 for Miscellaneous and special conditions if apply)

-3-
TOXICS
Toxicity Limit Monitoring Schedule
Existing Limit: 89% Chronic/Ceriodaphnia/Qrtrly
Recommended Limit: 9% Chronic/Ceriodaphnia/Qrtrly
Toxics or metals limits
Existing Limits Daily Maximum
Cadmium (ug/1) :
Chromium r^,( 2
Copper (ug/l) :
Nickel (ug/1) :
Lead (ug/1) :
Zinc (ug/1) :
Cyanide (ug/1) :
Phenols (ug/1) :
Mercury (ug/1) :
Silver (ug/1) :
Chlorine (ug/1) :
Recommended Limits
0.055
Monthly Average Daily Maximum
Cadmium (ug/1) :
Chromium (#/day) : 3.25(BPT)
Copper (ug/1) : monitor
Nickel (ug/1) :
Lead (ug/1) :
Zinc (ug/l) : monitor
Cyanide (ug/l) :
Phenols (ug/1) :
Mercury (ug/1) :
Silver (ug/1) :
Chlorine (ug/1) :
Limits Changes Due to:
6.5
Parameter (s) Affected
Change in 7Q10 data
Change in stream classification
Relocation of discharge Cr
Change in wasteflow Cr
New pretreatment information
Failing toxicity test
Other
(onsite toxicity study, interaction, etc.)

-4--
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Miscellaneous information pertinent to the renewal or new permit for this
discharge. Include relationship to the Basinwide management plan.
INSTREAM MONITORING REQUIRMENTS:
Upstream: Y Location: 100 FT. UPSTREAM OF DISCHARGE
Donwstream: Y Location: 300 FT. DOWNSTREAM OF DISCHARGE
Special Instream monitoring locations or monitoring frequencies:
SPECIAL INSTRUCTIONS OR CONDITIONS
MONITOR FOR TEMPERATURE, DO, FECAL COLIFORM, AND CONDUCTIVITY.
SCHEDULE REQUIREMENTS:
(for P&E or region to recommend time frame for implementing new limits)
ADDITIONAL "REVIEWER" COMMENTS:
Additional Information attached? (yes or no) If yes, explain attachments.

10/89
Facility Name
A//, Af,./4
Permit # /VC400 4/90
CHRONIC TOXICITY TESTING REQUIREMENT (QR'1'RLY)
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 9 % (defined as treatment two in the North Carolina procedure
document).. The permit holder shall perform quarterly monitoring using this procedure to establish
compliance with the permit condition. The. first test will be performed after thirty days from
issuance of ibis permit during the months of /tiog. 7/41 lee Ie . Effluent
sap four this testing shall be performed at the NPDES permitted final effluent discharge below
processes.
•
All toxicity testing results required as part of this permit condition will be entered on the Effluent
DiscbargeMonitoring Form (MR-1) for the month in which it was performed, using the parameter
code J?GP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences 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 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 single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
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.
7Q10 cfs
Permited Flow 0. 7. MGD Recom fended by:
IWC% 7
Basin & Sub -basin en5 3.7
Receiving Stream C/, Cest /C
County `:4'�'AIb 4-
'Chronic Toxicity (Ceriodaphnia) P/F at
ie.7zwJ ° ... Condition

Discharger
Receiving Stream
.3UMiv1ER
MODEL FOR DELTA @ 0.75 MGD &
BOD5 DA. MAX OF 156 MG/L
MODEL RESULTS
DELTA MILLS, INC - MAIDEN PLANT
CLARK CREEK
The End D.C. is 5.51 mg/1.
The End CBOD is 15.45 mg/1.
The End NBOD is 7.22 mg/1 ,
Segment 1
Reach 1
Segment 2
Reach 1
Reach 2
Reach 3
Segment 3
Reach 1
Reach 2
Reach 3
Reach 4
Segment 4
Reach 1
Segment 5
Reach. 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
DO ',Min
(rag'/1)
7.
39
WLA WLA WLA
CBOD NBOD DO Waste Flow
Mi lepai nt Reach # (mg/1) (mg/1) (mg/1) (mgd)
0,00 1
5.18 0.60 2
5.55 6.70 4
7.06 0.00
5.17 7.56
1
6
45.00 90.00 0.00 0.00800
45.00 90.00 4.00 0.10000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0,00000
45.00 27.00 6.00 5.00000
45.00 90.00 0.00 0.00800
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
156.00 13.50 5.00 0.75000
63.00 90.00 0.00 1.00000
0.00 0.00 0,00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : DELTA MILLS, INCW MAIDEN PLANT
Receiving Stream : CLARK CREEK Stream Class: C
Summer 7Q10 : 12.0
Design Temperature: 25.0
Subb s1n : 03083E
Winter 7Q10 : 22.0
'LENGTH! SLOPE' VELOCITY 1 DEPTH' Kd 1 Kd I Ka 1 Ka 1 KN I K11 ( K11R 1 K11R
mile 1 ft/mil fps 1 ft Idesignl @20° Idesign' @20° Idesignl 1120° Idesignl @20°
! #
Segment 1 1 1,401 16,701 0.198 ,16 0.35 0,28 6,64 5.95 0,44 0.30 0.44 0.00
Reach 1 1 I I
I I
Segment 2 1 0,301 63.001 0.181 1 0,31 1 0,11 1 0.56 23.63 (21.20! 0,73 1 0.50 1 0,73 1 0,00
Reach 1 1 I I 1 1 1 1 1 I 1
I I
Segment 2 1 0,601 37,001
Reach 2 1 I I
0,159 1 0,36 1 0,53 1 0.42 111,84 1 10,621 0,73 1 0,50 1 0,73 1 0,00
11 1 1 1 1 1 1 ( 1 {
Segment 2 1 1.501 20,101 1,185 (0,65 1 0.38 1 0.30 1 1.69 ( 6,901 0,73 ( 0.50 ( 0,73 1 0,00
Reach 3 1 I I ( I ( I I ! !
I I 1, 1 1 1 1( I 1 I
Segment 3 1 2.101 1.101 10,187 1 1,07 1 0.29 1.0,23 1 2,66 1 2,391 0,44 1 0.30 1 0,44 1 0.00
Reach 1 1 I I f I I 1 { I I I I
I I
Segment 3. 1 1.401 7,101
Reach 2 1 I 1
0,200 1 1,18 1 0.29 1 0.23 1 2.86 1 2.561 0,44 1 0,30 1 0,44 1 0.00
I I 1( 1 1 1 1 1 1 I
Segment 3 1 0.901 7.101 1,229 (1,31 1 0,29 1 0,23 1 3,21 I 2,931 0.44 1 0.30 1 0,44 1 0,00
Reach 3 I 1 I I ! I I ( I I I I
I I
Segment 3 1 1,701 7,101 10,423 1 1,41 1 0.32 1 0.25 1 4,35 1 3,901 0,44 1 0,30 1 0,44 1 0,00
Reach 4 1 I I,
I 1 I! I I I I I I#
Segment 4 1 1.001 27.001 0,129 1 0,41 1 0,40 1 0.31 1 7,01 1 6,291 0.73 1 0.50 1 0,73 1 0,00
Reach l l I 1 I # 1 I # I ! l l
! I 1I I I 1 1 1! I I I
Segment 5 1 0,601 7.101 0.420 1 1,52 1 0,32 1 0,25 1 4,32 1 3.871 0.44 1 0.30 1 0.44 1 0.00
Reach 1! I I 1 1 ( ( 1 1 1 1 I
I I 1 1 1 I 1 1 1 1#
Segment 5 1 1,101 7,1011 10,419 1 1,56 ( 0,31 1 0.25 1 4,31 1 3,811 0,44 1 0,30 1 0,44 1 0,00
Reach 2 I I #
I I I I! I I I I! I
Segment 5 ( 0,021 7.101 0,403 1 1,86 1 0,30 1 0.24 1 4,15 1 3,721 0.44 1 0,30 1 0,44 1 0,00
Reach 3 1 i ( ! I ( I 1 I I ( 1

1 i 1 I 1 1 1 1 i 1 1
-Segment - 5. 1 . 0.041=. 1,10I i10.4•19 1 1.87 1 i.30 1 01,24 1 4.32 1 3.811 0.44 1 0.30 1 0,44 1 0.00 1
. Reach . 11 " I 1 11 1 1 ! 1 1 1 1 I 1 I
I 1 1 1 1 I( 1 1 1 1
Segment 5 1 2,80( 1.101 I0.439 1.90 1 0,31 1 0,24 1 4,52 1 4.051 0.44 0.30 10,44 1 0,00 1
• Reach 5 I 1 I I i 1 1 1 I 1 I 1 1
! I I
Segment 5 1 2.401 7,101
Reach 6 ! 1 1
0,446 1 1,95 1 0.31 1 0,24 (3.11 1 2,191 0.44 1 0,30'1 0,44 1 0,00
1 1 1 1 1 1 1 1 1
1 1 1 1 1( 1 1 1! I I
Segment 5 1 2.501 1,101 0.448 1 1.99 (0.30 1 0.24 1 3.12 1 2.801 0.44 1 0,30 1 0.44 1 0,00
Reach 1( I I I 1 I I I I ( I I
1 1 1 1 1 1 1 1 1 1 1 i
Segment 5 1 0,801 7,101 0,452 1 2.02 1 0.30 1 0,24 1 3.15 1 2,821 0.44 1 0,30 1 0.44 1 0,00
Reach 8
Flow 1 CBOD 1 NGOD 1 D.O. I
I cfs 1 mg/I 1 mg/7 1 m9/1
Segment 1 each 1
Waste 1 0.012 1 45.000 1 90.000 1 0.000
Headwaters I 1.700 1 5.000 1 0.000 1 7.440
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
* Runoff 1 0.000 1 5.000 1 0.000 1 7.440
Segment 2 Reach 1
Waste 1 0.155 1 45.000 1 90.000 1 4.000
Headwaters' 0.100 1 2.000 1 1.000 1 7,440
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
• Run'ofi 1 0.100 1 2.000 1 1.000 1 7.440
Sgme
Waste
Tribu
* R u n
nt 2 Reach 2
I 0.000 1 0.000 1 0.000 1 0.000
tary 1 0.000 1 2.000 1 1.000 1 7.440
o f f 1 0.100 1 2.000 1 1.000 1 7,440
Segment 2
Waste
Tributary
* Runoff
Reach 3
1 0.000 1 0.000 1 0.000 1 0.000
I 0.600 1 2.000 1 1.000 1 7.440
1 0.290 1 2.000 1 1.000 1 7.440
1
S wgm rat 3 Reach 1
Waste: ...;�s r "'
.� � � ( 0.000 1 0.000 1 0.000
Headvaters, I 0.000 1 5.000 1 0.000
Tributary ' 0.000 1 2,000 1 1.000
* RuHof f 1 0.090 1 5.000 1 0,000
3egm€n'1: 3 Reach 2
Wasste 1 0.000
Tri'butary 1 0.000
'n Ruroff 1 0.090
0.000
7.440
7.440
7.440
0.000 1 0.000 1 0.000
2.000 1 '1 . 000 1 7.440
5.000 I 0.000 1 J.440
Segrnan t 3 Reach 3

I ,J . Q (..! iJ I :! Lr 11 U I U . L: °_ J
;Tributary ► 1 600 I,2.000 1 1,000 I 7.440
;;< Runoff I 0.090 1. 5.000 1 0.000 I 7.440
Segment 3 Reach 4
Waste I 7..750
Tributary 1 0.000
• Runoff I 0.090
Segment 4 Reach 1
Waste I 0.012
Headwaters' 0.230
Tributary ... I 0.000
* Runoff 1 0,370
45.000
2.000
5.000
45.000
r s 000
�� 411
2.000
2.000
27,000
1.000
0.000
90.000
1.000
1.000
1.000
6.000
7.440
7.440
0.000
7.440
7.440
7.440
Segme 'lt 5 Ruch 1
Waste 10, 000 1 0.000 1 0.000 1 0.000
Headwaters' 0.000 1 5.000 1 0.000 I 7.440
Tributary I 0.000 1 2.000 I 1.000 1 7.440
• Runoff I 0.090 I 5.000 1 0.000 I 7.440
Segme vt 5 Reach 2
Waste I 0.000 1 0.000 I 0.000 1 0.000
Tributary I 0.800 1 2.000 1 1.000 I 7.440
• Runoff I 0.090 1 5.000 I 0.000 1 7.440
Segment 5 Reach 3
Waste' I 0.000 1 0.000 1 0.000 I 0.000
Tributary I 5.400 I 2.000 1 1.000 1 7.440
* Runoff I 0.090 1 5.000 1 0.000 I 7.440
Segment 5 Reach 4
Waste I 1. 1 53 1156.000 1 13.500 1
Tributary I 0.000 I 2.000 1 1.000 I
m Runoff I 0.090 1 5.000 1 0.000 I
Waste
55l a s t e
Tribu
* Run
5.000
7.440
. r " 440
nt 5 Reach 5
I 1.550 1 63.000 1 90.000 I 0.000
tary I 0.000 I 2.000 I 1.000 1 7.440
off 1 0.090 I 5.000 1 0.000 I 7.440
Segment 5 Reach 6
Waste I 0.000 1
Tributary 1 1.600 I
* Runoff I 0.090 I
0.000 1 0.000 1 0.000
2.000 1 1.000 1 7.440
5.000 1 0.000 1 7,440
Segment 5 Reach 7
Waste I 0.000 1 0.000 1 0.000 I 0.000
Tributary 1 0.740 I 2.000 I 1.000 1 7.440
• Runoff I 0.090 I 5.000 I 0.000 I 7.440
Segmelnt 5
Waste
TribLtary
* Runoff
Reach 6
1 0.000 I 0.000 I 0.000 1 0.000
I 0.900 1 2.000 I 1.000 1 7.440
I 0.090 I 5.000 1 0.000 I 7.440

, • z. >• R ino'f f f low v s i n. ofsimile
5eg # I Reach # ( Seg frii I D.O. I CLOD
'1 1 0.00 7.39 5.29
1 1 0.10 7.49 5.23
1 1 0.20 7.57
J . 5 7 5. 1 8
1 1 0.30 f .644 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
3 1 0.30 7.56 4.59
3 1 0.40 7.54 4.55
UI1MEf
MODEL FOR DELTA
BODS DA. MAX OF
ND00 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
2.90 3.12
2.85 3.13
@ 0.75 is'l G D &
156 lv1G /l._

3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3 J
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3 3
3
3 4
3 4
3 4
3 4
3 4
3 4
3 4
3 4
3 4
3 4
3
1
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
3
3
3
3
4
4
4
4
4
4
4 1'
0.60 7,50 4.47 2.75 3. 1 5
0.70 7.49 4.43 2.70 3. 1 6
0.80 7.47 4.38 2.66 3 . 1 6
0.90 7.46 4.34 2.61 3.17
1.00 7.45 4.31 2.57 3.18
1.10 7.45 4.27 2.52 3.19
1.20 7,44 4.23 2.48 3.20
1.30 7.44 4.19 2.44 3.21
1.40 7.43 4.15 2.39 3.22
1.50 7.43 4.11 2.35 3.23
1.60 7.43 4.08 2.31 3.24
1.70 7.43 4.04 2.27 3.25
1.80 7.43 4.01
2.24
3.25
1.90 7.44 3.97 2.20 3.26
2.00 7.44 3.94 2.16 3.27
2.10 7.44 3.90 2.12 3.28
2.20 7.44 3.87 2.09 3.29
2.30 7.45 3.83 2.05 3.30
2.40 7.45 3.80 2.02 3.31
2.50 7.46 3.77 1.98 3.32
2.60 7.46 3.73 1.95 3.33
2.70 7.47 3.70 1.92 3.34
2.70 7.46 3.37 1.74 4.14
2.80 7.48 3.35 1.71 4.14
2.90 7.49 3.32 1.69 4.15
3.00 7.51 3.29 1.66 4.16
3.10 7.52 3.27 1.63 4.17
3.20 7.53 3.24 1.61 4.18
3.30 7.55 3.22 1.58 4.19
3.40 7.56 3.19 1.56 4.20
3.50 7.57 3.17 1.54 4.21
3.60 7.58 3.15 1.51 4.22
3.70 7.59 3.12 1.49 4.23
3.80 7.60 3.10 1.46 4.23
3.90 7.61 3.07 1.44 4.24
4.00 7.62 3.05 1.42 4.25
4.10 7.63 3.03 1.40 4.26
4.10 7.58 2.75 1.29 5.86
4.20 7.60 2.73 1.27 5.87
4.30 7.62 2.71 1.26 5.88
4.40 7.64 2.69 1.24 5.89
4.50 7.66 2.68 1.22 5.90
4.60 7.67 2.66 1.21 5.91
4.70 7.69 2.64 1.19 5.92
4.80 7.70 2.63 1.18 5.92
4.90 7.72 2.61 1.16 5.93
5.00 7.73 2.59 1.14 5.94
5.00 6.75 26.60 15.78 13.69
5.10 6.63 26.46 15.67 13.70
5.20 6.51 26.32 15.56 13.71
5.30 6.41 26.19 15.45 13.72
5.40 6.31 26.05 15.34 13.73
5.50 6.22 25.92 15.23 13.74
5.60 6.13 25.79 15.13 13.75
5.70 6.06 25.65 15.02 13.76
5.80 5.98 25.52 14.92 13.76
5.90 5.92 25.39 14.81 13.77
6.00 5.86 25.26 14.71 13.78
6.10 5.80 25.13 14.60 13.79
6.20 5.75 25.00 14.50 13.80
6.30 5.70 24.88 14.40 13.81
6.40 5.66 24.75 14,30 30 13.82
6,50 5.62 24.62 14.20 13.83
6.60 5.59 24.50 14.10 13.84
6.70 5.55 24.37 14.00 13.85

1
1
2
2
2
2
2
2
2
2
9
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
5
5
U . 0 1.J
0.10
0.20
0,30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.60
0.70
0.80
0.90
1.00
1.10
1.20
1,30
1.40
1.50
1.60
1.70
1.80
1.90
2.00
2.10
2.20
2.30
2.30
2.30
2.30
2.31
2.31
2.31
2.31
2.31
2.32
2.32
2.32
2.32
2.32
2.33
2.33
2.34
2.34
2.34
2.35
2.35
2.36
2.36
2.36
2.46
2.56
2.66
2.76
2.86
2.96
3.06
7 23
7..'3i5
7.45
7.53
7.59
7.64
7.68
7.72
7.75
7.78
5.65
5.62
5.60
5.57
5.55,
5.54
5.52
5.62
5.61
5.60
5.59
5.59
5.58
5.58
5.58
5.58
5.58
5.58
5.5E
5.58
5.59
5.59
5.60
5.60
5.61
6.08
6.08
6.08
6.08
6.08
6.08
6.08
6.08
6.08
6.08
6.08
6.03
6.03
6.03
6.03
6.02
6.02
6.02
6.02
6.02
6.02
6.02
5.63
5.60
5.58
5.56
5.54
5.52
5.51
5.50
3.84
3.55
3.33
3.14
2.99
2.86
2.74
2.64
2.55
2.47
23.44
23.32
23.21
23.09
22.97
22.85
22.74
21.65
21.54
21.44
21.33
21.22
21.11
21.01
20.90
20.80
20.69
20.59
20.49
20.38
20.28
20.18
20.08
19.98
19.88
15.25
15.25
15.25
15.25
15'.25
15.24
15.24
15.24
15.24
15.24
15.24
22.66
22.66
22.66
22.65
22,65
22.64
22.64
22.63
22.63
22.63
22.62
25.28
25.16
25.05
24.93
24.82
24.71
24.59
24.48
4.78
4.19
3.73
3.35
3.04
2.78
2.56
2.37
2.20
2.06
13.50
13,40
13.31
13.21
13.12
13.03
12.94
12.31
12.23
12.14
12.06
11.97
11.89
11.81
11.72
11.64
11.56
1 1 .48
1 1 .40
11.32
11.24
11.16
11.08
11.01
10.93
8.36
8.36
8.36
8.36
8.35
8.35
8.35
8,35
8.35
8.35
8.35
8.62
8.62
8.61
8.61
8.61
8.61
8.61
8.60
8.60
8.60
8.60
13.95
13.86
13.77
13.68
13.59
13.50
13,41
13.32
0.28
0.:32
0,35
0.39
0.43
'0.46
0.50
0.54
0.58
0.61
14.46
14.47
14.48
14.48
14.49
14.50
14.51
15.31
15.32
15.33
15.34
15.35
15.3E
15.37
15.37
15.38
15.39
15.40
15.41
15.42
15.43
15.44
15.45
15.46
15.46
20.86
20.86
20.87
20.87
20.87
20.87.
20.87
20.87
20.87
20.87
20.87
22.03
22.03
22.03
22.03
22.03
22.03
22.03
22.03
22.03
22.03
23,58
23.59
23.60
23.61
23.62
23.63
23.64
23.65

Y
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
6
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
3.26
3.36
3.46
3.56
3.66
3.76
3.86
3.96
4.06
4,16
4.26
4.36
4.46
4.56
4.66
4.76
4.86
4.96
5.06
5.16
5.16
5.26
5.36
5.46
5.56
5.66
5.76
5.86
5.96
6.06
6.16
6.26
6.36
6.46
6.56
6.66
6.76
6.86
6.96
7.06
7.16
7.26
7.36
7.46
7.56
7.56
7.66
7.76
7.86
7.96
8.06
8.16
8.26
8.36
8.46
8.56
8.66
8.76
8.86
8.96
9.06
9,16
9.26
9.36
9.46
5�.48
5.47
5.46
5.46
5.45
5.45
5.45
5.45
5.45
5.45
5.46
5.46
5.46
5.47
5.47
5.48
5.48
5.49
5.50
5.51
5.63
5.59
5.55
5.52
5.48
5.45
5.42
5.40
5.37
5..35
5.33
5.31
5.29
5.27
5.26
5.25
5,23
5.22
5.21
5.20
5.20
5.19
5.18
5.18
5.17
5.24
5.24
5.24
5.24
5.24
5.24
5.24
5.24
5.24
5.25
5.25
5.26
5.26
5.27
5.27
5.28
5.28
5.29
5.30
5.30
24.26
24.15
24.04
23.93
23.82
23.71
23.60
23.50
23.39
23.28
23.18
23.07
22.97
22.86
22.76
22.66
22.55
22.45
22.35
22.25
20.97
20.88
20.79
20.70
20.60
20.51
20.42
20.33
20.24
20.15
20.06
19.97
19.88
19.80
19.71
19.62
19.53
19.45
19.36
19.27
19.19
19.10
19.02
18.93
18.85
18.38
18.30
18.22
18.14
18.06
17.98
17.90
17.82
17.74
17.66
17.59
17.51
17.43
17.36
17.28
17.20
1 7 . 1 3
17.05
16.98
16.91
13.15
13.07
12.98
12.90
12.81
12.73
12.65
12.5?
12.48
12.40
12.32
12.24
12.16
12.08
12.01
11.93
11.85
11.77
11.70
11.62
10.95
10.88
10.81
10.75
10.68
10.61
10.54
10.47
10.41
10.34
10.28
10.21
10.14
10.08
10.02
9.95
9.89
9.83
9.76
9.70
9.64
9.58
9.52
9.46
9.40
9.16
9.10
9.04
8.99
8.93
8.87
8.82
8.76
8.71
8.65
8.60
8.54
8.49
8.43
8.38
8.33
8.28
8.22
8.17
8.12
23.66
23.67
23.68
23.69
23.70
23 . 7 1
23.72
23.73
23.74
23.74
23.75
23.76
23.77
23.78
23.79
23.80
23.81
23.82
23.83
23.83
25.43
25.44
25.45
25.46
25.47
25.48
25.49
25.50
25.51
25.52
25.52
25.53
25.54
25.55
25.56
25.57
25.58
25.59
25.60
25.61
25.61
25.62
25.63
25.64
25.65
26.39
26.40
26.41
26.42
26.43
26.44
26.44
26.45
26.46
26.47
26.48
26.49
26.50
26.51
26.52
26.53
26.53
26.54
26.55
26.56

7
5 7
5 7
5 7
5 8
5 8
5 8
5 8
5 8
5 8
5 8
5 8
5 u
I Seg # 1 Reach %
0.66
9.76
9.86
9.96
10.06
10.06
10.16
10.26
10.36
10.46
10.56
10.66
10.76
10.86
Seg Mi
`7 • TT I 0 < .:i (3.,J1
5032 16.76 8.02
5.33 16.68 7.97
5.34 16.61 7.9 3
5.35 16.54 7.87
5.35 16.47 7.82
5.42 15.99 7.59
5.43 15.92 7.54
5.44 15.85 7.50
5.45 15.79 7.45
5.46 15.72 7.40
5.48 15.65 7.36
5.49 15.58 7.31
5.50 15.51 7.27
5.51 15.45 7.22
D.O. I CBOD 1 NBOD
26.58
26.59
26.60
26.61
26.62
27.52
27.52
27.53
27.54
27.55
2 7 ."5 6
27.57
27.58
27.59
Flow

RECEIVING STREAM:
Class:
PER
t
kr-.
0
FNei EAT* NAME:..-D
Facility Status: (EXISTING) PROPOSED
(circle one)
Permit Status: RENEWAL
(circle one)/
Major
Pipe No -
Minor
00
Design Capacity (MGD)-
Domestic (% of Flow) -
Industrial (% of Flow):
Coiam.nts• C'�42 g'
0 /14
S WASTE LOAD ALLOCATION
UNPERMFITED NEW
.ee
5, /,
a- d 1, e S NI G15,
Cji%uliZ 15 rA.t.
Sub -Basin•
Reference USGS Quad: E / Lt-S frV
County: C-aJ`(4-)
Regional Office: As Fa
(ctrclo •se)
Requested By:
SQl t/n/yue- 61c.0-AR
Prepared By;,. `i-7
Reviewed By: &Al&
(please attach)
Wa WI WS
Date:
Date•
Date:
/2/3/ 9
Modeler
Date Rec. s 1 1
iL3 3o S9S 1:11
/ �
Drainage Area (mil) '/'6 Avg. Streamflow (cfs)•
7Q10 (cfs) "'? --Winter 7.Q10 (cfs) ZZ 30Q2 (cfs)
Toxicity Limits: IWC• // % (circle one) Acute Chronic�
Instream Monitoring:
Parameters ��2� //c3
Upstream Location
Downstream _1._ Location
3f
; nu n en -Pact`/ Mlay-e US-Q v UP
LGc) 1 C"ejlLAo uJ = /, 0 /?
Effluent
Character( ice
7
/Llah�
/6 a, r
Gr�,�1.O�X )
3:2S 0 �-/P
BOD 5 ( j4ij -V
NH3 N (mg/1)
3,0 647)
D.O. (mg/I)
S— (wV
TSS kers54ir
• 708, 5'
M/ % CAP 1
F. Col. (/ 100m1)
pH (SU)
6-9 0w4)
C OL 7
/3o v
0600 (5,47-)
,, , 1)
6,5-
/3. 0. ( 7)
, (#/)
3, 2
6, S" (,?r'T
av arr1(
_ 3,25
�,s--(�'f'7'
11.

-1-
Facility Name
NPDES No.
Type of Waste
Facility Status
Permit Status
Receiving Stream
FACT SHEET FOR WASTELOAD ALLOCATIONS
:DELTA MILLS, INC.
:N00006190
:100% INDUSTRIAL
:EXISTING
:MODIFICATION
:CLARK CREEK
Stream Classification:C
Subbasin
County
Regional Office
Requestor
Date of Request
Topo Quad
:030835
:CATAWBA
: MROAA
:BARONA
:12/3/90
:E14NW
WLA#. C. 5
CE RNA cif
CES AND
OMMUNITY DEVELOMfrWT
APR - 1 1991
UIVIS!OH OF ENV!RONAIE;;TAI ;:AN Gs.ENT
MOORESVILLE REGIONAL OFFICE
Stream Characteristics:
USGS #0214322400 Date 9/89
Drainage Area: 68.6 sq.mi.
Summer 7Q10: 12 cfs
Winter 7Q10: 22 cfs
Average Flow: 80 cfs
30Q2: 39 cfs
Wasteload Allocation Summary
DELTA MILLS REQUESTING TWO RELOCATION OPTIONS @ QWS OF 0.75, 1.0, AND
1.25 MGD. RELOCATION INTO CLARK CREEK JUST ABOVE MAIDEN WWTP. FACILITY
INTERACTS WITH MAIDEN WWTP AND NEWTON-CLARK CREEK WWTP. ENTIRE CLARK CREEK
BASIN MODELLED TOGETHER WITH ALL DISCHARGERS INCLUDED.
*COPPER DISCHARGE EXCEEDS ALLOWABLE CONC. FOR ALL QWS AND RELOCATION SITES.
COPPER REDUCTION EFFORTS SHOULD BE A PERMIT CONDITION.
(approach taken, correspondence with region, EPA, etc.)
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 fits into basinwide plan)
Recommended
Reviewed by
Instream Assessment:
LicaL
by:
Regional Supervisor:1)
Permits & Engineering:
Ct‘c,‘
RETURN TO TECHNICAL SERVICES BY:
APR 25 1991
Date:_3/21/91_
Date : 4a5/4/
Date: `-iIlll319 1
Date: `,...l'l i'

-2-
Existing Limits
Wasteflow (MGD) :
BOD5 (mg/1) :
NH3N (mg/1) :
DO (mg/1) :
Tot. Sus. Residue (#/day):
pH (SU) :
COD (#/day) :
Sulfide (#/day) :
Phenols (#/day) :
Recommended Limits
Wasteflow (MGD) :
BOD5 (#/day) :
NH3N (mg/1):
DO (mg/1) :
TSS (#/d) :
pH (SU) :
COD (#/day) :
Sulfide (#/day) :
Phenols (#/day) :
Tot. Res. Chlorine (ug/1):
CONVENTIONAL PARAMETERS
Daily Average
Sumner/Winter
1.0
Daily Maximum
20 40
3 6
5 5
763 1526
6-9
3500 7000
7.0 14.0
3.5 7.0
Monthly Average
Summer/Winter
1.0
162.5(BPT)
3.0(AT)
5 (WQ)
708.5 (BPT)
6-9(WQ)
1300 (BAT)
6.5(BPT)
3.25(BPT)
Daily Maximum
325.0(BPT)
1417.0(BPT)
2600 (BAT)
13.0(BPT)
6.5(BPT)
Limits Changes Due To: Parameter(s) Affected
Instream Data
Ammonia Toxicity
Chlorine
Nutrient Sensitive Waters
HOW
New 7Q10 flow data
Special Modeling Studies
New facility information
Other
NH3
(explanation of any modifications to past modeling analysis
including new flows, rates, field data, interacting discharges, etc.)
(See page 4 for Miscellaneous and special conditions if apply)

-3-
Toxicity Limit
Existing Limit
Recommended Limit
Existing Limit
Cadmium
Chromium
Copper
Nickel
Lead
Zinc
Cyanide
Phenols
Mercury
Silver
Chlorine
TOXICS
Monitoring Schedule
: 89% Chronic/Ceriodaphnia/Qrtrly
: 11% Chronic/Ceriodaphnia/Qrtrly
(ug/1) :
(ug/1).v-%5IJ.
(ug/1) :
(ug/1) :
(ug/1) :
(ug/1) :
(ug/1) :
(ug/1) :
(ug/1) :
(ug/1) :
(ug/1) :
Recommended Limits
Toxics or metals limits
Daily Maximum
0.055
Monthly Average
Cadmium (ug/1) :
Chromium (#/day) : 3.25(BPT)
Copper (ug/1) : monitor
Nickel (ug/1) :
Lead (ug/1) :
Zinc (ug/1) : monitor
Cyanide (ug/1) :
Phenols (ug/1) :
Mercury (ug/1) :
Silver (ug/1) :
Chlorine (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 Maximum
6.5
Parameter(s) Affected
Cr
Cr

-4-
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Miscellaneous information pertinent to the renewal or new permit for this
discharge. Include relationship to the Basinwide management plan.
INSTREAM MONITORING REQUIRMENTS:
Upstream: Y Location: 100 FT. UPSTREAM OF DISCHARGE
Donwstream: Y Location: 300 FT. DOWNSTREAM OF DISCHARGE
Special Instream monitoring locations or monitoring frequencies:
SPECIAL INSTRUCTIONS OR CONDITIONS
MONITOR FOR TEMPERATURE, DO, FECAL COLIFORM, AND CONDUCTIVITY.
SCHEDULE REQUIREMENTS:
(for P&E or region to recommend time frame for implementing new limits)
ADDITIONAL "REVIEWER" COMMENTS:
Additional Information attached? (yes or no) If yes, explain attachments.

10/89
Facility Nance
/AM, RA
Permit ## 4Vc-066 6/P )
CHRONIC TOXICITY TESTING REQUIREMENT (QR'1'RLY)
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 1/ % (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform Quarterly monitoring using this procedure to establish
compliance with the permit condition. The. first test will be performed after thirty days from
issuance of this permit during the months of AW. oviti sEi AEz • . Effluent
sampling for this testing shall be performed at the NPDES permitted final effluent discharge below
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 parameter
code Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences 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 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 single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
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.
7Q10 / 2 cfs
Permtted Flow /•a MGD Recommended by:
IWC% 11
Basin & Sub -basin era 3s'
Receiving Stream Cm.% Cratc-
County C¢t,*.,44
ate
*'Chronic Toxicity (Cerioda phnia) 1'/F at P. 1 /g'iJSd'h _DAL . See ' =�' --�- � Condition ..---

PER I
FACILITY NAME•
Facility Status:
(circle ore)
Permit Status:
(circle one)j
Major
Pipe No-
Do
Datirmso
EFf
S WASTE LOAD ALLOCATION
RENEWAL NOriCATION) uNPERMirrED NEW
Minor
/0MG)
Design Capacity (MGD)• '
Domestic (% of Flow) -
Industrial (X of Flow):
Comments: G'4C� lL s
Q(
RECEIVING STREAM: C- '5 l
100
Class:
5
Sub -Basin -
Reference UJSGS Quad: E I LFS vV
County-
%
U3-0`,3^3_
Regional Office: As Fa
(circle •..)
Requested By:
Prepared B
Reviewed
y:
l,DQ(GL 'I
5,
(please attach)
Wa WI WS
Date:
Date•
4 t c hAfg" Date:
93, .5py, x
02
Modeler
Date Rec.
0-
iZ 3 fo S9S7�
Drainage Area (mil) `°w' ' Avg. Streamflow (cfs)- 7°
7Q10 (cfs) �'° Winter 7Q10 (cfs) ZZ 30Q2 (cfs) 3V
Toxicity Limits: IWC' /1 X (circle on.) Acute Chronic •}
Instream Monitoring: Parameters �'-L4 �/ /�
Upstream 1 Location
Downstream
��Ilu1ctht,•.P 1)
-(3 kit 1,0jxt)(vkt
Location 3db ._►«.
Cc` `title e L6e
eck
Effluent
Character(stics
/yoh►�7 �j -
0)451,41-X
BOD5 (war
A02,
3, 5:0 (fir'r)
NH3 N (mg/1)
3,0 (ST)
D.O. (mg/1)
S C/.) 9
TSS (
-70S', .5 -
H/ 7 63
f-It4- L+/ :. , , ` .L'
,2O
pH (SU)
/ail'
6— 9 C ,49
Co (
/30o
Zcoo (,7)
4-4,( ) ,
6,5-
/3, Q. (49IF'd
t#74!V
Y, .2 s—
6 „ 5-
C vy4707 ( J
3„tom
6, 3- Wr
Comments:
(Jul
oTt,l r, v
vi1A-em005

Facility Name
NPDES No.
Type of Waste
Facility Status
Permit Status
Receiving Stream
Stream Classification
Subbasin
County
Regional Office
Requester
Date of Request
Topo Quad
-1-
FACT SHEET FOR WASTELOAD ALLOCATIONS
:DELTA MILLS, INC.
:NC0006190
:100% INDUSTRIAL
:EXISTING
:MODIFICATION
:CLARK CREEK
:C
:030835
: CATAWBA
:MRO
:BARONA
:12/3/90
:E14NW
N. C. DEPT. OF NATURAL
RESOURCES AND
COMMUNITY D!?VELOPMr•
WLA# 5957C APR - 1 1991
DIVISION OF ENVMOV ^.? R ":iir
MOORESVILLE RE I NAL OFFICE
Stream Characteristics:
USGS #0214322400 Date 9/89
Drainage Area: 68.6 sq.mi.
Summer 7Q10: 12 cfs
Winter 7Q10: 22 cfs
Average Flow: 80 cfs
30Q2: 39 cfs
Wasteload Allocation Summary
DELTA MILLS REQUESTING TWO RELOCATION OPTIONS @ QWS OF 0.75, 1.0, AND 1.25
MGD. RELOCATION INTO CLARK CREEK JUST ABOVE MAIDEN WWTP. FACILITY INTER-
ACTS WITH MAIDEN WWTP AND NEWTON-CLARK CREEK WWTP. ENTIRE CLARK CREEK
BASIN MODELLED TOGETHER WITH ALL DISCHARGERS INCLUDED.
*COPPER DISCHARGE EXCEEDS ALLOWABLE CONC. FOR ALL QWS @ BOTH RELOCATION
SITES. COPPER REDUCTION EFFORTS SHOULD BE A PERMIT CONDITION.
*SPECIAL NOTE: PDER STAFF OBSERVATION OF DELTA MILLS' DARK COLORED EFFLUENT
AND COLORING OF THE RECEIVING STREAM, TECH SUPPORT RECOMMENDS THE INCLUSION
OF A COLOR MONITORING REQUIREMENT AT EXPANSION QW=1.25 MGD. (SEE ATTACHED)
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 fits into basinwide plan)
Recommended by:
Reviewed by
Instream Assessment:
/2 of
Date:_3/21/91_
Date: _345' //
Regional Supervisor: »/- Date:
Permits & Engineering:
L i.Uti �C
�g'Uilf4A-111\
lak QR-z-/
RETURN TO TECHNICAL SERVICES BY:
APR 251991
Date: 16f I {1

•
Existina Limits
Wasteflow (MGD) :
BOD5 (mg/1) :
NH3N (mg/1) :
DO (mg/1) :
Tot. Sus. Residue (#/day):
pH (SU) :
COD (#/day):
Sulfide (#/day) :
Phenols (#/day) :
Recommended Limits
Wasteflow (MGD) :
BOD5 (#/day) :
NH3N (mg/1):
DO (mg/1) :
TSS (#/d) :
pH (SU) :
COD (#/day) :
Sulfide (#/day) :
Phenols (#/day) :
Tot. Res. Chlorine (ug/1) :
-2-
CONVENTIONAL PARAMETERS
Daily Average
Summer/Winter
1.0
Daily Maximum
20 40
3 6
5 5
763 1526
6-9
3500 7000
7.0 14.0
3.5 7.0
Monthly Average
Summer/Winter
1.25
162.5(BPT)
3.0(AT)
5 (WQ)
708.5(BPT)
6-9(WQ)
1300(BAT)
6.5(BPT)
3.25(BPT)
28 (WQ)
Daily Maximum
325.0(BPT)
1417.0(BPT)
2600 (BAT)
13.0(BPT)
6.5(BPT)
Limits Chancres Due To: Parameter(s) Affected
Instream Data
Ammonia Toxicity
Chlorine
Nutrient Sensitive Waters
HOW
New 7Q10 flow data
Special Modeling Studies
New facility information
Other
NH3
Chlorine limit added
(explanation of any modifications to past modeling analysis
including new flows, rates, field data, interacting discharges, etc.)
(See page 4 for Miscellaneous and special conditions if apply)

-3-
TOXICS
Toxicity Limit Monitoring Schedule
Existing Limit: 89% Chronic/Ceriodaphnia/Qrtrly
Recommended Limit: 14% Chronic/Ceriodaphnia/Qrtrly
Toxics or metals limits
Existing Limits Daily Maximum
Cadmium (ug/1) :
Chromium yA U
Copper (ug/1) :
Nickel (ug/1) :
Lead (ug/1) :
Zinc (ug/1) :
Cyanide (ug/ 1) :
Phenols (ug/1) :
Mercury (ug/1) :
Silver (ug/1) :
Chlorine (ug/1) :
Recommended Limits
0.055
Monthly Average Daily Maximum
Cadmium (ug/1) :
Chromium (#/day) : 3.25(BPT)
Copper (ug/i) : monitor
Nickel (ug/1) :
Lead (ug/1) :
Zinc (ug/1): monitor
Cyanide (ug/1) :
Phenols (ug/1) :
Mercury (ug/1) :
Silver (ug/1) :
Chlorine (ug/1) :
Limits Changes Due to:
6.5
Parameter(s) Affected
Change in 7Q10 data
Change in stream classification
Relocation of discharge Cr
Change in wasteflow Cr
New pretreatment information
Failing toxicity test
Other
(onsite toxicity study, interaction, etc.)

-4-
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Miscellaneous information pertinent to the renewal or new permit for this
discharge. Include relationship to the Hasinwide management plan.
INSTREAM MONITORING REQUIRMENTS:
Upstream: Y Location: 100 FT. UPSTREAM OF DISCHARGE
Donwstream: Y Location: 300 FT. DOWNSTREAM OF DISCHARGE
Special Instream monitoring locations or monitoring frequencies:
•
SPECIAL INSTRUCTIONS OR CONDITIONS
MONITOR FOR TEMPERATURE, DO, FECAL COLIFORM, AND CONDUCTIVITY.
SCHEDULE REQUIREMENTS:
(for P&E or region to recommend time frame for implementing new limits)
ADDITIONAL "REVIEWER" COMMENTS:
Additional Information attached? (yes or no) If yes, explain attachments.

o
DIVISION OF ENVIRONMENTAL MANAGEMENT
Recommendations for Color Monitoring
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.

10/89
Facility Name `((� ��`�-'
Permit # Ak... 004, (9e
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is / % (defined as treatment two in the North Carolina procedure
document). ,The permit holder- shall perform quarter(y monitoring using this procedure to establish
compliance with the permit condition. The. first test will be performed after thirty days from
issuance of this permit during the months of '1RRivil .ree re.. . Effluent
ssaamplingfor.this testing shall be performed at the NPDES permitted final effluent discharge below
des.
All D to deity testing results required as part of this permit condition will be entered on the Effluent
ding Fora (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences 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 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 single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
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.
7Q10 1Z cfs
Pennited Flow / 2f MGD Recommended by:
IWC% /4
Basin & Sub -basin ei 33
Receiving Stream Ciite
County e.e"44
ante' 14
3/t, /
**Chronic Toxicity (Ceriodaphnia) :it
metedr09P >. i
('onciitiun

PERMIT vNCOO 6
FACILITY NAME• 1
Facility Status: (EXIBIV!(3 J PROPOSED
(clrcl. ono)
Permit Status: RENEWAL 1OON UNPERMITTED NEW
(arc's ons) -
Major ✓ Minor.
00/
WASTE LOAD ALLOCATION
No-cE
Pipe No-
Design Capacity (MGD)• 4 0 /14''J
Domestic (% of Flow). -
Industrial (% of Flow):
Comments: rm ry `lit ry 'a ,
, 0 044.4/�/, a5 ,Nt
RECEIVING STREAM:
Class•
Sub -Basin• ? b 35
Reference USGS Quad: a 1 5 W (please attach)
County -
Regional Office: As Fa
(circle •■.)
Requested By:
Wa Wi WS
Date:
Prepared By: / Gw e_
Date: -51/
Reviewed • (JO Date: 5/ :' (
L Ct,
LAI
a—tG• Vi a. Mt)e
Modeler
Date Rec.
2
Drainage Area (mi) ,L Avg. Streamflow (cfs)• v/
7Q10 (cfs) Winter 7Q10 (cfs) ' 30Q2 (cfs) /2`
Toxicity Limits: IWC % (circle on.) Acute
Instream Monitoring:
Parameters
Da
Location
Downstream / Location
eit/0- OW/ ize v6„ed p i/ d4ud-0.14 Woc,t)
Upstream
Effluent
Characteristics
7-.
i%( ��X `c-.
/62,5'(%P )
l) r icri4,4-X ,
32_5 (pi)
BODE (g2 r
NHi N (mg/1)
4,4 6-4-0
D.O. (mg/1)
S (Wy)
TSS (m
70g.s�03p/
/1/7° P-71)
F. Col. (/100m1)
pH (SU)
(-5 (w )
Av EfcP4)
/ 3 D C, "r-)
034-1)
j rch(#lam)
6, s" (rep)
13 (5pr)
PhC,Yures (i/ce�
3,Ls(Pr
6, Cr)
C-1 Vma „..;,h (u /,C,
2)73 (W Q
Comments:

•
•
•
3938
7931
- 7936
•
•
3934
,Jr
• 32'30"
8.1
•
--
!!!! PROPOSED SITE
"L C TION MAP"
Delta Mills, Inc.
Maiden Plant
Maiden, N..C. Catawba Co.
8-30-90 .
Discharge 001
Lat. 35 - 34 - 38
Long. 81 - 14 - 13
(Pinch Gut Cat. - Option #1)
167
•

Facility Name
NPDES No.
Type of Waste
Facility Status
FACT SHEET FOR
:DELTA MILLS, INC.
:NC0006190
:100% INDUSTRIAL
:EXISTING
Permit Status :MODIFICATION
Receiving Stream :PINCH GUT CREEK
Stream Classification:C
Subbasin :030835
County :CAT
Regional Office :MRO
Requestor
Date of Request
Topo Quad
:BARONA
:12/3/90
:E14NW
-1-
WASTELOAD ALLOCATIONS N.C.
WLA# 5956A CD PT: OF N,t.7-rr
GEMENT
L 74:tENT
APR _ 1 1991
MOORf
DIVISIQM OF r. ., r
j,< <r . ; • r N,:l, 7,:
p7il{ irf;/:)L L OFFICE
Stream Characteristics:
USGS #0214321405 Date 9/89
Drainage Area: 26.2
Summer 7Q10: 5.4
Winter 7Q10: 9.4
Average Flow: 61
30Q2: 12
sq.mi.
cfs
cfs
cfs
cfs
Wasteload Allocation Summary
DELTA MILLS REQUESTING TWO RELOCATION OPTIONS @ QWS OF 0.75, 1.0, AND
1.25 MGD. RELOCATION INTO CLARK CREEK JUST ABOVE MAIDEN WWTP. FACILITY
INTERACTS WITH MAIDEN WWTP AND NEWTON-CLARK CREEK WWTP. ENTIRE CLARK CREEK
BASIN MODELLED TOGETHER WITH ALL DISCHARGERS INCLUDED.
*COPPER DISCHARGE EXCEEDS ALLOWABLE CONC. FOR ALL QWS AT BOTH RELOCATION
SITES. COPPER REDUCTION EFFORTS SHOULD BE A PERMIT CONDITION.
(approach taken, correspondence with region, EPA, etc.)
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 fits into basinwide plan)
Recommended by:
Reviewed by
Instream Assessment:
Regional Supervisor: /iflr
Permits & Engineering:
/2A",
Sa�cl�,o�n
‘T,6714,:f
RETURN TO TECHNICAL SERVICES BY:
APR 2 1991
Date:_3/21/91_
Date: 4gJr f C H
Date:(1451(a/
Date:

Existing Limits
Wasteflow (MGD) :
BOD5 (mg/1) :
NH3N (mg/1) :
DO (mg/1) :
Tot. Sus. Residue (#/day):
pH (SU) :
COD (#/day) :
Sulfide (#/day) :
Phenols (#/day) :
Recommended Limits
Wasteflow (MGD) :
BOD5 (#/day) :
NH3N (mg/1) :
DO (mg/1):
TSS (#/d):
pH (SU) :
COD (#/day) :
Sulfide (#/day) :
Phenols (#/day) :
Tot. Res. Chlorine (ug/1):
-2-
CONVENTIONAL PARAMETERS
Daily Average
Summer/Winter
1.0
Daily Maximum
20 40
3 6
5 5
763 1526
6-9
3500 7000
7.0 14.0
3.5 7.0
Monthly Average
Summer/Winter
0.75
162.5(BPT)
4.6(AT)
5 (WQ)
708.5(BPT)
6-9(WQ)
1300 (BAT)
6.5(BPT)
3.25(BPT)
Daily Maximum
325.0(BPT)
1417.0(BPT)
2600 (BAT)
13.0(BPT)
6.5(BPT)
Limits Changes Due To: Parameter(s) Affected
Instream Data
Ammonia Toxicity
Chlorine
Nutrient Sensitive Waters
HOW
New 7Q10 flow data
Special Modeling Studies
New facility information
Other
NH3
(explanation of any modifications to past modeling analysis
including new flows, rates, field data, interacting discharges, etc.)
(See page 4 for Miscellaneous and special conditions if apply)

Toxicity Limit
Existing Limit:
Recommended Limit:
Existing Limits
-3-
TOXICS
Monitoring Schedule
89% Chronic/Ceriodaphnia/Qrtrly
18% Chronic/Ceriodaphnia/Qrtrly
Cadmium (ug/ 1) :
Chromium -(ug/ 1) : mc3fit.
Copper (ug/l) :
Nickel (ug/1) :
Lead (ug/1) :
Zinc (ug/1) :
Cyanide (ug/1) :
Phenols (ug/1) :
Mercury (ug/1) :
Silver (ug/1) :
Chlorine (ug/1) :
Recommended Limits
Toxics or metals limits
Daily Maximum
0.055
Daily Maximum
Cadmium (ug/1) :
Chromium (ug/1) : 283(WQ)
Copper (ug/1) : monitor
Nickel (ug/1) :
Lead (ug/1) :
Zinc (ug/1) : monitor
Cyanide (ug/l) :
Phenols (ug/1) :
Mercury (ug/1) :
Silver (ug/1) :
Chlorine (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.)
Parameter (s) Affected
Cr
Cr

-4-
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Miscellaneous information pertinent to the renewal or new permit for this
discharge. Include relationship to the Basinwide management plan.
INSTREAM MONITORING REQUIREMENTS:
Upstream: Y Location: 100 FT. UPSTREAM OF DISCHARGE
Donwstream: Y Location: 300 FT. DOWNSTREAM OF DISCHARGE
Special Instream monitoring locations or monitoring frequencies:
SPECIAL INSTRUCTIONS OR CONDITIONS
MONITOR FOR TEMPERATURE, DO, FECAL COLIFORM, AND CONDUCTIVITY.
SCHEDULE REQUIREMENTS:
(for P&E or region to recommend time frame for implementing new limits)
ADDITIONAL "REVIEWER" COMMENTS:
Additional Information attached? (yes or no) If yes, explain attachments.

10/89
Facility Name
4#4 14/4
Permit # AlC0606/90
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is /d % (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform quarter(v monitoring using this procedure to establish
compliance wtnth the permit condition. The. first test will be performed after thirty days from
issuance of this permit during the months of Mae AN sew M . Effluent
sampling for thus testing shall be performed at the NPDES permitted final effluent discharge below
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 parameter
code Additionally, DEM Form AT -I (original) is to be sent to the following address:
Attention: Environmental Sciences 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 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 single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
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.
7Q10g cfs
Permtted Flow O. MGD
IWC% /1
Basin & Sub -basin a 3r
Receiving S eam P•iaC 6vh l(
County Clis
Recommended by:
IC
f744i- )2A"ZC_
1/t1/9/
'"Chronic Toxicitv (Ceriodaphnia) J'/l ;:t
Atme,..ft*/ s'eY Der— ; . . .
Condition

Di wch'arger
MODEL RESULTS
SUMMER
MODEL FOR DELTA MILLS IN PINCH
GUT CR. @ 0.75 MGD
DELTA MILLS, INC - MAIDEN PLANT
Receiving Stream = PINCH GUT CREEK
The End D.O. is 5.72 mg/1.
The End COD is 13 . 1 1 mg/1.
The End NBOD is 7.38 mg/1.
Segment 1
Reach 1
Segment 2
Reach 1
Reach 2
Reach 3
Segment 3
Reach 1
Reach 2
Reach 3
Reach 4
Segment 4
Reach 1
Segment 5
Reach 1
Reach 2
Segment 6
Reach 1
Segment 7
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
WLA WLA WLA
DO Min CDC'D NEOD DO Waste Flow
(mg/1) M71ep©int Reach # (mg/1) (mg/1) (mg/1) (mgd)
7.39
0.00 1
5.118 0.60 2
5.55 6.70 4
7.06
5.52
6.88
5.40
0.00
0.60
0.20
5.26
1
3
45.00 90.00 0.00 0.00800
45.00 90.00 4.00 0.10000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
45.00 27.00 6.00 5.00000
45.00 90.00 0.00 0.00800
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
78.00 20.70 5.00 0.75000
0.00 0.00 0.00 0.00000
63.00 90.00 0.00 1.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000

Discharger
**:K MODEL SUMMARY DATA ***
: DELTA MILLS, INC - MAIDEN PLANT
Subbasin : 030835
Receiving Stream : PINCH GUT CREEK Stream Class: C
Summer 7Q10 5.4
Design Temperatur,: 25.0
Winter 7Q 1 0 : 9.4
'LENGTH' SLOPE( VE.LOCITY 1 DEPTH' Kd I Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNR 1 KNR
1 mile 1 ft/mil fps I ft 'design l a20° 'design' >;20° Idesignl @20° Idesignl @20°
1 I 1 1 1 1 1 1 I i
Segment 1 1 1,401 16.101 0.198 1 0.76 1 0.35 1 0.28 1 6,64 1 5.951 0,44 1 0.30 1 0.44 1 0.00
Reach 1 1 1 1 1 1 1 1 1 1 I I
I' I
Segment 2 1 0.301 63.001 1.181 1 0,31 1 0,11 1 0.56 123.63 1 21.201 0.13 1 0.50 1 0.73 1 0,00
Reach 1 1 1 I I I I I I I
Segment 2
Reach 2
1 1 1 i 1 1 1 1
0.601 37.001 ;0.159 1 0,36 1 0.53 1 0.42 111.84 1 10.621 0.13 1 0.50 1 0.73 1 0,00
I I 1 1 1 1 1 I
1 1 1 1 1 1 1 1 1 1 1
Segment 2 1 1.501 20.701 0.185 1 0.65 1 0.38 1 0.30 1 1.69 1 6.901 0.13 1 0.50 1 0.73 1 0.00
Reach 3 1 1 1 1 1 1 1 1 1 1 1 I
1 1 1 1 1 I 1 1 1 1{
Segment 3 1 2,701 7.101 '0,181 1 1.01 1 0.29 1 0.23 1 2.66 1 2,391 0.44 1 0.30 1 0.44 1 0,00
Reach 1 1 1 1 I 1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1
Segment 3 1 1.401 7.101 1,200 1 1.18 1 0.29 1 0.23 1 2.86 1 2,561 0,44 1 0.30 1 0,44 1 0,00
Reach 2 1 1 I
1 I 1 1 1 1 1 1 1 1
Segment 3 1 0.901 7.101 0.229 1 1.31 1 0,29 1 0.23 1 3.27 1 2.931 0.44 1 0.30 1 0.44 1 0.00
Reach 3 I 1 1 1 1 1 1 1 1 1 1
! 1 I 1 1 1 1 1 1 1 1
Segment 3 1 1.701 1.101 0.423 1 1.47 1 0.32 1 0,25 1 4.35 1 3.901 0.44 1 0.30 1 0,44 1 0.00
Reach 4 I 1 1
1 11 1 1!
Segment 4 1 1.001 21,001 0.129 1 0.47 1 0.40 1 0.31 1 7.01 1 6.291 0.73 1 0.50 { 0.73 1 0.00
Reach 1 1 1 I 1 1 1 1 1 1 1 1 I
I 11 I I 1 1 1 1 1 1 !
Segment 5 1 0,601 7.101 0.420 1 1.52 1.0.32 1 0.25 1 4.32 1 3.811 0.44 1 0.30 1 0.44 1 0.00
Reach 1 1 1 I
1 1 1 1 1 1 1 1 1 1 1
Segment 5 1 1.101 1.101 ' 0.419 1 1,56 1 0.31 1 0.25 1 4.31 1 3.811 0.44 1 0.30 1 0,44 1 0.00
Reach 2 I 1 1 1 1 1 1 1 I 1 1 1
1 1 1 1 1 1 1
Segment 6 1 0.201 7.301 0,215 1 1.43 1 0,29 1 0.23 1 3.14 j 2.821 0,44 1 0.30 10.44 j 0.00
Reach 1 i 1 I 1 1 1 1 1 I 1 1 1

,, .I 1. 1 . I I I i I 1
segment 7 1 0,061 7.101 10.420 1 1.87 1 0.30 1 0.24 1 4.32 1 3.811 0.44 ( 0.30 1 0.44 1 0,00
Reach 1 1 1 I
1 1
Segment 7 1 2.801 7.101
Reach 2 1 1
0.439 1 1.90 1 0.31 1 0,24 j 4.52 1 4.051 0.44 1 0.30 1 0.44 1 0.00
I
1
1 I i 1 1 1 1 1 1 1
Segment 7 1 2.401 7.101 0.446 1 1.95 1 0.31 1 0.24 1 3.11 1 2.791 0.44 1 0.30 1 0.44 1 0.00
Reach 3 I 1 1 1 1 1 1 1 1
1 Ii 1 1 1 1 1 1 1 1
Segment 1 1 2.501 7,101 10,448 1 1.99 1 0.30 1 0.24 13.12 1 2.801 0.44 1 0.30 1 0.44 1 0.00
Reach 4 I 1 I 1 1 1 1 1 1 1 1
1 I 11 1 1 1 1 1 1 I
Segment 7 1 0.801 7.101 0,452 1 2.02 1 0.30 1 0.24 1 3.15 1 2.821 0.44 1 0.30 1 0►44 1 0.00
Reach 5 I 1 I 1 1 1 1 1 1 1 1
Flow 1 CBOD 1 NBOD 1 D.O. I
cfs 1 mg/1 1 mg/1 1 mg/1 1
Segment 1 each 1
Wastel 0 . 0 1 2, 1 45.000 1 90.000 1 0.000
Headw,ters 1.700 1 5.000 1 0.000 1 7,440
Tribu+ary 0.000 1 2.000 1 1.000 1 7.440
• Runoff 0.000 1 5.000 1 0.000 1 7.440
Segment 2 Reach 1
Waste 1 0,155 1 45.000 1 90.000
Headwaters I 0.100 1 2,000 1 1.000
Tributary 1 0.000 1 2.000 1 1.000
* Runoff 1 0.100 1 2,000 I 1.000
Segment 2 each 2
Wastel 0.000
Tributary 0.000
* Runoff 0.100
Segment 2 Reach 3
Waste, 1 0.000
Tributary 1 0.600
* Runoff 1 0.290
Segment 3 each 1
Waste ! 0.000
Headwaters 0.000
Tributary 0.000
* Runoff 0.090
Segment 3 each 2
Waste 0.000
Tributary 1 0.800
* Runoff 1 0.090
0.000
2.000
2.000
0.000
2.000
2.000
0.000
5.000
2.000
5.000
0.000
2.000
5.000
0.000
1.000
1.000
0.000
1.000
1.000
0.000
0,000
1.000
0.000
0.000
1.000
0.000
4.000
7.440
7.440
7.440
0,000
7,440
7.440
0.000
7.440
7.440
0.000
7.440
7.440
7,440
0.000
7.440
7.440

Segment 3 Reach. 3
Waste ' I 0.000 I 0.000 1 0.000 I 0.000
Tributary I 1.600 I 2.000 I 1.000 I 7.440
* Runoff I 0.090 I 5.000 I 0.000 I 7.440
Segmeint 3 Reach 4
WasteI 7.750 145.000 127.000 I 6.000
Tributary I 0.000 I 2.000 I 1.000 I 7.440
• Runoff I 0.090 I 5.000 I 0.000 I 7.440
Segment 4 Reach 1
Waste I 0.012 145.000 190.000 I
Headwaters' 0,230 I 2.000 I 1.000 I
Tributary I 0.000 I 2.000 I 1.000 I
* Runoff I 0.370 I 2.000 I 1.000
0.000
7.4440
7.440
7.440
Segment 5 Reach 1
Waste I 0.000 I 0.000 I 0.000 I 0.000
Headwaters' 0.000 I 5.000 I 0.000 I 7.440
Tributary I 0.000 I 2.000 I 1.000 I 7.440
* Runoff I 0.090 I 5.000 I 0.000 I 7.440
3egmeint 5 Reach 2
Waste I 0.000 I 0.000 I 0.000 1 0.000
Tributary I 0.800 I 2.000 I 1.000 I 7.440
* Run;off I 0.090 I 5.000 I 0.000 I 7.440
Segment 6 Reach 1
Waste) I 1.163 170.000 120.700 I 5.000
Headw:atersl 5.400 I 2.000 I 1.000 I 7.440
Tributary I 0.000 I 2.000 I 1.000 I 7.440
* Runoff I 0.000 I 2.000 I 1.000 I 7.440
Segment 7 Reach 1
Waste I 0.000
Headwaters' 0.000
Tributary I 0.000
* Run'off I 0.090
Segment 7 Reach 2
Waste I 1.550
Tributary I 0.000
* Runoff 3 0.090
Segment 7
Waste
Tributary
* Runoff
Segment 7
Waste
Tributary
< Run`off
each 3
0.000
1.600
0.090
each 4
0.000
0.740
0.090
0.000
5.000
2.000
5.000
63.000
2.000
5.000
0.000
2.000
5.000
0.000
2.000
5.000
0.000
0.000
1.000
0.000
90.000
1.000
0.000
0.000
�1.000
j . 0 0 0
0.000
0.000
1.000
0.000
0.000
7.440
7.440
7.440
0.000
7.440
7.440
0.000
7.440
7.440
0.000
7.440
7.440
Segment
4„�a•.;�~a;
Reach 5
I n_nnn 1 n_nnn I n_nnn 1 n_nnn

T r i b u
* R u n
err I 0.900 1 2.000 1 1.000 I 7.440
ff ' I 0.o90 1 5.000 I 0.000 1 7.440
Ru
off flow 7s in cfs/mile

Seg
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
9
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
1)
2
2
2
#I
Reach #
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
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
.1
3 1
3 1
� 1
SUMMER
Seg Mi ( D.O. I CBOD 1 Tar I Flow
0.00 7.39 5.29 0.65 1.71
0.10 7.49 5.23 0.64 1.71
0.20 7.57 5.18 0,63 1.71
0.30 7.64 5.12 0.63 1.71
0.40 7.7.0 5.06 0.62 1.71
0.50 7.74 5.01 0.61 1.71
0.60 7.78 4.95 0.60 1.71
0.70 7.82 4.90 0.59 1.71
0.80 7.84 4.85 0.58 1.71
0.90 7.87 4.79 0.58 1.71
1.00 7.88 4.74 0.57 1.71
1.10 7.90 4.69 0.56 1.71
1.20 7.91 4.64 0.55 1.71
1.30 7.93 4.59 0.55 1.71
1.40 7.94 4.54 0.54 1.71
0.00 5.35 28.14 55.10 0.26
0.03 5.45 27.64 54.08 0.26
0.06 5.54 27.16 53.08 0.26
0.09 5.62 26.69 52.12 0.26
0.12 5.69 26.23 51.17 0.27
0.15 5.75 25.78 50.25 0.27
0.18 5.81 25.34 49.35 0.27
0.21 5.86 24.91 48.48 0.26
0.24 5.91 24.50 47.62 0.28
0.27 5.96 24.09 46.79 0.28
0.30 6.00 23.69 45.97 0.29
0.30 6.00 23.69 45.97 0.29
0.36 5.66 22.96 44.29 0.29
0.42 5.43 22.27 42.69 0.30
0.48 5.29 21.60 41.16 0.30
0.54 5.21 20.97 39.70 0.31
0.60 5.18 20.36 38.31 0.32
0.66 5.18 19.77 36.99 0.32
0.72 5.21 19.21 35.72 0.33
0.78 5.25 18.67 34.50 0.33
0.84 5.31 18.15 33.34 0.34
0.90 5.37 17.66 32.23 0.35
0.90 6.68 7.72 12.40 0.95
1.00 6.72 7.45 11.77 0.97
1.10 6.76 7.20 11.19 1.00
1.20 6.80 6.97 10.64 1.03
1.30 6.85 6.75 10.13 1.06
1.40 6.89 6.54 9.65 1.09
1.50 6.94 6.34 9.20 1.12
1.60 6.99 6.16 8.78 1.15
1.70 7.03 5.98 8.38 1.18
1.80 7.08 5.81 8.01 1.21
1.90 7.12 5.65 7.65 1.23
2.00 7.16 5.50 7.32 1.26
2.10 7.20 5.35 7.01 1.29
2.20 7.24 5.21 6.71 1.32
2.30 7.28 5.08 6.43 1.35
2.40 7.31 4.95 6.16 1.38
0.00 7.66 4.72 3.05 3.09
0.10 7.62 4.68 3.00 3.10
0.20 7.59 4.64 2.95 3.11
n.ln 7_er, ii_ecl 9_Qn '1_17

3 1 0.40 7.54 4.55 2.85 3.13
s 1 '0.50 7.52�4.51 2.30 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. 1 0 7.45 4.27 2.52 3. 1 9
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
a 1 2.00 7.44 3.94 2.16 3.27
3 1 2.10 7.44 3.90 2.12 3.26
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. 7 4. 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 1 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 6.75 26.60 15.78 13.69
3, 4 5.10 6.63 26.46 15.67 13.70
3 4 5.20 6.51 26.32 15.56 13.71
a 4 5.30 6.41 26.19 15.45 13.72
3 4 ; 5.40 6.31 26.05 15.34 13.73
3 4 5.50 6.22 25.92 15.23 13.74
3 4 5.60 6.13 25.79 15.13 13.75
3 4 5.70 6.06 25.65 15.02 13.76
3 4 5.80 5.98 25.52 14.92 13.76
3 4 5.90 5.92 25.39 14.81 13.77
3 4 6.00 5.86 25.26 14.71 13.78
3 4 6.10 5.80 25.13 14.60 13.79
3 4 6.20 5.75 25.00 14.50 13.80
3 4 6.30 5.70 24.88 14.40 13.81
3 4 6.40 5.66 24,75 14.30 13.82
3 4 i 6.50 5.62 24.62 14.20 13.83
'? h fi_f;f1 c_rci 911_rfl 1ti_ 1f] 1',f3Ll

3 4 5.70 5.55 24.37 14.00 13.85
'4 . 1" D.00 7.66 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 5.65 23.44 13.50 14.46
5 1 0.10 5.62 23.32 13.40 14.47
5 1 0.20 5.60 23.21 13.31 14.48
5 1 0.30 5.57 23.09 13.21 14.48
5 1 0.40 5.55 22.97 13.12 14.49
5 1 ! 0.50 5.54 22.85 13.03 14.50
5 1 0.60 5.52 22.74 12.94 14.51
5 2 0.60 5.62 21.65 12.31 15.31
5 2 0.70 5.61 21.54 12.23 15.32
5 2 0.80 5.60 21.44 12.14 15.33
5 2 0.90 5.59 21.33 12.06 15.34
5 2 1.00 5.59 21.22 11.97 15.35
5 2 1.10 5.58 21.11 11.89 15.36
5 2 1.20 5.58 21.01 11.81 15.37
5 2 1.30 5.58 20.90 11.72 15.37
5 2 1.40 5.58 20.80 11.64 15.38
5 2 1.50 5.58 20.69 11.56 15.39
5 2 1.60 5.58 20.59 11.48 15.40
5 2 1.70 5.58 20.49 11.40 15.41
5 2 1.80 5.58 20.38 11.32 15.42
5 2 1.90 5.59 20.28 11.24 15.43
5 2 2.00 5.59 20.18 11.16 15.44
5 2 2.10 5.60 20.08 11.08 15.45
5 2 2.20 5.60 19.98 11.01 15.46
5 2 2.30 5.61 19.88 10.93 15.46
6 1 0.00 7.01 15.46 4.49 6.56
6 1 0.02 6.99 15.44 4.48 6.56
6 1 0.04 6.98 15.41 4.47 6.56
6 1 0.06 6.97 15.39 4.46 6.56
6 '1 0.08 6.95 15.36 4.44 6.56
6 1 0.10 6.94 15.34 4.43 6.56
6 1 0.12 6.93 15.31 4.42 6.56
6 1 0.14 6.92 15.29 4.41 6.56
6 1 0.16 6.90 15.26 4.40 6.56
6 1 0.18 6.89 15.24 4.39 6.56
6 1 0.20 6.88 15.21 4.38 6.56
7 1 0.00 5.99 18.49 8.98 22.03
7 '1 0.01 5.99 18.48 8.97 22.03
7 1 0.01 5.99 18.48 8.97 22.03
7 1 0.02 5.99 18.47 8.97 22.03
7 1 0.02 5.99 18.47 8.96 22.03
7 1 0.03 5.99 18.46 8.96 22.03
7 1 0.04 5.99 18.46 8.96 22.03
7 1 0.04 5.99 18.45 8.95 22.03
7 1 0.05 5.99 18.45 8.95 22.03
7 1 0.05 5.99 18.44 8.94 22.03
7 1 0.06 5.99 18.44 8.94 22.03
7 2 0.06 5.60 21.36 14.27 23.58
7 2 0,16 5.59 21.27 14.18 23.59
7 2 0.26 5.58 2 1 . 1 7 14.08 23.60
7 2 0.36 5.57 21.07 13.99 23.61
7 2 0.46 5.57 20.98 13.90 23.62
7 2 0.56 5.56 20.88 13.81 23.63

7 9 0,76 5.56 20,69 13.63 23.65
.:..7.
. ,.. 2" 0.86 5.56 20.60 13.54 23.65
72 0.96 5.56 20.51 13.46 23.6E
7 2 1.06 5.56 20.41 13.37 23.67
7 2 ' '1. 16 5.56 20.32 13.28 23.68
7 2 i 1.26 5.56 20.23 13.20 23.69
7 2 1.36 5.57 20.14 13.11 23.70
7 2 '1.46 5.57 20.05 13.02 23.71
7 2 1.56 5.58 19.96 12.94 23.72
7 2 ? 1.66 5,58 19.87 12.86 23.73
7 2 1.76 5.59 19.78 12.77 23.74
7 2 1.86 5.59 19.69 '12.69 23.74
7 2 1.96 5.60 19.60 12.61 23.75
7 2 ? 2.06 5.61 19.51 12.53 23.76
7 2 2.16 5.62 19.42 12.44 23.77
7 2 i 2.26 5.62 19.33 '12.36 23.78
7 2 1 2.36 5.63 19.24 12.28 23.79
7 2 2.46 5.64 19.16 12.20 23.80
7 2 ! 2.56 5.65 19.07 12.12 23.81
7 2 2.66 5.66 18.98 12,05 23.82
7 2 2.76 5.67 18.90 11.97 23.83
7 2 i 2.8E 5.68 18.81 11.89 23.63
7 3 2.86 5.79 17.75 11.20 25.43
7 3 2.96 5.76 17.68 11.13 25.44
7 3 3.06 5.72 17.60 1 1. 06 25.45
7 3 3.16 5.69 17.52 10.99 25.46
7 3 3.26 5.66 17.44 10.92 25.47
7 3 3.36 5.64 17.37 10.85 25.48
7 3 3.46 5.61 17.29 10.78 25.49
7 3 3.56 5.59 17.21 10.71 25.50
7 3 3.66 5.57 17.14 10.65 25.51
7 3 3.76 5.55 17.06 10.58 25.52
7 3 3.86 5.53 16.99 '10.51 25.52
7 3 3.96 5.51 16.91 10.44 25.53
7 3 4.06 5.50 16.84 10.38 25.54
7 3 4.16 5.48 16.76 10.31 25.55
7 3 4.26 5.47 16.69 10.25 25.56
7 3 4.36 5.46 16.61 10.18 25.57
7 3 4.46 5.45 16.54 10.12 25.58
7 3 4.56 5.44 16.47 10.05 25.59
7 3 4.66 5.43 16.39 9.99 25.60
7 3 4.76 5.42 16.32 9.92 25.61
7 3 4.86 5.42 16.25 9.86 25.61
7 3 4.96 5.41 16.18 9.80 25.62
7 3 5.06 5.41 16.11 9.74 25.63
7 3 5.16 5.40 16.04 9.67 25.64
7 3 5.26 5.40 15.96 9.61 25.65
7 4 5.26 5.46 15.57 9.37 26.39
7 4 5.36 5.46 15.50 9.31 26.40
7 4 5.46 5.46 15.44 9.25 26.41
7 4 5.56 5.46 15.37 9.19 26.42
7 4 5.66 5.46 15.30 9.14 26.43
7 4 5,76 5.46 15.24 9.08 26.44
7 4 5.86 5.46 15.17 9.02 26.44
7 4 5.96 5.47 15.10 8.96 26.45
7 4 6.06 5.47 15.04 8.91 26,46
7 4 6. 1 6 5.47 14.97 8.85 26.47
7 4 6.2E 5.48 14.90 8.79 26.48
7 4 6,36 5.48 14.84 8.74 26.49
7 4 6.46 5.49 14.77 8.68 26.50
7 4 6.56 5.49 14.71 8.63 26.51
7 4 6.66 5,50 '14.65 8.57 26.52
7 4 6.76 5.50 14.58 8.52 26.53
7 4 6.86 5.51 14.52 8.46 26.53
7 4 6.96 5.52 14.45 8.41 26.54
7 4. 7.06 5.52 14.39 8.36 26.55

7
. 11 ) , .
7
7
7
7
7
7
7
7
7
7
7
7
7
7
Seg #
4 7.16 5.53 14.33 8.30
4' "7.26 5.54 14.27 8.25
4 7.36 5.55 14.20 8.20
4 7.46 5.55 14.14 8.15
4 7.56 5.56 14.08 8.10
4 7.66 5.57 14.02 8;05
4 7.76 5.58 13.96 7.99
5 7.76 5.64 13.57 7.77
5 7.86 5.65 13.51 7.72
5 7.96 5.66 13.45 7.67
5 8.06 5.67 13.39 7.62
5 8.16 5.68 13.33 7.57
5 8.26 5.69 13.28 7.53
5 8.36 5.70 13.22 7.48
5 8.46 5.71 13.16 7.43
5 8.56 5.72 13.11 7.38
Reach # i beg M i i D.O. i CBOD i NBOD
26.56
26.57
26.58
26.59
26.60
26.61
26.62
27.52
27.52
27.53
27.54
27.55
27.56
27.57
27.58
27.59
Flow (

(% of Flow?'
(X of Flow)•
PERMIT
FACILITY NAME:
Facility Status:
(circle ore)
Permit Status: RENEWAL IIMIFICA
(arc's one) — Major _ v7 Minor.
Pipe No 0 /
Design Capacity (MGD)• 4 U A4f''
Domestic
Industrial erwA(4,
Comments:(.4 `[-o S/La
I-� - - a
Cik
STE LOAD ALLOCATION
U 're : Z w s
UNPERMITED NEW
/, 0 /, 0-5 .M
RECEIVING STREAM*
Class:
C.--
Sub-Basin- D-5~ OS - 35
•
Reference USGS Quad: F-14 5 W
County- l V-0./ '`
Regional Office: As Fa
(circle also)
Requested B
Prepared By•
•
Reviewed By: L
74.4uk
Uk4 c t- L)9
(please attach)
0. 75
J
Wa Wi WS
46?/t491&-a_Date: la%d' ` `I a
Date: 1/3A/
54))
\5 ) Date:
//6.9 0,
S
02_
Modeler
Date Rec.
/2/37 y n
Drainage Area (m12) ' • G Avg. Streamflow (cfs)'
7Q10 (cfs) '' j -Winter 7Q10 (cfs) 30Q2 (cfs)
Toxicity Limits: IWC • 2-2 X (circle one) Acut
Instream Monito�r�i—ng: /)
10
Parameters _� / /
Upstream
Y
Location /6-26
Downstream Location
OAP' alad () d tr2 7Qk
Qf Viz
coavyteAto
Effluent
Characteristics
, Cr
i) �.¢X
3 z5-(/7/7)
BOD5 (1414
l� zy
NH3 N (mg/I)
-5, 7(1)
D.O. (mg/1)
S (4)
TSS (# '
- %4g, 5 (f 7
/1/7, 0 (rn'r)
F. Col. (/100m1)
pH (SU)
lor9
( p(#/ )
C ° (1�)
2600 ($,#r
C `,
,_�C151%)
/3 •(OPT-
� ,,1 )
i)/ -,4- (•#fa
3.. (C3PT)
6, 5 077)
/
atenlwm., (c/
07� Cu-)92
0
Comments:
-2

•
UPS 9
Facility Name
Pcrinit /Ito"6/96
CHRONIC TOXICITY TESTING REQUIREMENT (QR"I'RLY)
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is _% (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform quarterly monitoring using this procedure to establish
compliance with the permit condition. The first test will bp performed after thirty days from
issuance of this permit dunng the months of MIX vex - . 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 parameter
code Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences 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 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 single quarterly monitoring, indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
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 minimuni
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.
7Q10 $.'`I cfs
Permited Flow /. d MGD Recommended by:
IWC% o?•Z
Basin & Sub -basin d 7h 3.5"
Receiving Slrgam ProdGut Cett e/e
County c4thioiAt
*Chronic Toxicity (Ccriodaphnia)
`'c frafL0_41 fee Da Se,•
(.Onclitioil

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
-1-
FACT SHEET FOR WASTELOAD
:DELTA MILLS, INC.
:NC0006190
:100% INDUSTRIAL
:EXISTING
:MODIFICATION
:PINCH GUT CREEK
:C
:030835
:CATAWBA
: MRO M4-
:BARONA
:12/3/90
:E14NW
ALLOCATIONS
WLA# 55
DEFT; OF NA
TURAL
RESOURCES
COliSZU� f l' D`YELOP LENT
APR - 1 1991
OIVISIDN OF
MOOT?ESVILLE i; Sl TOIL OF IEMENT
OFFICE
Stream Characteristics:
USGS #0214321405 Date 9/89
Drainage Area: 26.2 sq.mi.
Summer 7Q10: 5.4 cfs
Winter 7Q10: 9.4 cfs
Average Flow: 61 cfs
30Q2: 12 cfs
Wasteload Allocation Summary
DELTA MILLS REQUESTING TWO RELOCATION OPTIONS @ QWS OF 0.75, 1.0, AND
1.25 MGD. RELOCATION INTO CLARK CREEK JUST ABOVE MAIDEN WWTP. FACILITY
INTERACTS WITH MAIDEN WWTP AND NEWTON-CLARK CREEK WWTP. ENTIRE CLARK CREEK
BASIN MODELLED TOGETHER WITH ALL DISCHARGERS INCLUDED.
*COPPER DISCHARGE EXCEEDS ALLOWABLE CONC. FOR ALL QWS AND RELOCATION SITES.
COPPER REDUCTION EFFORTS SHOULD BE A PERMIT CONDITION.
(approach taken, correspondence with region, EPA, etc.)
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 fits into basinwide plan)
Recommended by:
Reviewed by
Instream Assessment: 1
Regional Supervisor: /
Permits & Engineering:
RETURN TO TECHNICAL SERVICES BY:
+a P R 2 .5 1991
Date:_3/21/91_
Date: v )06-/Cii
Date: 4
Date: C1(2C-1q/

Existing Limits
Wasteflow (MGD) :
BOD5 (mg/1) :
NH3N (mg/1):
DO (mg/1) :
Tot. Sus. Residue (#/day) :
pH (SU) :
COD (#/day) :
Sulfide (#/day) :
Phenols (#/day) :
Recommended Limits
Wasteflow (MGD) :
BOD5 (#/day) :
NH3N (mg/1) :
DO (mg/1) :
TSS (#/d) :
pH (SU) :
COD (#/day) :
Sulfide (#/day) :
Phenols (#/day) :
Tot. Res. Chlorine (ug/1):
-2 -
CONVENTIONAL PARAMETERS
Daily Average
Summer/Winter
1.0
Daily Maximum
20 40
3 6
5 5
763 1526
6-9
3500 7000
7.0 14.0
3.5 7.0
Monthly Average
Summer/Winter
1.0
162.5(BPT)
3.7(AT)
5 (WQ)
708.5(BPT)
6-9 (WQ)
1300(BAT)
6.5(BPT)
3.25(BPT)
Daily Maximum
325.0(BPT)
1417.0(BPT)
2600 (BAT)
13.0(BPT)
6.5(BPT)
Limits Changes Due To: Parameter(s) Affected
Instream Data
Ammonia Toxicity
Chlorine
Nutrient Sensitive Waters
HQW
New 7Q10 flow data
Special Modeling Studies
New facility information
Other
NH3
(explanation of any modifications to past modeling analysis
including new flows, rates, field data, interacting discharges, etc.)
(See page 4 for Miscellaneous and special conditions if apply)

Toxicity Limit
Existing Limit:
Recommended Limit:
Existing Limits
-3-
TOXICS
Monitoring Schedule
89% Chronic/Ceriodaphnia/Qrtrly
22% Chronic/Ceriodaphnia/Qrtrly
Cadmium (ug/ 1) :
Chromium -(wry / 1) .' (j
Copper (ug/1) :
Nickel (ug/1) :
Lead (ug/1) :
Zinc (ug/1) :
Cyanide (ug/1) :
Phenols (ug/1) :
Mercury (ug/1) :
Silver (ug/1) :
Chlorine (ug/1) :
Recommended Limits
Toxics or metals limits
Daily Maximum
0.055
Daily Maximum
Cadmium (ug/1) :
Chromium (ug/1) : 224(WQ)
Copper (ug/1): monitor
Nickel (ug/1) :
Lead (ug/1) :
Zinc (ug/1) : monitor
Cyanide (ug/1) :
Phenols (ug/1) :
Mercury (ug/1) :
Silver (ug/1) :
Chlorine (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.)
Parameters) Affected
Cr
Cr

-4-
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Miscellaneous information pertinent to the renewal or new permit for this
discharge. Include relationship to the Basinwide management plan.
INSTREAM MONITORING REQUIREMENTS:
Upstream: Y Location: 100 FT. UPSTREAM OF DISCHARGE
Donwstream: Y Location: 300 FT. DOWNSTREAM OF DISCHARGE
Special Instream monitoring locations or monitoring frequencies:
SPECIAL INSTRUCTIONS OR CONDITIONS
MONITOR FOR TEMPERATURE, DO, FECAL COLIFORM, AND CONDUCTIVITY.
SCHEDULE REQUIREMENTS:
(for P&E or region to recommend time frame for implementing new limits)
ADDITIONAL "REVIEWER" COMMENTS:
Additional Information attached? (yes or no) If yes, explain attachments.

NPDES WASTE LOAD ALLOCATION
0-ce ' Z W LS
Facility Status: (EXISTING___) PROPOSED
(circle ono)
Permit Status: RENEWAL OOE'1C,A UNPERICTI'ED NEW
(circle one)
Major
Pipe No -
Design Capacity (MGD)-
/,0 /H'�
Domestic (% of Flow):
Industrial (X of Flow):
Consments: -
to. oic}
Minor,
ODl
too
P4.°)
(.0 4-0 skap t9r(ace--A
/, U C k.o/ .i /, d- 5 ./V( -0 •
RECEIVING STREAM: roicit
Class:
Sub-Basin-
Reference USGS Quad- (please attach)
County: l v` S-u)--U- `-'
Regional Office: - As Fa
(circle wee)
Requested By:
Prepared Br —
Reviewed : y:
?tic,
L CL
a4., , •j11,
Ovt
0 75
Wa Wi WS
Date: Wc5
Date:
Date:
Modeler
Date Rec.
Drainage Area (mil) ",L Avg. Streamflow (cfs)- ("
7Q10 (cfs) -C 1 -Winter 7Q10 (cfs) Y 30Q2 (cfs)
Toxicity Limits: IWC • (circle one) Acute / Chroni
Instream Monitoring:
Parameters 7t e.
Upstream
Downstream y
j5i Nu-t It t& P C(
01,J a11412
Location
5 / J h
61 My 06-td op -4v an,uie4
Location
Effluent
Characteristics
Summer
Winter
BOD5 t
•
• a-2, S
32so (j PT)
NH(N (mg/1)
3, L (,97r)
D.O. (mg/1)
S (cJ )
TSS ("/
•
• 7d8, S
/1i7, o �,877-)
C,,,,)W (UJ(
/19()99)
pH (SU)
r
6-9 (0 599
COP (*7
/3 v ..
Z-6 az) (B �
c /Gf
e.S-
%3.. (tPr )
6', s (16,97)
a)
p L`/c ()
3:25—
.
lc Xt., . C e4;;Zi/f)
''fig ( (i )
Comments.
A

-1-
FACT SHEET FOR WASTELOAD
Facility Name :DELTA MILLS, INC.
NPDES No. :NC0006190
Type of Waste :100% INDUSTRIAL
Facility Status :EXISTING
Permit Status :MODIFICATION
Receiving Stream :PINCH GUT CREEK
Stream Classification:C
Subbasin
County
Regional Office
Requester
Date of Request
Topo Quad
:030835ff��
:CATWB
: MROA!_��
:BARONA
:12/3/90
:E14NW
ALLOCATIONS
WLA# 5956C
N. C. DEPT. OF NATURAL
RESOURCES AND
COMMTN I "r1' IDINELOPMENT
APR - 1 1991
DIVIMN OF Ess':.. .. u, „thHAGEMEHT
MOORESVILL E RECUR OFFICE
Stream Characteristics:
USGS #0214321405 Date 9/89
Drainage Area: 26.2 sq.mi.
Summer
Winter
Average
7Q10:
7Q10:
Flow:
30Q2:
5.4 cfs
9.4 cfs
61 cfs
12 cfs
Wasteload Allocation Summary
DELTA MILLS REQUESTING TWO RELOCATION OPTIONS @ QWS OF 0.75, 1.0, AND
1.25 MGD. RELOCATION INTO CLARK CREEK JUST ABOVE MAIDEN WWTP. FACILITY
INTERACTS WITH MAIDEN WWTP AND NEWTON-CLARK CREEK WWTP. ENTIRE CLARK
CREEK BASIN MODELLED TOGETHER WITH ALL DISCHARGERS INCLUDED.
*COPPER DISCHARGE EXCEEDS ALLOWABLE CONC. FOR ALL QWS AT BOTH RELOCATION.
COPPER REDUCTION EFFORTS SHOULD BE A PERMIT CONDITION.
*SPECIAL NOTE: PER STAFF OBSERVATION OF DELTA MILLS' DARK COLORED
EFFLUENT AND COLORING OF THE RECEIVING STREAM, TECH SUPPORT RECOMMENDS THE
INCLUSION OF A COLOR MONITORING REQUIREMENT AT EXPANSION QW=1.25 MGD. SEE
ATTACHED.
(approach taken, correspondence with region, EPA, etc.)
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 fits into basnwide plan)
Recommended by
Reviewed by
Instream Assessment:
Regional Supervisor:
Permits & Engineering:
Date: 3/21/91
Date: 4C}J /5J/
Date: 41I01� f f
Date: 4/2('4/
RETURN TO TECHNICAL SERVICES BY:
PR 1991
CONVENTIONAL PARAMETERS

-2-
Existing Limits
Daily Average Daily Maximum
Summer/Winter
Wasteflow (MGD): 1.0
BOD5 (mg/1): 20 40
NH3N (mg/1) : 3 6
DO (mg/1) : 5 5
Tot. Sus. Residue (#/day): 763 1526
pH (SU) : 6-9
COD (#/day) : 3500 7000
Sulfide (#/day) : 7.0 14.0
Phenols (#/day): 3.5 7.0
Recommended Limits
Wasteflow (MGD) :
BOD5 (#/day) :
NH3N (mg/1) :
DO (mg/1) :
TSS (#/d) :
pH (SU) :
COD (#/day):
Sulfide (#/day) :
Phenols (#/day) :
Tot. Res. Chlorine (ug/1):
Monthly Average
Summer/Winter
1.25
162.5(BPT)
3.2(AT)
5 (WQ)
708.5(BPT)
6-9(WQ)
1300(BAT)
6.5(BPT)
3.25(BPT)
28 (WQ)
Daily Maximum
325.0(BPT)
1417.0(BPT)
2600(BAT)
13.0(BPT)
6.5(BPT)
Limits Chancres Due To: Parameter(s) Affected
Instream Data
Ammonia Toxicity
Chlorine
Nutrient Sensitive Waters
HOW
New 7Q10 flow data
Special Modeling Studies
New facility information
Other
NH3
Chlorine limit added
(explanation of any modifications to past modeling analysis
including new flows, rates, field data, interacting discharges, etc.)
(See page 4 for Miscellaneous and special conditions if apply)
TOXICS
Toxicity Limit Monitoring Schedule

-3-
Existing Limit: 89% Chronic/Ceriodaphnia/Qrtrly
Recommended Limit: 26% Chronic/Ceriodaphnia/Qrtrly
Toxics or metals limits
Existing Limits Daily Maximum
Cadmium (ug/1) :
Chromium . ug L14 rw19 I
Copper (ug/1) :
Nickel (ug/1) :
Lead (ug/i) :
Zinc (ug/1) :
Cyanide (ug/1) :
Phenols (ug/1) :
Mercury (ug/1) :
Silver (ug/1) :
Chlorine (ug/ 1) :
Recommended Limits
0.055
Daily Maximum
Cadmium (ug/1) :
Chromium (ug/1) : 189(WQ)
Copper (ug/1) : monitor
Nickel (ug/1) :
Lead (ug/1) :
Zinc (ug/1): monitor
Cyanide (ug/ 1) :
Phenols (ug/1) :
Mercury (ug/1) :
Silver (ug/1) :
Chlorine (ug/1) :
Limits Changes Due to:
Parameter (s) Affected
Change in 7Q10 data
Change in stream classification
Relocation of discharge Cr
Change in wasteflow Cr
New pretreatment information
Failing toxicity test
Other
(onsite toxicity study, interaction, etc.)
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Miscellaneous information pertinent to the renewal or new permit for this
discharge. Include relationship to the Basinwide management plan.

INSTREAM MONITORING REQUIRMENTS:
Upstream: Y Location: 100 FT. UPSTREAM OF DISCHARGE
Donwstream: Y Location: 300 FT. DOWNSTREAM OF DISCHARGE
Special Instream monitoring locations or monitoring frequencies:
SPECIAL INSTRUCTIONS OR CONDITIONS
MONITOR FOR TEMPERATURE, DO, FECAL COLIFORM, AND CONDUCTIVITY.
SCHEDULE REQUIREMENTS:
(for P&E or region to recommend time frame for implementing new limits)
ADDITIONAL "REVIEWER" COMMENTS:
Additional Information attached? (yes or no) If yes, explain attachments.

DIVISION OF ENVIRONMENTAL MANAGEMENT
Recommendations for Color Monitoring
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.

10/89
Facility Nance i9/i itt,Vis Kermit it 4/C6" 41/.6
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is =%o (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform quarter& monitoring using this procedure to establish
compliance'rith the permit condition. The first test will be performed after thirty days from
issuance of this permit during the months of AA/R ✓y t/ de- . Effluent
sampling for this testing shall be performed at the NPDES permitted final effluent discharge below
treatment processes.
All toxicity testingresults 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 parameter
code TCP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences 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 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 single quarterly monitoring, indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
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.
7Q10 cfs
Permited Flow h.2S MGD Recommended by:
IWC% 24
Basin & Sub -basin C71J3
Receiving Stream ficG
P,
CAW-
County County
CA0w�A
ate 3%ttif /
*'Chronic Toxicity (Ceriodaplinia) I'/F u / 0t41/ P AW--- fit'. condition

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MODEL RESULTS
;charger : NEWTON-CLARK CREEK WWTP
ceiving Stream : CLARK CREEK
the End D.O. is 6.11 mg/l.
The End CBOD is 15.32 mg/l.
The End NBOD is 4.69 mg/l.
SUMMER
MODEL FOR NEWTON & CLARK CR
DISCHRS, DELTA MILLS @ 1 MGD
Segment 1
Reach 1
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
7.39 0.00 1 0
45.00 90.00 0.00 0.00800
Segment 2 5.18 0.60 2
Reach 1
Reach 2
Reach 3
Segment 3 5.92 5.00 4
Reach 1
Reach 2
Reach 3
Reach 4
Segment 4
Reach 1
7.06 0.00 1
Segment 5 5.55 5.16 5
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
45.00 90.00 4.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00
45.00 6.30 5.00
45.00 90.00 0.00
0.00
0.00
0.00
58.50
63.00
0.00
0.00
0.00
0.00 0.00
0.00 0.00
0.00 0.00
13.50 5.00
90.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.10000®
0.00000
0.00000
0.00000
0.00000
0.00000
7.50000©
0.0080069
0.00000
0.00000
0.00000
1.00000
1.00000`
0.00000
0.00000
0.00000

*** MODEL SUMMARY DATA ***
yrger : NEWTON-CLARK CREEK WWTP
,lying Stream : CLARK CREEK
r1er 7Q10 : 6.0
Sign Temperature: 25.0
Subbasin : 030835
Stream Class: C
Winter 7Q10 . 10.0
ILENGTHI SLOPE' VELOCITY I DEPTH' Kd 1 Kd 1 Ka 1 Ka 1 KN I
I mile 1 ft/mil fps 1 ft Idesignl @20,z Idesign l @20; Idesignl
1 1 1 1 1 1 1 1 I
Segment 1 1 1.401 16.701 0.198 1 0.76 1 0.35 ► 0.28 1 6.64 1 5.951 0.44
Reach 1 1 1 1 1 1 1 1 1 I
Segment 2 1 0.301 63.001 0.187 1 0.31 1 0.71 1 0.56 123.63 1 21.201 0.73
Reach 1 1 1 1 1 1 1 1 1 I
I 1 1 1 I 1 1 1 I
Segment 2 1 0.601 37.001 0.159 1 0.36 1 0.53 1 0.42 111.84 1 10.621 0.73
Reach 2 1 1 1 1 1 1 1 1 I
I 1 1 I 1 1 1 1
Segment 2 1 1.501 20.701 0.185 1 0.65 1 0.38 1 0.30 1 7.69 1 6.901 0.73
Reach 3 1 1 1 1 1 1 1 1 I
I 1 1 1 1 1 1 1
Segment 3 1 2.701 7.101 0.187 1 1.07 1 0.29 1 0.23 1 2.66 1 2.391 0.44
Reach 1 1 1 1 I 1 1 1 1 I
I I I I I I I I I
Segment 3 1 1.401 7.101 0.200 1 1.18 1 0.29 1 0.23 1 2.86 1 2.561 0.44
Reach 2 1 1 1 1 1 1 1 1 I
I I I 1 1 1 1 1 i
Segment 3 1 0.901 7.101 0.229 1 1.31 1 0.29 1 0.23 1 3.27 1 2.931 0.44
Reach 3 1 1 1 1 1 1 1 1 I
I 1 1 1 1 1 1 1 I
Segment 3 1 1.70I 7.101 0.509 1 1.52 1 0.33 1 0.26 1 5.24 1 4.701 0.44
Reach 4 1 1 1 1 1 1 1 1 I
Segment 4
Reach 1
I I 1 1 1 1 1
1.001 27.001 0.129 1 0.47 1 0.40 1 0.31 1 7.01 1 6.291 0.73
I I 1 1 1 1 1
1 1 1 1 1 1 1 1 I
Segment 5 1 0.601 7.101 0.501 1 1.56 1 0.33 1 0.26 1 5.16 1 4.631 0.44
Reach 1 1 1 1 1 1 1 1 1 I
I I I I I I I I I
Segment 5 1 1.701 7.101 0.496 1 1.61 1 0.32 1 0.26 1 5.10 1 4.581 0.44
Reach 2 I 1 1 1 1 1 1 1 I
Segment
Reach
I I I I I I I I
0.021 7.101 0.458 1 1.90 1 0.31 1 0.25 1 4.71 1 4.221 0.44
I I 1 1 1 1 1 I

-..........................................
--------------------------------.3.34 I 2.991 0.44
1.911 0 0.25 I I
' rl 0.041 7.101 0.479 I .31 i -------------------
jcn 4__----------------------- I I I .46 I 3.111 0.44 I
1
1 I 11.94 1 0.31 1 0.25 1 3 1
5 I 2.801 7.101 0.497 -__ _-----I------I-------------
Ree
ach-_S--I------I------I------------------ I 13.49 I 3.131 I
' 2.40 1 11 7 .10 1 1 1 1. 99 i 0 .31 i 0 .25 -1 .49--1 3.1 1 0.44
�' 0 .5 0 I
$egment 5 1 I _I----------------- - I
Reach 6 _I_ -----I---------------- I I I 13.49 I 3.131 0.44 I
__-- I 0.25 I I I_ ---I
-----5 I 2.501 7.101 0.501 i 2.02 i 0.31-__ ---I - .49 3.131
Segment 7 1------------- - 1
I I I
Reach ---------------- I I I 3.151 0.44 I
------ I 0.25 13.51 I Segment
t 1 .101 0.503 1 2.05 1 0.31 i I I ---1
Segment 5 1 0.801 7 I -----I-------------------------------
Reach_-8__1_-----I-------------------
1 Flow 1 CBOD 1 NBOD
1 cfs 1 mg/1 I mg/1
Segment 1 Reach 1 45.000 ► 90.000
Waste ► 0.012 1 0
, 500 I 0.000
Headwaters) 1.700 1 1.000
Tributary 1 0.000 1 2.000 1 0.000
* Runoff 1 0.000 1 5.000 I
Segment 2 Reach 1 45.000 190.000
Waste 1 0.155 I 2.000 1 1.000
Headwaters' 0.100 I 2.000 1 1.000
Tributary 1 0.000 I 2.000 I 1.000
* Runoff 1 0.100 I
Segment 2
Waste
Tributary
* Runoff
Segment 2
Waste
Tributary
* Runoff
Reach 2
1 0.000
1 0.000
1 0.100
Reach 3
1 0.000
1 0.600
1 0.290
Segment 3 Reach000
Waste 1 0.000
Headwaters) 0.000
Tributary 1 0.090
* Runoff 1
D.O. 1
mg/1 1
0.000
7.440
7.440
7.440
4.000
7.440
7.440
7.440
0.000 1 0.000 1 0.000
2.000 1 1.000 1 7.440
2.000 1 1.000 1 7.440
0.000 1 0.000 1 0.000
2.000 I 1.000 1 7.440
2.000 1 1.000 1 7.440
0.000 ► 0.000 1 0.000
5.000 1 0.000 1 7.440
2.000 1 1.000 1 7.440
5.000 1 0.000 1 7.440

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1060'0 I ;;ounce
1 000'o l Aregna ii
I 000' 0 I szagEMPEaH
1 oovo I aqsEM
uoaau S
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I g;ounu
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Segment 5 Reach 7
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.740 I 2.000 I 1.000 I 7.440
* Runoff I 0.090 I 5.000 1 0.000 1 7.440
Segment 5 Reach 8
Waste I 0.000 1 0.000 I 0.000 I 0.000
Tributary I 0.900 I 2.000 I 1.000 I 7.440
* Runoff I 0.090 I 5.000 I 0.000 1 7.440
* Runoff flow is in cfs/mile

SUMMER
MODEL FOR NEWTON & CLARK CR
DISCHRS, DELTA MILLS @ 1 MGD
Mi I D.O. I CBOD I NBOD I Flow
1 I Reath # I $eg 7.39 5.29 0.65 1.71
0.00 / 1 1 0.10 7.49 5.23 0.64 1.71
1.71
1 1 0.20 7.57 5.18 0.63 1.71
1 1 0.30 7.64 5.12 0.63 1.71
1 1 0.40 7.70 5.06 0.62 1.71
1 1 0.50 7.74 5.01 0.61 1.71
1 1 0.60 7.78 4.95 0.60 1.71
1 1 0.70 7.82 4.90 0.59 1.71
1 1 0.80 7.84 4.85 0.58
7.87 4.79 0.58 1.71
1 1 0.90 1 1 1.00 7.88 4.74 0.57 1.711.71
1 1 1.10 7.90 4.69 0.56 1.71
1 1 1.20 7.91 4.64 0.55 1.71
1 1 1.30 7.93 4.59 0.55 1.71
1 1 1.40 7.94 4.54 0.54
2 1 0.00 5.35 28.14 55.10 0.26
0.26
2 1 0.03 5.45 27.64 54.08
2 1 0.06 5.54 27.16 53.08 0.26
2 1 0.09 5.62 26.69 52.12 0.26
2 1 0.12 5.69 26.23 51.17 0.27
0.27
2 1 0.15 5.75 25.78 50.25
2 1 0.18 5.81 25.34 49.35 0.27
2 1 0.21 5.86 24.91 48.48 0.28
2 1 0.24 5.91 24.50 47.62 0.28
0.28
2 1 0.27 5.96 24.09 46.79
2 1 0.30 6.00 23.69 45.97 0.29
2 2 0.30 6.00 23.69 45.97 0.29
2 2 0.36 5.66 22.96 44.29 0.29
2 2 0.42 5.43 22.27 42.69 0.30
2 2 0.48 5.29 21.60 41.16 0.30
2 2 0.54 5.21 20.97 39.70 0.31
2 2 0.60 5.18 20.36 38.31 0.32
2 2 0.66 5.18 19.77 36.99 0.32
2 2 0.72 5.21 19.21 35.72 0.33
2 2 0.78 5.25 18.67 34.50 0.33
2 2 0.84 5.31 18.15 33.34 0.34
2 2 0.90 5.37 17.66 32.23 0.35
2 3 0.90 6.68 7.72 12.40 0.95
2 3 1.00 6.72 7.45 11.77 0.97
2 3 1.10 6.76 7.20 11.19 1.00
2 3 1.20 6.80 6.97 10.64 1.03
2 3 1.30 6.85 6.75 10.13 1.091.06
2 3 1.40 6.89 6.54 9.65 1.12
2 3 1.50 6.94 6.34 9.20 1.15
2 3 1.60 6.99 6.16 8.78
2 3 1.70 7.03 5.98 8.38 1.18
2 3 1.80 7.08 5.81 8.01 2 3 1.90 7.12 5.651.23
7.32 1.2
2 3 2.00 7.16 5.501.29
6
2 3 2.10 7.20 5.35 7.01
2 3 2.20 7.24 5.21 6.71 1.32
2 3 2.30 7.28 5.08 6.43
2 3 2.40 7.31 4.95 6.16 1.38
3 1 0.00 7.66 4.72 3.05 3.09
3 1 0.10 7.62 4.68 3.00 3.10
3 1 0.20 7.59 4.64 2.95 3.11

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

4 6.00 5.97 29.34 4.30 17.66
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

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

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

WINTER
MODEL RESULTS
Discharger : NEWTON-CLARK CREEK WWTP
Receiving Stream : CLARK CREEK
MODEL FOR NEWTON & CLARK CR
The End D.O. is 8.33 mg/l.
The End CBOD is 24.86 mg/l.
The End NBOD is 6.74 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 9.24 0.00 1
Reach 1 45.00 90.00 0.00 0.00800
Segment 2 6.97 0.00 1
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 7.29 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 90.00 13.95 5.00 7.50000
Segment 4 8.99 0.00 1
Reach 1 45.00 90.00 0.00 0.00800
Segment 5 7.56 2.36 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

*** 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: 14.0
!LENGTH' SLOPE' VELOCITY 1 DEPTHI Kd 1 Kd 1 Ka 1 Ka 1 KN 1
1 mile 1 ft/mil fps 1 ft (design) @2O4 design ) @204 Idesign1
I I 1 1 1 1 1 1 I
Segment 1 1 1.401 16.701 0.287 1 0.81 1 0.24 1 0.31 1 7.58 1 8.641 0.19
Reach 1 1 1 1 1 I 1 1 I I
I I 1 I 1 1 1 1 I
Segment 2 I 0.301 63.001 0.244 1 0.32 1 0.49 1 0.65 124.28 127.661 0.32
Reach 1 I 1 1 1 I 1 1 1 I
I I 1 1 1 1 1 1 I
Segment 2 I 0.601 37.001 0.217 1 0.38 10.37 10.48 112.68 114.451 0.32
Reach 2 I 1 I 1 I I 1 I I
I I 1 I 1 I 1 1 I
Segment 2 I 1.501 20.701 0.245 10.68 1 0.25 10.33 18.02 1 9.141 0.32
Reach 3 I I 1 I 1 1 1 I I
I I I I I 1 I 1 I
Segment 3 1 2.701 7.101 0.291 11.15 1 0.19 10.25 1 3.27 1 3.721 0.19
Reach 1 1 I I 1 1 1 1 1 I
I I I I I I 1 I I
Segment 3 I 1.401 7.101 0.317 11.28 1 0.19 10.25 13.55 1 4.051 0.19
Reach 2 1 1 1 1 1 I 1 1 I
I I 1 I 1 1 1 I I
Segment 3 I 0.901 7.101 0.340 11.40 10.19 10.25 13.81 I 4.341 0.19
Reach 3 1 1 1 I 1 I 1 1 I
I I 1 I I 1 1 1 I
Segment 3 I 1.701 7.101 0.607 1 1.57 1 0.21 1 0.27 14.91 1 5.601 0.19
Reach 4 I I I 1 I 1 1 1 I
I 1 I 1 I 1 1 I I
Segment 4 1 1.001 27.001 0.188 1 0.50 10.27 10.36 18.01 1 9.131 0.32
Reach 1 I I I I I 1 1 I I
1 1 1 1 1 I 1 1 I
Segment 5 I 0.601 7.101 0.612 1 1.62 1 0.21 10.27 1 4.96 I 5.651 0.19
Reach 1 1 I I I I 1 I 1 I
I I I 1 I I 1 1 I
Segment 5 I 1.701 7.101 0.610 1 1.67 1 0.20 10.27 1 3.34 I 3.81I 0.19
Reach 2 1 1 1 I 1 1 1 1 I
I I I I I 1 1 1 I
Segment 5 I 0.021 7.10I 0.545 1 1.95 10.19 1 0.25 12.99 I 3.411 0.19
Reach 3 1 1 1 1 1 I I I I

Segment 5
Reach 4
1 1 1 1 1 1 1 1
0.041 7.101 0.566 1 1.97 1 0.19 1 0.25 1 3.10 I 3.531 0.19
1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 I
Segment 5 I 2.801 7.101 0.590 11.99 1 0.19 1 0.26 13.24 1 3.691 0.19
Reach 5 1 1 1 1 1 1 1 1 I
I 1 1 1 1 1 1 1 I
Segment 5 I 2.40I 7.101 0.603 1 2.05 1 0.19 1 0.25 13.31 1 3.771 0.19
Reach 6 1 1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 I
Segment 5 1 2.501 7.101 0.613 12.09 1 0.19 10.25 1 3.36 I 3.831 0.19
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 0.621 12.13 1 0.19 10.25 1 3.40 1 3.881 0.19
Reach 8 1 1 1 1 1 1 1 1 I
1 Flow 1 CBOD I NBOD 1 D.Q. I
1 cfs 1 mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste 1 0.012 1 45.000 190.000 1 0.000
Headwaters) 2.800 I 5.000 1 0.000 I 9.280
Tributary 1 0.000 I 2.000 I 1.000 I 9.280
* Runoff 1 0.000 I 5.000 1 0.000 1 9.280
Segment 2 Reach 1
Waste 1 0.155 1 45.000 190.000 1 4.000
Headwaters) 0.200 I 2.000 1 1.000 I 9.280
Tributary 1 0.000 I 2.000 1 1.000 I 9.280
* Runoff 1 0.200 I 2.000 I 1.000 I 9.280
Segment 2 Reach 2
Waste 1 0.000 I 0.000 I 0.000 1 0.000
Tributary 1 0.000 I 2.000 I 1.000 1 9.280
* Runoff 1 0.200 I 2.000 1 1.000 1 9.280
Segment 2 Reach 3
Waste 1 0.000 1 0.000 I 0.000 1 0.000
Tributary 1 0.600 I 2.000 I 1.000 I 9.280
* Runoff 1 0.740 I 2.000 I 1.000 I 9.280
Segment 3 Reach 1
Waste 1 0.000 I 0.000 I 0.000 I 0.000
Headwaters) 0.000 1 5.000 I 0.000 I 9.280
Tributary 1 0.000 I 2.000 I 1.000 I 9.280
* Runoff 1 0.550 1 5.000 1 0.000 I 9.280

Segment 3 Reach 2
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.800 I 2.000 I 1.000 I 9.280
* Runoff I 0.550 I 5.000 I 0.000 1 9.280
Segment 3 Reach 3
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 1.600 I 2.000 I 1.000 I 9.280
* Runoff I 0.550 I 5.000 I 0.000 I 9.280
Segment 3 Reach 4
Waste 111.625 190.000 113.950 I 5.000
Tributary I 0.000 I 2.000 I 1.000 I 9.280
* Runoff I 0.550 I 5.000 I 0.000 I 9.280
Segment 4 Reach 1
Waste I 0.012 145.000 190.000 I 0.000
Headwaters) 0.380 I 2.000 I 1.000 I 9.280
Tributary I 0.000 I 2.000 I 1.000 I 9.280
* Runoff I 0.620 I 2.000 I 1.000 I 9.280
Segment 5 Reach 1
Waste I 0.000 I 0.000 I 0.000 I 0.000
Headwaters) 0.000 I 5.000 I 0.000 I 9.280
Tributary I 0.000 I 2.000 I 1.000 I 9.280
* Runoff I 0.550 I 5.000 I 0.000 I 9.280
Segment 5 Reach 2
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.800 I 2.000 I 1.000 I 9.280
* Runoff I 0.550 I 5.000 I 0.000 I 9.280
Segment 5 Reach 3
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 5.400 I 2.000 I 1.000 I 9.280
* Runoff I 0.550 I 5.000 I 0.000 I 9.280
Segment 5 Reach 4
Waste I 1.550 158.500 113.500 I 5.000
Tributary I 0.000 I 2.000 I 1.000 I 9.280
* Runoff I 0.550 I 5.000 I 0.000 I 9.280
Segment 5 Reach 5
Waste I 1.550 163.000 190.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 9.280
* Runoff I 0.550 I 5.000 I 0.000 I 9.280
Segment 5 Reach 6
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 1.600 I 2.000 I 1.000 I 9.280
* Runoff I 0.550 I 5.000 I 0.000 I 9.280

Segment 5 Reach 7
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.740 I 2.000 I 1.000 I 9.280
* Runoff I 0.550 I 5.000 1 0.000 1 9.280
Segment 5 Reach 8
Waste I 0.000 1 0.000 I 0.000 I 0.000
Tributary I 0.900 I 2.000 I 1.000 I 9.280
* Runoff I 0.550 I 5.000 I 0.000 I 9.280
* Runoff flow is in cfs/mile

WINTER
I Seg
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
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
# I
Reach # I Seg Mi I D.O.
1 0.00 9.24
1 0.10 9.37
1 0.20 9.49
1 0.30 9.58
1 0.40 9.67
1 0.50 9.74
1 0.60 9.80
1 0.70 9.85
1 0.80 9.89
1 0.90 9.93
1 1.00 9.96
1 1.10 9.99
1 1.20 10.01
1 1.30 10.03
1 1.40 10.05
1 0.00 6.97
1 0.03 7.41
1 0.06 7.77
1 0.09 8.06
1 0.12 8.31
1 0.15 8.51
1 0.18 8.68
1 0.21 8.82
1 0.24 8.94
1 0.27 9.04
1 0.30 9.12
2 0.30 9.12
2 0.36 9.10
2 0.42 9.10
2 0.48 9.10
2 0.54 9.11
2 0.60 9.12
2 0.66 9.14
2 0.72 9.16
2 0.78 9.18
2 0.84 9.20
2 0.90 9.22
3 0.90 9.25
3 1.00 9.33
3 1.10 9.39
3 1.20 9.44
3 1.30 9.49
3 1.40 9.53
3 1.50 9.57
3 1.60 9.60
3 1.70 9.64
3 1.80 9.66
3 1.90 9.69
3 2.00 9.71
3 2.10 9.73
3 2.20 9.75
3 2.30 9.77
3 2.40 9.79
1 0.00 9.94
1 0.10 9.93
1 0.20 9.92
I
MODEL FOR NEWTON & CLARK CR
CBOD I NBOD I Flow I
5.18 0.40 2.81
5.15 0.40 2.81
5.12 0.39 2.81
5.10 0.39 2.81
5.07 0.39 2.81
5.05 0.39 2.81
5.02 0.39 2.81
5.00 0.39 2.81
4.97 0.38 2.81
4.95 0.38 2.81
4.92 0.38 2.81
4.90 0.38 2.81
4.87 0.38 2.81
4.85 0.38 2.81
4.83 0.38 2.81
20.77 39.86 0.35
20.39 39.12 0.36
20.01 38.41 0.37
19.65 37.72 0.37
19.30 37.05 0.38
18.96 36.40 0.39
18.63 35.77 0.39
18.31 35.16 0.40
18.00 34.57 0.40
17.70 34.00 0.41
17.41 33.44 0.42
17.41 33.44 0.42
16.87 32.36 0.43
16.36 31.33 0.44
15.88 30.36 0.45
15.42 29.44 0.46
14.99 28.57 0.48
14.58 27.75 0.49
14.19 26.96 0.50
13.82 26.21 0.51
13.46 25.49 0.52
13.12 24.81 0.54
7.24 12.22 1.14
6.88 11.45 1.21
6.56 10.76 1.28
6.27 10.15 1.36
6.01 9.60 1.43
5.78 9.10 1.51
5.57 8.66 1.58
5.37 8.25 1.65
5.20 7.88 1.73
5.03 7.53 1.80
4.88 7.22 1.88
4.74 6.93 1.95
4.62 6.66 2.02
4.49 6.41 2.10
4.38 6.18 2.17
4.28 5.96 2.25
4.58 2.85 5.06
4.57 2.81 5.11
4.56 2.77 5.17

3 1 0.30 9.91 4.54 2.73 5.22
3 1 0.40 9.90 4.53 2.69 5.28
3 1 0.50 9.90 4.52 2.65 5.33
3 1 0.60 9.89 4.50 2.62 5.39
3 1 0.70 9.88 4.49 2.58 5.44
3 1 0.80 9.88 4.48 2.54 5.50
3 1 0.90 9.88 4.47 2.51 5.55
3 1 1.00 9.87 4.45 2.47 5.61
3 1 1.10 9.87 4.44 2.44 5.66
3 1 1.20 9.87 4.43 2.41 5.72
3 1 1.30 9.87 4.42 2.37 5.77
3 1 1.40 9.86 4.40 2.34 5.83
3 1 1.50 9.86 4.39 2.31 5.88
3 1 1.60 9.86 4.38 2.28 5.94
3 1 1.70 9.86 4.37 2.25 5.99
3 1 1.80 9.86 4.36 2.22 6.05
3 1 1.90 9.86 4.35 2.19 6.10
3 1 2.00 9.86 4.34 2.16 6.16
3 1 2.10 9.86 4.32 2.14 6.21
3 1 2.20 9.86 4.31 2.11 6.27
3 1 2.30 9.86 4.30 2.08 6.32
3 1 2.40 9.86 4.29 2.06 6.38
3 1 2.50 9.86 4.28 2.03 6.43
3 1 2.60 9.86 4.27 2.01 6.49
3 1 2.70 9.87 4.26 1.98 6.54
3 2 2.70 9.80 4.01 1.87 7.34
3 2 2.80 9.81 4.01 1.85 7.40
3 2 2.90 9.82 4.00 1.83 7.45
3 2 3.00 9.83 3.99 1.81 7.51
3 2 3.10 9.84 3.98 1.79 7.56
3 2 3.20 9.84 3.98 1.77 7.62
3 2 3.30 9.85 3.97 1.76 7.67
3 2 3.40 9.86 3.96 1.74 7.73
3 2 3.50 9.86 3.96 1.72 7.78
3 2 3.60 9.87 3.95 1.70 7.84
3 2 3.70 9.88 3.94 1.68 7.89
3 2 3.80 9.88 3.94 1.66 7.95
3 2 3.90 9.89 3.93 1.65 8.00
3 2 4.00 9.89 3.92 1.63 8.06
3 2 4.10 9.90 3.92 1.61 8.11
3 3 4.10 9.79 3.60 1.51 9.71
3 3 4.20 9.81 3.60 1.50 9.77
3 3 4.30 9.82 3.59 1.48 9.82
3 3 4.40 9.84 3.59 1.47 9.88
3 3 4.50 9.85 3.58 1.46 9.93
3 3 4.60 9.86 3.58 1.45 9.99
3 3 4.70 9.87 3.57 1.43 10.04
3 3 4.80 9.88 3.57 1.42 10.10
3 3 4.90 9.89 3.57 1.41 10.15
3 3 5.00 9.90 3.56 1.39 10.21
3 4 5.00 7.29 49.59 8.08 21.83
3 4 5.10 7.33 49.37 8.04 21.89
3 4 5.20 7.36 49.16 8.01 21.94
3 4 5.30 7.39 48.95 7.97 22.00
3 4 5.40 7.42 48.73 7.94 22.05
3 4 5.50 7.45 48.52 7.90 22.11
3 4 5.60 7.48 48.32 7.87 22.16
3 4 5.70 7.51 48.11 7.83 22.22
3 4 5.80 7.54 47.90 7.80 22.27
3 4 5.90 7.57 47.70 7.77 22.33

3 4 6.00 7.59 47.49 7.73 22.38
3 4 6.10 7.62 47.29 7.70 22.44
3 4 6.20 7.64 47.09 7.67 22.49
3 4 6.30 7.66 46.89 7.63 22.55
3 4 6.40 7.69 46.69 7.60 22.60
3 4 6.50 7.71 46.49 7.57 22.66
3 4 6.60 7.73 46.29 7.53 22.71
3 4 6.70 7.75 46.10 7.50 22.77
4 1 0.00 8.99 3.36 3.81 0.39
4 1 0.10 9.27 3.15 3.39 0.45
4 1 0.20 9.46 2.98 3.07 0.52
4 1 0.30 9.59 2.85 2.82 0.58
4 1 0.40 9.69 2.74 2.62 0.64
4 1 0.50 9.76 2.66 2.45 0.70
4 1 0.60 9.81 2.58 2.31 0.76
4 1 0.70 9.86 2.51 2.19 0.83
4 1 0.80 9.89 2.46 2.08 0.89
4 1 0.90 9.92 2.41 1.99 0.95
4 1 1.00 9.94 2.36 1.91 1.01
5 1 0.00 7.84 44.24 7.26 23.78
5 1 0.10 7.86 44.05 7.23 23.83
5 1 0.20 7.88 43.87 7.20 23.89
5 1 0.30 7.90 43.70 7.17 23.94
5 1 0.40 7.92 43.52 7.14 24.00
5 1 0.50 7.94 43.34 7.11 24.05
5 1 0.60 7.96 43.16 7.08 24.11
5 2 0.60 8.00 41.84 6.89 24.91
5 2 0.70 7.98 41.68 6.86 24.96
5 2 0.80 7.97 41.51 6.83 25.02
5 2 0.90 7.95 41.35 6.80 25.07
5 2 1.00 7.93 41.18 6.78 25.13
5 2 1.10 7.92 41.02 6.75 25.18
5 2 1.20 7.91 40.86 6.72 25.24
5 2 1.30 7.90 40.70 6.69 25.29
5 2 1.40 7.88 40.54 6.67 25.35
5 2 1.50 7.87 40.38 6.64 25.40
5 2 1.60 7.86 40.22 6.61 25.46
5 2 1.70 7.85 40.06 6.59 25.51
5 2 1.80 7.85 39.90 6.56 25.57
5 2 1.90 7.84 39.75 6.53 25.62
5 2 2.00 7.83 39.59 6.51 25.68
5 2 2.10 7.82 39.44 6.48 25.73
5 2 2.20 7.82 39.28 6.45 25.79
5 2 2.30 7.81 39.13 6.43 25.84
5 3 2.30 8.07 32.71 5.49 31.24
5 3 2.30 8.07 32.71 5.49 31.25
5 3 2.30 8.07 32.71 5.49 31.25
5 3 2.31 8.07 32.71 5.49 31.25
5 3 2.31 8.07 32.70 5.49 31.25
5 3 2.31 8.07 32.70 5.49 31.25
5 3 2.31 8.07 32.70 5.49 31.25
5 3 2.31 8.07 32.70 5.49 31.25
5 3 2.32 8.07 32.69 5.49 31.25
5 3 2.32 8.07 32.69 5.49 31.25
5 3 2.32 8.07 32.69 5.49 31.26
5 4 2.32 7.92 33.91 5.86 32.81
5 4 2.32 7.92 33.90 5.86 32.81
5 4 2.33 7.92 33.90 5.86 32.81
5 4 2.33 7.92 33.89 5.86 32.81
5 4 2.34 7.92 33.89 5.86 32.81

5 4 2.34 7.92 33.89 5.86 32.82
5 4 2.34 7.92 33.88 5.86 32.82
5 4 2.35 7.92 33.88 5.86 32.82
5 4 2.35 7.92 33.87 5.86 32.82
5 4 2.36 7.92 33.87 5.86 32.83
5 4 2.36 7.92 33.86 5.86 32.83
5 5 2.36 7.56 35.18 9.65 34.38
5 5 2.46 7.57 35.06 9.62 34.43
5 5 2.56 7.57 34.94 9.58 34.49
5 5 2.66 7.58 34.82 9.55 34.54
5 5 2.76 7.59 34.70 9.51 34.60
5 5 2.86 7.59 34.59 9.48 34.65
5 5 2.96 7.60 34.47 9.45 34.71
5 5 3.06 7.60 34.36 9.41 34.76
5 5 3.16 7.61 34.24 9.38 34.82
5 5 3.26 7.62 34.13 9.35 34.87
5 5 3.36 7.62 34.01 9.31 34.93
5 5 3.46 7.63 33.90 9.28 34.98
5 5 3.56 7.63 33.78 9.25 35.04
5 5 3.66 7.64 33.67 9.22 35.09
5 5 3.76 7.65 33.56 9.18 35.15
5 5 3.86 7.65 33.45 9.15 35.20
5 5 3.96 7.66 33.34 9.12 35.26
5 5 4.06 7.67 33.23 9.09 35.31
5 5 4.16 7.67 33.11 9.05 35.37
5 5 4.26 7.68 33.00 9.02 35.42
5 5 4.36 7.69 32.90 8.99 35.48
5 5 4.46 7.69 32.79 8.96 35.53
5 5 4.56 7.70 32.68 8.93 35.59
5 5 4.66 7.71 32.57 8.90 35.64
5 5 4.76 7.71 32.46 8.87 35.70
5 5 4.86 7.72 32.35 8.84 35.75
5 5 4.96 7.73 32.25 8.80 35.81
5 5 5.06 7.73 32.14 8.77 35.86
5 5 5.16 7.74 32.04 8.74 35.92
5 6 5.16 7.81 30.75 8.41 37.52
5 6 5.26 7.82 30.66 8.38 37.57
5 6 5.36 7.83 30.56 8.36 37.63
5 6 5.46 7.84 30.46 8.33 37.68
5 6 5.56 7.85 30.37 8.30 37.74
5 6 5.66 7.85 30.27 8.27 37.79
5 6 5.76 7.86 30.17 8.24 37.85
5 6 5.86 7.87 30.08 8.22 37.90
5 6 5.96 7.88 29.98 8.19 37.96
5 6 6.06 7.89 29.89 8.16 38.01
5 6 6.16 7.90 29.79 8.13 38.07
5 6 6.26 7.91 29.70 8.11 38.12
5 6 6.36 7.92 29.61 8.08 38.18
5 6 6.46 7.93 29.51 8.05 38.23
5 6 6.56 7.93 29.42 8.03 38.29
5 6 6.66 7.94 29.33 8.00 38.34
5 6 6.76 7.95 29.23 7.97 38.40
5 6 6.86 7.96 29.14 7.95 38.45
5 6 6.96 7.97 29.05 7.92 38.51
5 6 7.06 7.98 28.96 7.89 38.56
5 6 7.16 7.98 28.87 7.87 38.62
5 6 7.26 7.99 28.78 7.84 38.67
5 6 7.36 8.00 28.69 7.81 38.73
5 6 7.46 8.01 28.60 7.79 38.78
5 6 7.56 8.02 28.51 7.76 38.84

I
5 7 7.56 8.04 28.01 7.64 39.58
5 7 7.66 8.05 27.93 7.61 39.63
5 7 7.76 8.06 27.84 7.59 39.69
5 7 7.86 8.07 27.76 7.56 39.74
5 7 7.96 8.08 27.67 7.54 39.80
5 7 8.06 8.09 27.59 7.51 39.85
5 7 8.16 8.09 27.50 7.49 39.91
5 7 8.26 8.10 27.42 7.46 39.96
5 7 8.36 8.11 27.34 7.44 40.02
5 7 8.46 8.12 27.25 7.41 40.07
5 7 8.56 8.13 27.17 7.39 40.13
5 7 8.66 8.14 27.09 7.37 40.18
5 7 8.76 8.15 27.01 7.34 40.24
5 7 8.86 8.15 26.92 7.32 40.29
5 7 8.96 8.16 26.84 7.29 40.35
5 7 9.06 8.17 26.76 7.27 40.40
5 7 9.16 8.18 26.68 7.25 40.46
5 7 9.26 8.19 26.60 7.22 40.51
5 7 9.36 8.19 26.52 7.20 40.57
5 7 9.46 8.20 26.44 7.18 40.62
5 7 9.56 8.21 26.36 7.15 40.68
5 7 9.66 8.22 26.28 7.13 40.73
5 7 9.76 8.22 26.20 7.11 40.79
5 7 9.86 8.23 26.12 7.09 40.84
5 7 9.96 8.24 26.04 7.06 40.90
5 7 10.06 8.25 25.96 7.04 40.95
5 8 10.06 8.27 25.45 6.91 41.85
5 8 10.16 8.28 25.37 6.89 41.91
5 8 10.26 8.28 25.30 6.87 41.96
5 8 10.36 8.29 25.22 6.84 42.02
5 8 10.46 8.30 25.15 6.82 42.07
5 8 10.56 8.31 25.08 6.80 42.13
5 8 10.66 8.32 25.00 6.78 42.18
5 8 10.76 8.32 24.93 6.76 42.24
5 8 10.86 8.33 24.86 6.74 42.29
Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I

SUMMER
DELTA @ 6005=200 4/D OR 24MG/L
(72 MG/L CBOD)
Discharger
Receiving Stream
MODEL RESULTS
: NEWTON-CLARK CREEI< WWTP
: CLARI< CREEI<
The End D.O. is
The End CBOD is
The End NBOD is
0.00 mg/1.
0.00 mg/1.
0.00 mg/1.
Segment 1
Reach 1
Segment 2
Reach 1
Reach 2
Reach 3
Segment 3
Reach 1
Reach 2
Reach 3
Reach 4
Segment 4
Reach 1
Segment 5
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
WLA
D0 Min CBOD
(mg/1) Milepoint Reach # (mg/1)
7.39 0.00 1
5.18 0.60 2
5.92 5.00 4
7.06
5.50
0.00
5.16
1
5
WLA WLA
NBOD D0 Waste Flow
(mg/1) (mg/1) (mgd)
45.00 90.00 0.00 0.00800
45.00 90.00 4.00 0.10000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
45.00 6.30 5.00 7.50000
45.00 90.00 0.00 0.00800
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
72.00 13.50 5.00 1.00000
63.00 90.00 0.00 1.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000

4'' MUUtL UMMAKY UA I A mmm
Discharger• : NEWTON-CLARI< CREEI< WWTP
Receiving Stream : CLARI< CREEI<
Summer 7Q10 : 6.0
Design Temperature: 25.0
Subbasin : 030835
Stream Class: C
Winter 7Q10 : 10.0
ILENGTHI SLOPE' VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNR I KNR I SOD 1 SOD
I mile 1 ft/mil fps I ft 'design' @20° 'design' @20° 'design) 020° !design' @20° 'design' 020°
I I I I I I I I I I I I I
Segment 1 1 1.401 16.101 0.198 0.16 1 0.00 10.28 10.00 1 5.95I 0.00 10,30 0.00 10.00 10.00 10.00
Reach 1 1 I I 1 I I I I I 1 I I I
I I I I I I I I I I I I I I
Segment 2 I 0.301 63.001 0.181 1 0.31 10.00 1 0.56 1 0.00 1 21.201 0.00 10.50 1 0.00 1 0.00 10.00 1 0.00
Reach t l I I I I I I I I I I I I
I I I
Segment 2 1 0.601 31.001 0.159 1 0.36 1 0.00 ( 0.42 10.00 110.621 0.00 10.50 10.00 10.00 i 0.00 10.00
Reach 2 1 I I I I I 1 1 I I 1 I I
I I I I I I I I I I I I I I
Segment 2 11.501 20.101 0.185 1 0.65 10.00 1 0.30 10.00 1 6.90I 0.00 1 0.50 10.00 1 0.00 10.00 1 0.00
Reach 3 1 I I 1 I 1 I I I 1 1 I I
I I I I I I I I I I I I I I
Segment 3 I 2.101 7.101 0.181 11.01 1 0.00 1 0.23 1 0.00 1 2.39I 0.00 1 0.30 1 0.00 10.00 10.00 10.00
Reach 1 1 I I
I I I I I I I I I I I I I I
Segment 3 1 1.401 1.101 0.200 11.18 1 0.00 10.23 1 0.00 1 2.561 0.00 1 0.30 1 0.00 1 0.00 1 0.00 1 0.00
Reach 2 1 I I 1 1 1 1 1 1 1 1 1 I
I I I I I I I I I I I I I I
Segment 3 1 0.901 1.101 0.229 1 1.31 1 0.00 1 0.23 1 0.00 I 2.931 0,00 1 0.30 1 0.00 10.00 10.00 i 0.00
Reach 3 I I I 1 1 1 1 1 1 1 1 1 I
I I I I I I I I I I I I I I
Segment 3 1 1.701 1.101 0.509 1 1.52 1 0.00 1 0.26 1 0.00 1 4.101 0.00 1 0.30 1 0.00 1 0.00 1 0.00 1 0.00
Reach 4 I I 1 1 1 1 1 1 1 1 1 1 I
I I I I I I I I I I I I I I
Segment 4 1 1.001 21.001 0.129 1 0.41 1 0,00 1 0,31 1 0,00 1 6.291 0.00 1 0.50 1 0.00 1 0.00 1 0.00 1 0.00
Reach 1 1 I I 1 1 1 1 1 1 1 1 1 I
I I I I I I I I I I I I I I
Segment 5 1 0.601 1.101 0.501 1 1.56 1 0.00 1 0.26 1 0.00 1 4.631 0.00 1 0.30 1 0.00 1 0.00 1 0.00 1 0.00
Reach 1 1 I I 1 1 1 1 1 1 1 1 1 I
I I I I I I I I I I I I I I
Segment 5 1 1.101 1.101 0.496 1 1.61 1 0.00 1 0.26 1 0.00 1 4.581 0.00 1 0.30 1 0.00 1 0.00 1 0.00 1 0.00
Reach 2 1 I I 1 1 1 1 1 1 1 1 1
I I I I I I I I I I I I I I
Segment 5 1 0.021 1.101 0.458 1 1.90 1 0.00 1 0.24 1 0.00 1 4.221 0.00 1 0.30 1 0.00 1 0.00 1 0.00 1 0.00
Reach 3 1 I I 1 1 1 1 1 1 1 1 1 I
I I I I I I I I I I I I I I
Segment 5 1 0.041 1.101 0.419 1 1.91 1 0.00 1 0.25 1 0.00 1 2.991 0.00 1 0.30 1 0.00 1 0.00 1 0.00 1 0.00
Reach 4 I I I 1 1 1 1 1 1 1 1 1 I

Segment 5 I .2.801 1: 101 0.491 11.94 1 0.00 1 0.25 1 0.00 13.111 0.00 1 0.30 1 0.00 1 0.00 1 0.00 10.00
Reach 5. I I I I I I I I I I I I I
I I I 1 I I 1 1 1 1 1 1 I I
Segment 5 I 2.401 1.101 0.501 11.99 10.00 10.25 1 0.00 1 3.131 0.00 10.30 10.00 1 0.00 1 0.00 10.00
Reach s l I I I I I I I I I I 1 I
I I 1 11 1 1 I 1 1 1 1 I I
Segment 5 1 2.501 1.101 0.501 1 2.02 10.00 1 0.25 10.00 I 3.131 0.00 1 0.30 10.00 1 0.00 1 0.00 1 0.00
Reach 1
I I I 11 I I I 1 I I I I I
Segment 5 I 0.801 1.101 0.503 i 2.05 1 0.00 10.25 1 0.00 1 3.151 0,00 10.30 1 0.00 1 0.00 10.00 10.00
Reach s 1 I I I I I I I I I I I I
1 Flow 1 CBOD 1 NBOD 1 D.O. I
1 cfs 1 mg/1 I mg/1 1 m9/1 I
Segment 1 each 1
Waste 1 0.012 145.000 190.000 1 0.000
Headwaters 1.700 1 5.000 1 0.000 1 7.440
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
* Runoff 1 0.000 1 5.000 I 0.000 I 7.440
Segment 2 Reach 1
Waste 1 0.155 1 45.000 190.000 I 4.000
Headwaters) 0.100 I 2.000 I 1.000 1 7.440
Tributary 1 0.000 1 2.000 I 1.000 1 7.440
* Runoff 1 0.100 1 2.000 I 1.000 1 7.440
Segment 2 Reach 2
Waste 1 0.000 I 0.000 I 0.000 1 0.000
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
* Runoff 1 0.100 1 2.000 I 1.000 1 7.440
Segment 2 Reach 3
Waste 1 0.000 I 0.000 I 0.000 I 0.000
Tributary 1 0.600 I 2.000 1 1.000 1 7.440
* Runoff 1 0.290 1 2.000 1 1.000 1 7.440
Segment 3 Reach 1
Waste I 0.000 1 0.000 I 0.000 1 0.000
Headwaters) 0.000 1 5.000 1 0.000 1 7.440
Tributary 1 0.000 1 2.000 I 1.000 1 7.440
* Runoff 1 0.090 1 5.000 1 0.000 1 7.440
Segment 3 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 1 7.440
* Runoff 1 0.090 1 5.000 1 0.000 1 7.440
Segment 3 Reach 3
Waste 1 0.000 I 0.000 I 0.000 I 0.000
Tributary 1 1.600 1 2.000 1 1.000 1 7.440
* Runoff 1 0.090 1 5.000 I 0.000 1 7.440

Segment 3 Reach 4
Waste 111.625 1 45.000 I 6.300 1 5.000
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
* Runoff I 0.090 1 5.000 1 0.000 1 7.440
Segment 4 Reach 1
Waste 1 0.012 1 45.000 1 90.000 1 0.000
Headwaters) 0.230 1 2.000 1 1.000 1 7.440
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
* Runoff I 0.370 1 2.000 1 1.000 1 7.440
Segment 5 each 1
Waste 1 0.000 1 0.000 I 0.000 I 0.000
Headwaters) 0.000 1 5.000 1 0.000 1 7.440
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 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.800 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 3
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 5.400 1 2.000 1 1.000 1 7.440
* Runoff I 0.090 I 5.000 1 0.000 1 7.440
Segment 5 Reach 4
Waste I 1.550 172.000 1 13.500 1 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 1 0.000 I 0.000 1 0.000 I 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 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 8
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.900 1 2.000 I 1.000 I 7.440
* Runoff 1 0.090 1 5.000 1 0.000 1 7.440
* Runoff flow is in cfs/mile

Seg
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
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
#1
SUMMER
DELTA @ B005=200 3/D OR 24MG/L
(72 MG/L CBOD)
Reach # 1 Seg Mi 1 0.0. 1 GBOD 1 NBOD 1 Flow I
1 0.00 7.39 5.29 0.65 1.71
1 0.10 7.49 5.23 0.64 1.71
1 0.20 7.57 5.18 0.63 1.71
1 0.30 7.64 5.12 0.63 1.71
1 0.40 7.70 5.06 0.62 1.71
1 0.50 7.74 5.01 0.61 1.71
1 0.60 7.78 4.95 0.60 1.71
1 0.70 7.82 4.90 0.59 1.71
1 0.80 7.84 4.85 0.58 1.71
1 0.90 7.87 4.79 0.58 1.71
1 1.00 7.88 4.74 0.57 1.71
1 1.10 7.90 4.69 0.56 1.71
1 1.20 7.91 4.64 0.55 1.71
1 1.30 7.93 4.59 0.55 1.71
1 1.40 7.94 4.54 0.54 1.71
1 0.00 5.35 28.14 55.10 0.26
1 0.03 5.45 27.64 54.08 0.26
1 0.06 5.54 27.16 53.08 0.26
1 0.09 5.62 26.69 52.12 0.26
1 0.12 5.69 26.23 51.17 0.27
1 0.15 5.75 25.78 50.25 0.27
1 0.18 5.81 25.34 49.35 0.27
1 0.21 5.86 24.91 48.48 0.28
1 0.24 5.91 24.50 47.62 0.28
1 0.27 5.96 24.09 46.79 0.28
1 0.30 6.00 23.69 45.97 0.29
2 0.30 6.00 23.69 45.97 0.29
2 0.36 5.66 22.96 44.29 0.29
2 0.42 5.43 22.27 42.69 0.30
2 0.48 5.29 21.60 41.16 0.30
2 0.54 5.21 20.97 39.70 0.31
2 0.60 5.18 20.36 38.31 0.32
2 0.66 5.18 19.77 36.99 0.32
2 0.72 5.21 19.21 35.72 0.33
2 0.78 5.25 18.67 34.50 0.33
2 0.84 5.31 18.15 33.34 0.34
2 0.90 5.37 17.66 32.23 0.35
3 0.90 6.68 7.72 12.40 0.95
3 1.00 6.72 7.45 11.77 0.97
3 1.10 6.76 7.20 11.19 1.00
3 1.20 6.80 6.97 10.64 1.03
3 1.30 6.85 6.75 10.13 1.06
3 1.40 6.89 6.54 9.65 1.09
3 1.50 6.94 6.34 9.20 1.12
3 1.60 6.99 6.16 8.78 1.15
3 1.70 7.03 5.98 8.38 1.18
3 1.80 7.08 5.81 8.01 1.21
3 1.90 7.12 5.65 7.65 1.23
3 2.00 7.16 5.50 7.32 1.26
3 2.10 7.20 5.35 7.01 1.29
3 2.20 7.24 5.21 6.71 1.32
3 2.30 7.28 5.08 6.43 1.35
3 2.40 7.31 4.95 6.16 1.38
1 0.00 7.66 4.72 3.05 3.09
1 0.10 7.62 4.68 3.00 3.10
1 0.20 7.59 4.64 2.95 3.11
1 0.30 7.56 4.59 2.90 3.12
1 0.40 7.54 4.55 2.85 3.13
1 0.50 7.52 4.51 2.80 3.14
1 0.60 7.50 4.47 2.75 3.15
1 0.70 7.49 4.43 2.70 3.16
1 0.A0 7.47 4.38 2.66 3.16

5 b 3.56 5.70 23.34 7.78 27.95
5 5 3.66 5.68 23.24 7.73 27.96
5 5 3.76 5.66 23.15 7.69 27.97
5 5 3.86 5.64 23.05 7.64 27.98
5 5 3.96 5.62 22.96 7.60 27.99
5 5 4.06 5.61 22.87 7.56 28.00
5 5 4.16 5.59 22.77 7.51 28.01
5 5 4.26 5.58 22.68 7.47 28.02
5 5 4.36 5.57 22.59 7.43 28.03
5 5 4.46 5.56 22.50 7.38 28.03
5 5 4.56 5.55 22.40 7.34 28.04
5 5 4.66 5.54 22.31 7.30 28.05
5 5 4.76 5.53 22.22 7.26 28.06
5 5 4.86 5.52 22.13 7.22 28.07
5 5 4.96 5.52 22.04 7.18 28.08
5 5 5.06 5.51 21.95 7.13 28.09
5 5 5.16 5.50 21.86 7.09 28.10
5 6 5.16 5.61 20.79 6.77 29.70
a 6 5.26 5.61 20.71 6.73 29.71
5 6 5.36 5.61 20.63 6.69 29.72
5 6 5.46 5.61 20.54 6.65 29.72
5 6 5.56 5.61 20.46 6.61 29.73
5 6 5.66 5.61 20.38 6.58 29.74
5 6 5.76 5.61 20.30 6.54 29.75
5 6 5.86 5.61 20.22 6.50 29.76
5 6 5.96 5.61 20.13 6.46 29.77
5 6 6.06 5.61 20.05 6.43 29.78
5 6 6.16 5.62 19.97 6.39 29.79
5 6 6.26 5.62 19.89 6.36 29.80
5 6 6.36 5.62 19.81 6.32 29.81
5 6 6.46 5.63 19.73 6.28 29.81
5 6 6.56 5.63 19.65 6.25 29.82
5 6 6.66 5.64 19.58 6.21 29.83
5 6 6.76 5.64 19.50 6.18 29.84
5 6 6.86 5.65 19.42 6.14 29.85
5 6 6.96 5.65 19.34 6.11 29.86
5 6 7.06 5.66 19.26 6.07 29.87
5 6 7.16 5.66 19.19 6.04 29.88
5 6 7.26 5.67 19.11 6.00 29.89
5 6 7.36 5.67 19.03 5.97 29.90
5 6 7.46 5.68 18.96 5.94 29.90
5 6 7.56 5.69 18.88 5.90 29.91
5 7 7.56 5.73 18.47 5.78 30.65
5 7 7.66 5.74 18.40 5.75 30.66
5 7 7.76 5.75 18.33 5.72 30.67
5 7 7.86 5.75 18.25 5.69 30.68
5 7 7.96 5.76 18.18 5.65 30.69
5 7 8.06 5.77 18.11 5.62 30.70
5 7 8.16 5.78 18.04 5.59 30.71
5 7 8.26 5.78 17.96 5.56 30.72
5 7 8.36 5.79 17.89 5.53 30.73
5 7 8.46 5.80 17.82 5.50 30.73
5 7 8.56 5.81 17.75 5.47 30.74
5 7 8.66 5.82 17.68 5.43 30.75
5 7 8.76 5.83 17.61 5.40 30.76
5 7 8.86 5.83 17.54 5.37 30.77
5 7 8.96 5.84 17.47 5.34 30.78
5 7 9.06 5.85 17.40 5.31 30.79
5 7 9.16 5.86 17.33 5.28 30.80
5 7 9.26 5.87 17.26 5.25 30.81
5 7 9.36 5.88 17.19 5.22 30.82
5 7 9.46 5.89 17.13 5.19 30.82
5 7 9.56 5.90 17.06 5.16 30.83
5 7 9.66 5.90 16.99 5.14 30.84
5 7 9.76 5.91 16.92 5.11 30.85
/ CI SIR ;_n9 1F_RS 5_nR ln_A6

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
il 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 22.28 3.52 26.29
5 4 2.32 6.47 22.28 3.52 26.29
5 4 2.33 6.47 22.27 3.52 26.29
5 4 2.33 6.47 22.27 3.52 26.29
5 4 2.34 6.46 22.27 3.52 26.29
5 4 2.34 6.46 22.26 3.52 26.29
5 4 2.34 6.46 22.26 3.52 26.29
5 4 2.35 6.46 22.26 3.52 26.29
5 4 2.35 6.46 22.25 3.52 26.29
5 4 2.36 6.46 22.25 3.52 26.29
5 4 2.36 6.46 22.24 3.52 26.30
5 5 2.36 6.10 24.51 8.33 27.85
5 5 2.46 6.05 24.41 8.28 27.85
5 5 2.56 6.01 24.31 8.23 27.86
5 5 2.66 5.97 24.21 8.19 27.87
5 5 2.76 5.93 24.11 8.14 27.88
5 5 2.86 5.90 24.02 8.09 27.89
5 5 2.96 5.86 23.92 8.05 27.90
5 5 3.06 5.83 23.82 8.00 27.91
5 5 3.16 5.80 23.72 7.96 27.92
5 5 3.26 5.77 23.63 7.91 27.93
5 5 3.36 5.75 23.53 7.87 27.94
S S _4R 5.72 23.43 7.R2 27.94

5
5.
5
5
5
5
5
5
5
5
5
I 5e9 # I
7
7
8
8
8
8
8
8
8
8
8
Reach
9.96
10.06
10.06
10.16
10.26
10.36
10.46
10.56
10.66
10.76
10.86
# I 8e0 M 7
5.93
5.94
5.98
5.99
6.00
6.01
6.02
6.03
6.04
6.05
6.06
I D.O.
I
16.79
16.72
16.30
16.24
16.18
16.11
16.05
15.99
15.92
15.86
15.80
CBOD
I
5.05 30.87
5.02 30.88
4.91 31.78
4.88 31.79
4.85 31.80
4.82 31.81
4.80 31.81
4.77 31.82
4.74 31.83
4.72 31.84
4.69 31.85
NBOD I Flow I

WINTER
DELTA MILLS ( 200 ## /D OR 24
MG/L (72 CBOD)
Discharger
Receiving Stream
MODEL RESULTS
: NEWTON-CLARK CREEI< WWTP
: CLARK CREEI<
The End 0.0. is
The End CBOD is
The End NBOD is
0.00 mg/1.
0.00 mg/1.
0.00 mg/1.
Segment 1
Reach 1
Segment 2
Reach 1
Reach 2
Reach 3
Segment 3
Reach 1
Reach 2
Reach 3
Reach 4
Segment 4
Reach 1
Segment 5
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
WLA
D0 Min CBOD
(mg/1) Milepoint Reach # (mg/1)
9.24 0.00
6.97 0.00
7.29 5.00 4
8.99
7.56
0.00
2.36
1
5
WLA WLA
NBOD D0 Waste Flow
(mg/1) (m9/1) (mgd)
45.00 90.00 0.00 0.00800
45.00 90.00 4.00 0.10000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
90.00 13.95 5.00 7.50000
45.00 90.00 0.00 0.00800
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
74.00 13.50 5.00 1.00000
63.00 90.00 0.00 1.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000

SUMMER
DELTA @ 0.100 MOD & 720 MG/L
MODEL RESULTS
Discharger : NEWTON-CLARI< CREEK WWTP
Receiving Stream : CLARI< CREEK
The End D.O. is 5.97 mg/1.
The End CBOD is 16.36 mg/1.
The End NBOD is 4.44 mg/1.
WLA WLA WLA
D0 Min CBOD NBOD D0 Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 7.39 0.00 1
Reach 1
Segment 2 5.18 0.60 2
Reach 1
Reach 2
Reach 3
Segment 3 5.92 5.00 4
Reach 1
Reach 2
Reach 3
Reach 4
Segment 4 7.06 0.00 1
Reach 1
Segment 5 5.40 5.16 5
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
45.00
45.00
0.00
0.00
0.00
0.00
0.00
45.00
45.00
0.00
0.00
0.00
720.00
63.00
0.00
0.00
0.00
90.00 0.00 0.00800
90.00 4.00 0.10000
0.00 0.00 0.00000
0.00 0.00 0.00000
0.00 0.00 0.00000
0.00 0.00 0.00000
0.00 0.00 0.00000
6.30 5.00 7.50000
90.00 0.00 0.00800
0.00 0.00 0.00000
0.00 0.00 0.00000
0.00 0.00 0.00000
13.50 5.00 0.10000
90.00 0.00 1.00000
0.00 0.00 0.00000
0.00 0.00 0.00000
0.00 0.00 0.00000

m** MODEL SUMMARY DATA m
Discharger : NEWTON-CLARI< CREEK WWTP
Receiving Stream : CLARI< CREEK
Summer 7010 : 6.0
Design Temperature: 25.0
Subbasin : 030835
Stream Class: C
Winter 7Q10 : 10.0
'LENGTH' SLOPE' VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNR 1 KNR 1 SOD 1 SOD
1 mile 1 ft/mil fps 1 ft 'design) @20° 'designQ20° 'design' @20° (design' @20° 'design' @20°
I I I I I I I I I I I I I I
Segment 1 1 1.401 16,101 0.198 1 0.16 1 0.35 1 0.28 1 6.64 1 5.951 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00
Reach 1 1 I I I I I I I I I I I I
I I I I I I I I I I I I I I
Segment 2 1 0.301 63.001 0.181 1 0.31 1 0.11 1 0.56 123.63 1 21.201 0.13 1 0.50 1 0.13 1 0.00 1 0.00 1 0.00
Reach 1 1 I I 1 1 1 1 1 1 1 1 1 I
I I I I I I I I I I I I I I
Segment 2 1 0.601 31.001 0.159 1 0.36 1 0.53 1 0.42 111.84 1 10.621 0.13 10.50 ( 0.73 1 0.00 1 0.00 1 0.00
Reach 2 1 I I 1 1 1 1 1 1 1 1 1 I
I I I I I I I I I I I I I I
Segment 2 1 1.501 20.101 0.185 1 0.65 1 0.38 1 0.30 1 1.69 1 6.901 0.13 1 0.50 1 0.13 1 0.00 1 0.00 1 0.00
Reach 3 I I I 1 1 1 1 1 1 1 1 1 I
I I I I I I I I I I I I I I
Segment 3 1 2.101 7.101 0.187 1 1.07 1 0.29 10.23 1 2.66 1 2.391 0,44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00
Reach 1 1 I I 1 1 1 1 1 1 1 1 1 1
I I I I I I I I I I I I I I
Segment 3. 1 1.401 1.101 0.200 1 1.18 1 0.29 1 0.23 1 2.86 1 2.561 0.44 1 0.30 1 0.44 1 0.00 10.00 1 0.00
Reach 2 I I I 1 1 1 1 1 1 1 1 1 I
I I I I I I I I I I I I I I
Segment 3 1 0.901 1.101 0.229 1 1.31 1 0.29 1 0.23 1 3.21 1 2.931 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00
Reach 3 1 I I 1 1 1 1 1 1 1 1 1 I
I I I I I I I I I I I I I I
Segment 3 1 1.101 1.101 0.509 1 1.52 1 0.33 1 0.26 1 5.24 1 4.101 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00
Reach 4 1 I I 1 1 1 1 1 1 1 1 1 I
I I I I I I I I I I I I I I
Segment 4 1 1.001 21.001 0.129 1 0.41 1 0.40 1 0.31 1 1.01 1 6.291 0.13 1 0.50 1 0.13 1 0.00 1 0.00 1 0.00
Reach 1 1 I I 1 1 1 1 1 1 1 1 1 I
I I I I I I I I I I I I I I
Segment 5 1 0.601 1.101 0.501 1 1.56 1 0.33 1 0.26 1 5.16 1 4.631 0.44 1 0.30 1 0.44 1 0.00 1 0.00 10.00
Reach 1 1 I I 1 1 1 1 1 1 1 1 1 I
I I I I I I I I I I I I I
Segment 5 1 1.101 1.101 0.496 1 1.61 1 0.32 1 0.26 1 5.10 1 4.581 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00
Reach 2 I I I 1 1 1 1 1 1 1 1 1 I
I I I I I I I I I I I I I I
Segment 5 1 0.021 1.101 0.458 1 1.90 1 0.31 1 0.25 1 4.11 1 4.221 0.44 1 0.30 1 0.44 1 0.00 1 0.00 10.00
Reach 3 I I I
I I I I I I I I I I I I I
Segment 5 1 0.041 1.101 0.460 1 1.90 1 0.31 1 0.25 1 4.13 1 4.241 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00
Reach 4 I I I 1 1 1 1 1 1 1 1 1 I

Segment 5 1 2.801 1.101 0.418 1 1.92 1 0.31 1 0.25 1 3,33 1 2.991 0.44 1 0.30 1 0.44 1 0.00 1 0.00 10.00
Reach 5 I 1 1 1 1 1 1 1 1 1 1 1 I
I I 1 1 1 1 1 1 1 1 1 1 I 1
Segment 5 1 2.401 1.101 0.483 1 1.98 1 0.31 1 0.25 1 3.31 1 3.021 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00
Reach 6 I 1 1 1 1 1 1 1 1 1 1 1 I
I I 1 1 1 1 1 1 1 1 1 1 I I
Segment 5 1 2.501 1.101 0.484 1 2.01 1 0.31 1 0.24 1 3.31 1 3.021 0.44 1 0.30 1 0.44 1 0.00 ( 0.00 1 0.00
Reach 1 1 1 1 1 1 1 1 1 1 1 1 1 I
I I 1 1 1 1 1 1 1 .1 1 1 I I
Segment 5 1 0.801 1.101 0.481 1 2.04 1 0,31 1 0.24 1 3.39 1 3.041 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00
Reach 8( 1 1 1 1 1 1 1 1 1 1 1 I
1 Flow 1 CBOD I NBOO 1 D.O. I
1 cfs 1 mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste 1 0.012 1 45.000 1 90.000 1 0.000
Headwaters) 1.700 1 5.000 1 0.000 1 7.440
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
* Runoff 1 0.000 1 5.000 1 0.000 1 7.440
Segment 2 Reach 1
Waste 1 0.155 1 45.000 1 90.000 ( 4.000
Headwaters) 0.100 1 2.000 1 1.000 1 7.440
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
* Runoff 1 0.100 1 2.000 1 1.000 1 7.440
Segment 2 Reach 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
* Runoff 1 0.100 1 2.000 1 1.000 I 7.440
Segment 2 Reach 3
Waste 1 0.000 1 0.000 1 0.000 1 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 1 7.440
Segment 3 Reach 1
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Headwaters) 0.000 1 5.000 1 0.000 1 7.440
Tributary 1 0.000 I 2.000 1 1.000 I 7.440
* Runoff 1 0.090 1 5.000 1 0.000 1 7.440
Segment 3 Reach 2
Waste 1 0.000 1 0.000 I 0.000 1 0.000
Tributary 1 0.800 1 2.000 1 1.000 1 7.440
* Runoff I 0.090 I 5.000 I 0.000 I 7.440
Segment 3 Reach 3
Waste I 0.000 1 0.000 I 0.000 I 0.000
Tributary 1 1.600 1 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 1 6.300 1 5.000
Tributary 1 0.000 I 2.000 I 1.000 1 7.440
* Runoff 1 0.090 1 5.000 1 0.000 i 7.440
Segment 4 Reach 1
Waste 1 0.012 145.000 1 90.000 1 0.000
Headwaters) 0.230 I 2.000 1 1.000 1 7.440
Tributary 1 0.000 1 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 I 0.000 1 0.000 1 0.000
Headwaters) 0.000 1 5.000 I 0.000 1 7.440
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 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.800 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 3
Waste 1 0.000 I 0.000 I 0.000 1 0.000
Tributary 1 5.400 1 2.000 1 1.000 I 7.440
* Runoff 1 0.090 1 5.000 1 0.000 1 7.440
Segment 5 Reach 4
Waste 1 0.155 1720.000 113.500 1 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 I 1.000 1 7.440
* Runoff 1 0.090 1 5.000 1 0.000 1 7.440
Segment 5 Reach 6
Waste 1 0.000 1 0.000 I 0.000 1 0.000
Tributary 1 1.600 I 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 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 8
Waste 1 0.000 1 0.000 I 0.000 1 0.000
Tributary 1 0.900 1 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

SUMMER
DELTA @ 0.100 MG() & 720 MG/L
Seg #
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
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
Reach 14 I Seg Mi I D.O. ( CBOD I N80D I Flow I
1 0.00 7.39 5.29 0.65 1.71
1 0.10 7.49 5.23 0.64 1.71
1 0.20 7.57 5.18 0.63 1.71
1 0.30 7.64 5.12 0.63 1.71
1 0.40 7.70 5.06 0.62 1.71
1 0.50 7.74 5.01 0.61 1.71
1 0.60 7.78 4.95 0.60 1.71
1 0.70 7.82 4.90 0.59 1.71
1 0.80 7.84 4.85 0.58 1.71
1 0.90 7.87 4.79 0.58 1.71
1 1.00 7.88 4.74 0.57 1.71
1 1.10 7.90 4.69 0.56 1.71
1 1.20 7.91 4.64 0.55 1.71
1 1.30 7.93 4.59 0.55 1.71
1 1.40 7.94 4.54 0.54 1.71
1 0.00 5.35 28.14 55.10 0.26
1 0.03 5.45 27.64 54.08 0.26
1 0.06 5.54 27.16 53.08 0.26
1 0.09 5.62 26.69 52.12 0.26
1 0.12 5.69 26.23 51.17 0.27
1 0.15 5.75 25.78 50.25 0.27
1 0.18 5.81 25.34 49.35 0.27
1 0.21 5.86 24.91 48.48 0.28
1 0.24 5.91 24.50 47.62 0.28
1 0.27 5.96 24.09 46.79 0.28
1 0.30 6.00 23.69 45.97 0.29
2 0.30 6.00 23.69 45.97 0.29
2 0.36 5.66 22.96 44.29 0.29
2 0.42 5.43 22.27 42.69 0.30
2 0.48 5.29 21.60 41.16 0.30
2 0.54 5.21 20.97 39.70 0.31
2 0.60 5.18 20.36 38.31 0.32
2 0.66 5.18 19.77 36.99 0.32
2 0.72 5.21 19.21 35.72 0.33
2 0.78 5.25 18.67 34.50 0.33
2 0.84 5.31 18.15 33.34 0.34
2 0.90 5.37 17.66 32.23 0.35
3 0.90 6.68 7.72 12.40 0.95
3 1.00 6.72 7.45 11.77 0.97
3 1.10 6.76 7.20 11.19 1.00
3 1.20 6.80 6.97 10.64 1.03
3 1.30 6.85 6.75 10.13 1.06
3 1.40 6.89 6.54 9.65 1.09
3 1.50 6.94 6.34 9.20 1.12
3 1.60 6.99 6.16 8.78 1.15
3 1.70 7.03 5.98 8.38 1.18
3 1.80 7.08 5.81 8.01 1.21
3 1.90 7.12 5.65 7.65 1.23
3 2.00 7.16 5.50 7.32 1.26
3 2.10 7.20 5.35 7.01 1.29
3 2.20 7.24 5.21 6.71 1.32
3 2.30 7.28 5.08 6.43 1.35
3 2.40 7.31 4.95 6.16 1.38
1 0.00 7.66 4.72 3.05 3.09
1 0.10 7.62 4.68 3.00 3.10
1 0.20 7.59 4.64 2.95 3.11
1 0.30 7.56 4.59 2.90 3.12
1 0.40 7.54 4.55 2.85 3.13
1 0.50 7.52 4.51 2.80 3.14
1 0.60 7.50 4.47 2.75 3.15
1 0.70 7.49 4.43 2.70 3.16
1 n.an 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 6.55 23.53 2.97 24.90
5 4 2.32 6.55 23.53 2.96 24.90
5 4 2.33 6.55 23.52 2.96 24.90
5 4 2.33 6.55 23.52 2.96 24.90
5 4 2.34 6.55 23.51 2.96 24.90
5 4 2.34 6.55 23.51 2.96 24.90
5 4 2.34 6.55 23.51 2.96 24.90
5 4 2.35 6.55 23.50 2.96 24.90
5 4 2.35 6.55 23.50 2.96 24.90
5 4 2.36 6.55 23.49 2.96 24.90
5 4 2.36 6.55 23.49 2.96 24.90
5 5 2.36 6.17 25.80 8.06 26.45
5 5 2.46 6.11 25.70 8.01 26.46
5 5 2.56 6.06 25.59 7.96 26.47
5 5 2.66 6.01 25.48 7.92 26.48
5 5 2.76 5.96 25.37 7.87 26.49
5 5 2.86 5.91 25.26 7.82 26.50
5 5 2.96 5.87 25.16 7.78 26.50
5 5 3.06 5.83 25.05 7.73 26.51
5 5 3.16 5.79 24.94 7.68 26.52
5 5 3.26 5.76 24.84 7.64 26.53
5 5 3.36 5.72 24.73 7.59 26.54
5 5 3.46 5.69 24.63 7.55 26.55

b 5 3.56 5.66 24.53 7.50 26.56
5 3.66 5.64 24.42 7.46 26.57
5 5 3.76 5.61 24.32 7.41 26.58
5 5 3.86 5.59 24.22 7.37 26.59
5 5 3.96 5.57 24.11 7.32 26.59
5 5 4.06 5.54 24.01 7.28 26.60
5 5 4.16 5.53 23.91 7.24 26.61
5 5 4.26 5.51 23.81 7.19 26.62
5 5 4.36 5.49 23.71 7.15 26.63
5 5 4.46 5.48 23.61 7.11 26.64
5 5 4.56 5.46 23.51 7.07 26.65
5 5 4.66 5.45 23.41 7.02 26.66
5 5 4.76 5.44 23.31 6.98 26.67
5 5 4.86 5.43 23.21 6.94 26.68
5 5 4.96 5.42 23.12 6.90 26.68
5 5 5.06 5.41 23.02 6.86 26.69
5 5 5.16 5.40 22.92 6.82 26.70
5 6 5.16 5.52 21.74 6.49 28.30
5 6 5.26 5.52 21.65 6.45 28.31
5 6 5.36 5.51 21.56 6.41 28.32
5 6 5.46 5.51 21.47 6.38 28.33
5 6 5.56 5.51 21.38 6.34 28.34
5 6 5.66 5.51 21.29 6.30 28.35
5 6 5.76 5.51 21.20 6.26 28.36
5 6 5.86 5.51 21.12 6.23 28.37
5 6 5.96 5.51 21.03 6.19 28.37
5 6 6.06 5.51 20.94 6.15 28.38
5 6 6.16 5.51 20.86 6.12 28.39
5 6 6.26 5.51 20.77 6.08 28.40
5 6 6.36 5.52 20.68 6.05 28.41
5 6 6.46 5.52 20.60 6.01 28.42
5 6 6.56 5.52 20.51 5.98 28.43
5 6 6.66 5.53 20.43 5.94 28.44
5 6 6.76 5.53 20.34 5.91 28.45
5 6 6.86 5.54 20.26 5.87 28.46
5 6 6.96 5.54 20.18 5.84 28.46
5 6 7.06 5.55 20.09 5.80 28.47
5 6 7.16 5.55 20.01 5.77 28.48
5 6 7.26 5.56 19.93 5.73 28.49
5 6 7.36 5.56 19.84 5.70 28.50
5 6 7.46 5.57 19.76 5.67 28.51
5 6 7.56 5.58 19.68 5.63 28.52
5 7 7.56 5.62 19.23 5.52 29.26
5 7 7.66 5.63 19.15 5.48 29.27
5 7 7.76 5.64 19.07 5.45 29.28
5 7 7.86 5.65 19.00 5.42 29.29
5 7 7.96 5.65 18.92 5.39 29.29
5 7 8.06 5.66 18.84 5.36 29.30
5 7 8.16 5.67 18.76 5.33 29.31
5 7 8.26 5.68 18.69 5.29 29.32
5 7 8.36 5.69 18.61 5.26 29.33
5 7 8.46 5.69 18.53 5.23 29.34
5 7 8.56 5.70 18.46 5.20 29.35
5 7 8.66 5.71 18.38 5.17 29.36
5 7 8.76 5.72 18.31 5.14 29.37
5 7 8.86 5.73 18.23 5.11 29.38
5 7 8.96 5.74 18.16 5.08 29.38
5 7 9.06 5.75 18.08 5.05 29.39
5 7 9.16 5.76 18.01 5.02 29.40
5 7 9.26 5.77 17.93 4.99 29.41
5 7 9.36 5.77 17.86 4.96 29.42
5 7 9.46 5.78 17.79 4.93 29.43
5 7 9.56 5.79 17.71 4.91 29.44
5 7 9.66 5.80 17.64 4.88 29.45
5 7 9.76 5.81 17.57 4.85 29.46
7 A.88 5.82 17.50 4.82 29.47

5 7 9.96
5M . -7 10.06
5" 8 10.06
5 8 10.16
5 8 10.26
5 8 10.36
5 8 10.46
5 8 10.56
5 8 10.66
5 8 10.76
5 8 10.86
Seg # 1 Reach # 1 Seg M
5.83 17.42 4.79 29.47
5.84 17.35 4.76 29.48
5.89 16.90 4.65 30.38
5.90 16.83 4.62 30.39
5.91 16.76 4.60 30.40
5.92 16.69 4.57 30.41
5.93 16.63 4.54 30.42
5.94 16.56 4.52 30.43
5.95 16.49 4.49 30.44
5.96 16.42 4.47 30.45
5.97 16.36 4.44 30.46
D.O. 1 CBOO 1 NBOD 1 Flow 1