NC0039594_Wasteload Allocation_19870728

NPDES DOCUMENT SCANNING COVER SHEET
NC0039594
Maiden WWTP
NPDES Permit:
Document Type:
Permit Issuance
---, ,,..
/''
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
July 28, 1987
This document is printed on reuse paper - ignore any
content an the rester -we side

NPOES WASTE LOAD ALLOCATION
Facility Name: TOWN of AAA(DE7'i W03TP
Existing
Proposed 0
Permit No.: (J0003S'i4-
Design Capacity (MGD): (.()
Receiving Stream: L 4 K C62 (
Engineer
12GD
Date Rec.
Date
# .l
1/772 7, f
Pipe No.: 00 ( County: CA A -(,,CI B 1A
Industrial (% of Flow) : Domestic (% of Flow) : j 0 Q
Reference USGS Quad: C . 14. - 5 w
Class: C Sub -Basin: 03 0 2- 3 SS
(Please attach) Requestor: 13(2.19 C/ E S
Regional Office M K U
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: �S °C Drainage Area (mi2):
7Q10 (cfs) Winter 7Q10 (cfs)
Location of D.O. minimum (miles below outfall):
Velocity (fps):
?2
Kl (base e, per day):
Avg. Streamflow (cfs) :
30Q2 (cfs)
Slope (fpm)
K2 (base e. r.r day) :
Effluent
Characteristics
- Monthly
Average
Comments
n
1755
142.
o
1nC
L-L.,,,q,.. (41twi4)
,
J
>
> 91
on
Re
Co tion
on O
ation
Prepared By: Lik.,
Comments:
r -�
Reviewed By: C
Date : 71 ? gig 7

Request No. :3895
WASTELOAD ALLOCATION APPROVAL FORM
Permit Number : NC0039594
Facility Name : TOWN OF MAIDEN
Type of Waste : MUNICIPAL
Status : EXISTING
Receiving Stream : CLARK CREEK
Stream Class : C
Subbasin : 030835
County : CAT Drainage Area (sq mi) : 66.
Regional Office : MRO"1 Average Flow (cfs) : 77
Requestor : SAM BRIDGES Summer 7010 (cfs) : 12.
Date of Request : 3/18/87 Winter 7010 (cfs) : 22.
Quad : E14SW 30Q2 (cfs> :
RECOMMENDED EFFLUENT LIMITS
:
Wasteflow (mgd): 1
5-Day BOD (mg/l): 30
Ammonia Nitrogen (mg/1).
Dissolved Oxygen (mg/l):
TSS (Mg/1): 30
Fecal Coliform (0/100ml): 1000
pH (SU): 6-9
Upstream (Y/N): »�
Downstream (Y/N):
Location:
Location:
MONITORING
N. C- »c/-C op r�
8E' �Rr-r-o���
,/
C°=^nu�/zyuE
JUL
N110Sm OF
--.
-- .... ..... .... .... ----------------------------- COMMENTS ----------------------------
NEWTON DO SAG OCCURS UPSTREAM. TOXICITY LIMITS ATTACHED (MAJOR).
Recommended by
Reviewed by:
Tech. Support Supervisor
Regional Supervisor
Permits & Engineering
RETURN TO TECHNICAL SERVICES BY
Date _

F
Facility Name
Permit # (JCZ©757'�
TOXICITY TESTING REQUIREMENT
The effluent discharge shall at no time exhibit chronic toxicity using
test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay proce-
dure (North Carolina Chronic Bioassay Procedure - Revised *February 1987) or
subsequent versions.
The effluent concentration at which there may be no observable inhibi-
tion of reproduction or significant mortality is % (defined as treatment
two in the North Carolina procedure document). The permit holder shall
perform •,,,p(„,,, monitoring using this procedure to establish compliance
with the perms condition. The first test will be performed within thirty
days from issuance of this permit. Effluent sampling for this testing shall
be performed at the NPDES permitted final effluent discharge below all
treatment processes.
All toxicity testing results required as part of this permit condition
will be entered on the Effluent Discharge Monitoring Form (MR-1) for the
month in which it was performed, using the appropriate parameter code.
Additionally, DEM Form AT-1 (original) is to be sent to the following
address:
Attention: Technical Services Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemi-
cal/physical measurements performed in association with the toxicity tests,
as well as all dose/response data. Total residual chlorine must be measured
and reported if chlorine is employed for disinfection of the waste stream.
Should any test data from this monitoring requirement or tests per-
formed by the North Carolina Division of Environmental Management indicate
potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited docu-
ment, such as minimum control organism survival and appropriate environmen-
tal controls, shall constitute an invalid test and will require immediate
retesting. Failure to submit suitable test results will constitute a fail -
um of permit condition.
7Q10 cfs
Permited Flow 1 MGD
Basin & Sub -basin cyzpfs 35
Receiving Stream (.,( je k2
County (7,, 4,04L
Recommended by:
Date 71R7

TOWN OF MAIDEN
NORTH CAROLINA
28650
P.O. BOX 125 (704)•428.8I78
464.
GX�
)44.1fAirctA.
it-•-)1"" I 413'
REC[ • ...
TT- D
June 30, 1987 JUL 6
1967
OFFICE OF
TOWN MANAGER
Div. of ., :: •ai Mgt.
R��►�I�;h, IN. C.
Mr. Paul Wilms
P.O. Box 27687
Raleigh, NC 27611
Dear Mr. Wilms:
The Town of Maiden having been in compliance for May and
June and foreseeing no problems with being in compliance in
the future, we are requesting that the Department of
Environmental Management rescind our request for a S.O.C.
This will allow us to make the additional sewer
connections applied for sooner than we could have by waiting
for the S.O.C. We will forward our reports for June and July
as soon as possible.
Also included is a report from R & A Lab's that will be
put with our NPDES Permit Application, which is up for
renewal in August of this year.
We-wbu1cl ads ;° .1 ke_ -to, qet status:.'r rbTInt, ur—S2udgel
Landfi- j i 0 mn.:. -
Direct any questions or comments to Donald Dixon or Mike
Moore, P.O. Box 125, Maiden, NC 28650
s
Encl sure 0 L987
Pa RMITS & E�CiNE
R1roCC
Sincerely,
Liltae 26-
Donald Dixon
Superintendent
WWTP
I
�'. Mich e1 Moore
Town Ma ager
R Er or
JUL0 81987
!
,( ith i ..f rc. ,.,... t
E..:.rg.n,y I;e3 cnse

RESEARCH & ANAiyTICAI
LABORATORIES, INC.
Analytical/Process Consultations
Town of Maiden
434
DATE SAMPLE COLLECTED 5/87
P.O. Box 125 DATE SAMPLE RECEIVED 6/1/87
Maiden, NC 28650 DATE SAMPLE ANALYZED 6,/1 /87-E/1 2 /R7
ATTN Mr Praccloy Rn,-yfoot DATE OF REPORT 6/15/87
JOB NUMBER 002299 ANALYSES PERFOitMED BY fnhh/RPnfield/Holmes
PARAMETER
STORET
NUMBERUNITS
LAB SAMPlgr N iMMI
20886
Chloride
00940
mg/1
14
Cyanide
00720
mg/1
0.035
Fluoride
00951
, mg/1
n ss
Sulfide
00745
mg/1
<0.10
a ,
Aluminum, Total
Q1105
ua/1
170
Arsenic, Total
01002
µg/1
<11
Barium, Total
Q19Q7
uuY1
165
Cadmium, Total
01027
µg/1
<6.7
Cobalt, Total
01037
µg/1
22
Chromium, Total
01034
µg/1
<15
Copper, Total
01042
uq/ 1
17
Iron, Total
01045
µg/1
330
Lead, Total
01051
µg/1
<87
Manganese, Total
01055
1-1g/1
100
Mercury, Total
719Q0
ugll
<0_2
Nickel, Total
01067
,
µg/1
,
<30
Selenium, Total
01147
uq/1
<1_0
Silver, Total
01077
µg/1
<11
Zinc, Total
01092
uq/1
12Q
CLIENTS
SAMPLE NUMDER
NSA
N/A
Effluent

RESEARCH & ANAIyTICAI
LABORATORIES, INC.
Analytical/Process Consultations
Town of Maiden
P Cl Rnv 124
Maiden, NC 28650
ATTN • Mr Prpss] r y RarQfnr-4-
JOB PRAISER 002299
N.C. GL41. ws4
•
DATE SAMPLE COLLECTED 5/87
DATE SAMPLE RECEIVED C/1/87
DATE SAMPLE ANALYZED 6/1 /87-6/1 7/27
DATE OF REPORT 6/15/87
ANALYSES PERFORMED By Cobb/Benfield/Holmes/
PARAMETER
STORET
NUMBER
UNITS
20886
LAB WIN" NUMIIM t
0. & G.
00556
mg/1
<5.0
Phenols
32730
ug/1
<1.0
Surfactants
38260
ma/1
<0_1
CUENT'S
SAMPLE NUMBER
N/A
N/A
Effluent
continued

v2C)
CR,bb Ct
0.
r'., Q, -'r ALVJ1 Q 'C'r` 1 v (*. V - �'►�
-1s.n tit 6.y6'v�
i

----- MODEL RESULTS
Discharger o TOWN OF MAIDEN
Receiving Stream o CLARK CREEK
The End D.O. is 6.29 mg/1.
The End CBOD is 16.48 mg/l.
The End NBOD is 9.22 mg/l.
Segment 1
Reach 1
Reach 2
Segment 2
Reach 1
Reach 2
Segment 3
Reach 1
Segment 4
Reach 1
Reach 2
Segment 5
Reach 1
Reach 2
Reach 8
Reach 4
Reach 5
Segment 6
Reach 1
Reach 2
Segment 7
Reach 1
DO Min
7.25
6.99
5.70
7.12
5.00
Milepoint
0.70
Reach #
2
8(JMMER
ALLOCATION
NEWTON AND MAIDEN AT EQUIVAL..
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/l) (mg/1) (mg/l) (mcmd)
135.00
- 135.00
0.00 5.00
0.00 0.0�f
'
00680*
0.10000� \
0.00 1 .`
135.00 0.00 0.00 0"00630
135.00 0.00 6.00 0.00500
0.30 1
135.00 0.00 5.00 0.10000
0.00 1
7.80 3
5.28 0.00 1
6.00
0.00 1
85.00 0.00 6.00 0.00500
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 -0.00 0.00
40.00 ` 32.00 6.00
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
66.00 \ 0.00 5.00 1
0.00 / 0.00 0.00 0.00000
^`

*** MODEL SUMMARY DATA ***
Discharger n TOWN OF MAIDEN SubbEs .n u 030835
Receiving Stream a CLARK CREEK Stream Class: C
Summer 010 n 12. Winter 'IG;?10 a 22..
Design Temperature: 23.
!LENGTH! SLOPE! VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka I Ka 1 KN 1 KN 1 KNR 1 KNR
1 mile 1 ft/mil fps 1 ft (design' 320° ldesignl a20° !design' 320° 'design! 320°
1 1 1 1 1 1 1 1 1 1 1 I
Segment 1 I 0,701 16.701 0.208 1 0.74 1 0.36 1 0.29 1 6.99 1 6.271 0.44 1 0.30 1 0,44 1 0.00
Reach 1 1 1 1 1 1 1 1 1 1 1 I !
1 1 1 1 1 1 1 1 1 1 1
Segment 1 1 0.701 16.70! 0.215 1 0.76 1 0.36 1 0.29 1 7.20 1 6.461 0.44 1 0.30 1 0.44 1 0.00
Reach 2 1 1 1 1 1 1 ! 1 1 1 1 1
1 1 1 1 1 1 1 I 1 1 1 I
Segment 2 1 0.501 36.401 0.117 1 0.35 1 0.46 1 0.36 1 8.51 1 7.641 0.73 1 0.50 1 0.73 1 0.00
Reach 1 1 1 1 1 1 1 1 1 1 1 1 !
1 1 1 1 1 1 1 1 1 1 1 1
Segment 2 1 0.301 25.001 0.154 1 0.54 1 0.39 1 0.31 1 7.70 1 6.911 0.73 1 0.50 1 0.73 1 0.00
Reach 2 1 1 I 1 ! I 1 1 1 ! 1 1
! 1 1 1 1 1 1 1 1 1 I I
Segment 3 1 0.901 25.001 0.156 1 0.43 1 0.43 1 0.35 1 7.83 1 7.021 0.73 1 0.50 1 0.73 1 0.00
Reach 1 1 1 1 1 1 1 1 1 1 1 1
! 1 1 1 1 1 1 1 1 1 1 I
Segment 4 1 0,201 25.001 0.226 1 0.66 1 0.42 1 0.33 111.31 1 10.151 0.73 1 0,50 1 0.73 1 0.00
Reach 1! 1 1 1 1 1 1 1 1 1 1 1
I 1 I ! 1 1 1 1 1 1 1 1
Segment 4 ! 0.801 25.001 0.232 1 0.68 1 0.42 1 0.33 111,63 1 10.431 0.73 1 0.50 i 0.73 1 0.00
Reach 2 1 1 1
1 I 1 1 1 1 1 1 1 1 I
Segment 5 1 4.201 7.101 0.207 1 1,10 10.30 1 0.23 1 2.94 1 2.641 0.44 1 0.30 1 0,44 1 0.00
Reach 1 1 1 I 1 1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 ! 1 1 !
Segment 5 1 0.901 7.101 0.213 1 1.21 1 0.29 1 0.23 1 3.03 1 2.721 0.44 1 0.30 10.44 1 0.00
Reach 2 1 I 1 1 1 ! 1 ! 1 1 I !
i 1 1 1 1 1 1 1 1
Segment 5 1 2.701 7.101 0.427 1 1.40 1 0.32 1 0.26 1 4.40 1 3.941 0.44 1 0.30 1 0.44 1 0.00
Reach 3 1 1 I 1 1 1 I 1 I 1 1 I
1 1 1 1 1 1 1 1 1 1 1 I
Segment 5 1 0.501 7.101 0.419 1 1,46 1 0.32 1 0.25 1 4.31 1 3.861 0.44 1 0.30 1 0.44 1 0.00
Reach 4 1 1 1 1 1 1 1 1 1 1 I I
I 1 1 1 1 1 1 1 1 1 1 1
Segment 5 1 1.501 7.101 0.417 1 1.51 1 0.32 1 0.25 1 4.29 1 3.851 0.44 1 0.30 1 0,44 1 0.00
Reach 5 1 1 I I 1 1 1 1 1 1 1 i

1 1 I I 1 I 1 1 1 1 1 1 I
Segment & 1 1.401 34.001 0.457 1 0.53 1 1.02 10.81 131.17 1 27.961 0.73 10.50 10.73 1 0.00 1
Reach 1 I 1 I III 1 1 1 1 I 1 I
1 1 I 1 I I 1 I 1 1 1 1 1
,Segment 6 1 0.201 7.101 0.300 11.30 1 0.31 1 0.24 1 4.27 1 3.831 0.44 1 0.30 1 0.44 1 0.00 1
Reach 2 I 1 1 III III 1 1 I 1
1 1 I I I I I 1 I 1 I 1 1
Segment 7 1 2.501 7.101 0.499 11.77 1 0.32 1 0.25 1 5.14 I 4.611 0.44 1 0.30 1 0.44 1 0.00 I
Reach 1 1 1 1 I I 1 I 1 1 1 1 I 1
1 Flow
I cfs
Segment 1 Reach 1
Waste I 0.011
Headwaters( 1.700
Tributary 1 0v000
* Runoff 1 0.000
Segment 1 Reach 2
Waste 1 0.155
Tributary 1 0„000
* Runoff 1 0.000
Segment 2 Reach 1
Waste 1 0.010
Headwaters I 0.150
Tributary 1 0„000
* Runoff I c_) 240
1 CBOT)
1 mg/1
1135uc_)00
I 2.000
I 0.000
1 0ui_)00
1135.000
I 0.000
I 0.000
1135.000
1 P.000
I 0.000
1 P.000
I NBOD I D.O. I
1 mg/1 1 mg/1 1
0.000 1 5.000
1.000 1 7.440
0.000 I 7.440
0.000 .1 7.440
0.000
7.440
7.440
1 0n000 I 0.000
I 1.000 1 37u440
1 0.000 1 7.440
1 1.000 I 7.440
Segment 2 Reach 2
Waste 1 0.008 1135.000 I
Tributary 1 0.350 1 2.000 1
• Runoff 1 0.P40 1 2.000 1
Segment 3 Reach 1
Waste 1 0.155
Headwatersl 0.160
Tributary 1 0o000
* Runoff 1 0.240
Segment 4 Reach 1
Waste 1 0.008
Headwaters 1 0.000
Tributary 1 0.218
* Runoff 1 0.240
Segment 4 Reach 2
Waste 1 0.000
Tributary 1 0.008
* Runoff 1 0.240
1135.000
1 2.000
1 0.000
1 2.000
85.000
0.000
5.000
2.r_)00
1 0n00c_)
1 10.000
1 2.r_00
0.000
1.000
1.000
6.000
7.440
7.440
I 0.000 1 5p000
1 1.000 I 7.440
1 0.000 1 7.440
1 1.000 1 7.440
1
I 0A000 1 7z440
1 7.000 1 7.440
I 1.000 1 7.440
0.000 I 6.000
0.000
15.000
1..0i_0
1 0_)s000
I 7.440
1 7.440
Segment 5 Reach 1
Waste 1 0.000 1 0.000 1 0.000 I 0.000

Headwaters! 0.000 | 0.000 | 0.000 | 7.440
Tributary 1 0.000 | 0.000 | 0.000 | 7.440
* Runoff | 0.090 i 2.000 | 1.000 | 7.440
Segment 5 Reach 2
Waste | 0.000 i 0.000 | 0.000 | 0.000
Tributary | 0.700 | 2.000 | 1.000 | 7.440
* Runoff | 0.090 | 2.000 | 1.000 | 7.440
Segment 5 Reach 3
Waste | 7.750 | 40.000 | 32.000 | 6.000
Tributary | 0.000 | 0.000 | 0.000 | 7"440
* Runoff } 0.090 | 2.000 | 1.000 | 7.440
Segment 5 Reach 4
Waste | 0.000 } 0.000 ! 0.000 | 0.000
Tributary | 0.600 | 2.000 | 1.000 | 7.440
* Runoff ! 0.090 | 2.000 | 1.000 } 7.440
Segment 5 Reach 5
Waste | 0.000 | 0.0A0 | 0.000 | 0.000
Tributary | 0.800 | 2.000 | 1"000 | 7.440
* Runoff | 0.090 i 2.000 | 1.000 | 7.440
Segment 6 Reach 1
Waste | 1.550 / 66.000 | 0.000 1 5.000
Headwaters 0.200 i 2.000 1 1.000 i 7.440
Tributary | 0.0D0 | 0.000 | 0.000 ! 7.440
* Runoff 1 0.250 | 2.000 | 1.000 | 7.440
Segment 6 Reach 2
Waste | 0.000 i
Tributary | 5.450 |
0.000 | 0.000 } 0.000
2.000 \ 1.000 | 7.440
0.000 | 0.000 | 7.440
Segment 7 Reach 1
Waste | 1.550 | 36.000 | 36.000 | 6.000
Headwaters| 0.000 | 0.000 | 0.000 | 7.440
Tributary | 0.O00 } 0.000 | 0.000 | 7.440
* Runoff 1 0.090 ! 2.000 | 1.000 i 7.440
* Runoff flow is in cfs/mile

Discharger
Receiving Stream
BUMMER
ALLOCATION
MAIDEN AT SECONDARY
---------- MODEL RESULTS ----------
x TOWN OF MAIDEN
: CLARK CREEK
The End D.O. is 6"05 mg/l.
The End CBOD is 17.01 mg/l.
The End NBOD is 12.32 mg/l.
/
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) Milepoint Reach # (mg/l) (mg/1) (mg/l) (mgd)
Segment 1 7.25 0.70 2
Reach 1 135.00 O.00 5.00 0.00680
Reach 2 135.00 0"00 0.00 0.10000
Segment 2 6.99 0.00 1
Reach 1
Reach 2
Segment 3 5.70 0.30 1
Reach 1
Seqment 4 7.12 0.00 1
Reach 1
Reach 2-
Segment 5 5.00 7.80 3
Reach 1
Reach 2
Reach 8
Reach 4
Reach 5
Segment 6 5.28 0.00 1
Reach 1
Reach 2
Segment 7 5.97 0.80 1
Reach 1
135.00 0"00
135.00 0.00
185.00 0.00
85.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
40.00 32.00
0.00 0.00
0"00 0.00
66.00 0.00
0.00 0.00
45.00 90.00
0.00 0.00630
6.00 0.00500
5.00 0.10000
6.00 0.0050D
0"00 0.00000
0.00 0.00000
0"00 0.00000
6.00 t.0000o
0.00 0.00000
0.00 0.00000
5"00 1.00000
0.00 0.00000
6.00 1"00000

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CITADEL® NO. 668 - CROSS SECTION - 8 SOUARES TO INCH

SUMMER
CBOD ALLOCATION
| Seg # | Reach # | Geg Mi | D.O. / CBOD | NBOD | Flow |
1 1 0.00 7.42 2.82 0.99 1.71
1 1 0.10 7.54 2.79 0.98 1.71
1 1 0.20 7.64 2.76 0.97 1.71
1 1 0.30 7.71 2.73 0.96 1.71
1 1 0.40 7.78 2.70 0.94 1.71
1 1 0.50 7.83 2.87 0.98 1.71
1 1 0.60 7.87 2.65 0.92 1.71
1 1 0.70 7.91 2.62 0.91 1.71
1 2 0.70 7.25 13.62 0"83 1.87
1 2 0.80 7.30 13.48 0.82 1.87
1 2 0.90 7.85 13.34 0.81 1.87
1 2 1.00 7.38 18"20 0.80 1.87
1 2 1"10 7.41 13.07 0.79 1.87
1 2 1.20 7.44 12.93 0.78 1.87
1 2 1.30 7.46 12.80 0.77 1.87
1 2 1.40 -7.48 12.67 0.76 1.87
2 1 0.00 6.99 10.18 0.94 0.16
2 1 0.10' 7.28 8.85 0.91 0.18
2 1 0.20 7.46 7.87 0.89 0.21
2 1 0.30 7.58 7.09 0"86 0.23
2 1 0.40 7.67 6.46 0.84 0.26
2 l 0.50 7.73 5.93 0.82 0.28
2 2 0.50 7.55 5.34 0.91 0.64
2 2 0.60 7.64 5.14 0.89 0.66
2 2 0.70 7.71 4.95 0.87 0"69
2 2 0.80 7.76 4.78 0.85 0.71
3 1 0.00 6.24 67.44 0.51 0.32
8 1 0.10 5.91 61.75 0.53 0.84
3 1 0.20 5.75 56.82 0.54 0.36
3 1 0.30 5.70 52.52 0.55 0.39
8 1 0.40 5.72 48.74 0.56 0.41
3 1 0.50 5.77 45.88 0.57 0.44
3 1 0.60 5.85 42.38 0.58 0.46
3 1 0.70 5.95 39.69 0.58 0.48
3 1 0.80 6.04 87"27 0.58 0.51
3 1 0.90 6.14 35.07 0.59 0.58
4 1 0.00 7.07 16.21 1.66 1.47
4 1 0.10 7.20 15.80 1.62 1.49
4 1 0.20 7.31 15.40 1.58 1.51
4 2 0.20 7.29 15.37 1.65 1.52
4 2 0.30 7.38 15.00 1.61 1.55
4 2 0.40 7.45 14,63 1.57 1.57
4 2 0.50 7.50 14.29 1.53 1.59
4 2 0.6A 7.54 13.95 1.49 1.62
4 2 0.70 7.57 13.62 1.46 1.64
4 2 0.80 7.60 18.81 1.42 1.67
4 2 0.90 7.68 13.00 1.39 1.69
4 2 1.00 7"65 12.70 1.36 11.71
5 1 0.00 7.56 12.69 1.05 8.58
5 1 0.10 7.50 12.55 1.08 3.59
5 1 0.20 7.45 12.41 1.02 3.60
5 1 0.30 7.40 12.28 1.01 3.61
5 1 0.40 7"86 12.15 0.99 3.62
5 1 0.50 7.32 12.02 0.98 3.62
[] 1 0.60 7.28 11.89 0.97 3.63
5 1 0.70 7.26 11.76 0.96 3.64
5 1 0.80 7.23 11.68 0.94 3.65

5 1 0.90 7.21 11.51 0.93 8"66
5^ 1 1.00 7.19 11"39 0.92 3.67
5 1 1.10 7.17 11.26 0.91 8.68
5 1 1.20 7.16 11"14 0.90 3.69
5 1 1.80 7.15 11.02 0.88 8.70
5 1 1.40 7.14 10.91 0.87 3.71
5 1 1.50 7.18 10"79 0.86 3.71
5 1 1.60 71.13 10.67 0.85 8.72
5 1 1.70 7.12 10.56 0.84 3.73
5 1 1.80 7.12 10.45 0.83 3.74
5 1 1.90 7.12 10.34 0.82 8.75
5 1 2.00 7.12 10.28 0.81 3.76
5 1 2.10 7.12 10.12 0.80 3.77
5 1 2.20 7.12 10.01 0.79 3.78
5 1 2.30 .7.12 9.91 0.78 8.79
5 1 2.40 7.13 9.80 0.77 3.80
5 1 2.50 7.13 9.70 0.76 3.80
5 1 2.60 7.13 9.60 0.75 3.81
5 1 2.70 7.14 9"49 0.74 3.82
5 1 2.80 7.15 9.39 0.73 3.88
5 1 2.90 7.15 9.29 0.72 3.84
5 1 3.00 7.16 9.20 0.72 3.85
5 1 3.10 7.17 9"10 0.71 3.86
5 1 3.20 7.17 9.00 0.70 3.87
5 1 3.30 7.18 8.91 0.69 3.88
5 1 3.40 7.19 8.82 0.68 3.89
5 1 3.50 7.20 8"72 0.67 8.89
5 1 3.60 7.20 8.63 0.67 8.90
5 1 8"70 7.21 8.54 0.66 3.91
5 1 3.80 7.22 8.45 0"65 3.92
5 1 3.90 7.23 8"37 0.64 8.93
5 1 4.00 7.24 B.28 0.64 3.94
5 1 4.10 7.25 8.19 0.63 3.95
5 1 4.20 7.26 8.11 0.62 8.96
5 2 4.20 7.28 7.19 0.68 4.66
5 2 4.30 7.30 7.12 0.67 4.67
5 2 4.40 7.32 7.05 0.66 4.68
5 2 4.50 7.33 6.98 0.65 4.68
5 2 4.60 7.34 6.91 0.65 4.69
5 2 4.70 7.36 6.85 0.64 4.70
5 2 4.80 7.37 6.78 0.68 4.71
5 2 4.90 7.38 6.71 0.62 4.72
5 2 5.00 7.39 6.65 0"62 4.73
5 2 5.10 7.41 6.58 0.61 4.74
5 3 5.10 6.53 36.63 0.23 12.49
5 3 5.20 6.47 86.48 0.28 12.50
5 3 5.30 6.42 36.24 0.23 12.51
5 8 5.40 6.37 36.05 0.28 12.52
5 8 5.50 6.32 35.86 0.23 12.52
5 8 5.60 6.28 35"67 0.23 12.53
5 3 5.70 6.24 35.48 0.23 12.54
5 3 5.80 6.20 35.29 0.23 12.55
5 8 5.90 6.17 35.11 0.22 12.56
5 8 6.00 6.14 34.92 0.22 12.57
5 8 6.10 6.11 84.74 0.22 12.58
5 3 6.20 6.09 84.55 0.22 12.59
5 3 6.30 6.07 34.37 0.22 12.60
5 3 6.40 6.05 34.19 0.22 12.61
5 8 6.50 6.03 34.01 0.22 12.61
5 8 6.60 6.01 33.83 0.22 12.62
5 3 6.70 6.00 33.65 0.22 12.63
5 8 6.80 5.98 33.47 0.22 12.64
5 3 6.90 5.97 38.30 0"22 12.65
5 8 7.00 5.96 33.12 0.22 12.66
5 3 7.10 5.96 32.95 0.21 12.67
5 3 7.20 5.95 32.77 0.21 12.68

5 8 7.80 5.94 32.60 0.21 12.69
5' 3 7.40 5.94 32.43 0.21 12.70
5 8 7.50 5.93 32.26 0.21 12.70
5 8 7.60 5.98 82.09 0.21 12.71
5 3 7.70 5.98 31"92 0.21 12"72
5 3 7.80 5.93 31.75 0.21 12.78
5 4 7.80 6"00 30.41 0"24 13.33
5 4 7.90 6.00 30.25 0.24 13"34
5 4 8.00 6.00 30.09 0.24 13.35
5 4 8.10 6.00 29.93 0.24 13.36
5 4 8.20 6.00 29.77 0.24 18.37
5 4 8.30 6.01 29.62 0.24 13.38
5 5 8.30 6.09 28.06 0.28 14.18
5 5 8.40 6.09 27.91 0.28 14.19
5 5 8.50 6.10 27.77 0.28 14.19
5 5 8.60 6.10 27.62 0.28 14.20
5 5 8.70 6.11 27.48 0.28 14.21
5 5 8.80 6.12 27.33 0.28 14.22
5 5 8.90 6.13 27.19 0.27 14.23
5 5 9.00 6.13 27.05 0.27 14.24
5 5 9.10 6.14 26.91 0.27 14"25
5 5 9.20 6"15 26.77 0.27 14.26
5 5 9.30 6.16 26.63 0.27 14"27
5 5 9.40 6.16 26.49 0.27 14.28
5 5 9.50 6.17 26.35 0.27 14.28
5 5 9.60 6.18 26.22 0.27 14.29
5 5 9.70 6.19 26.08 0.26 14.30
5 5 9.80 6.20 25.94 0.26 14.31
6 1 0.00 5.28 53.37 0.11 1.75
6 1 0.10 5.87 52.11 0.13 1.77
6 1 0.20 6.27 50.89 0.14 1.80
6 1 0.30 6.54 49.71 0.15 1.82
6 1 0.40 6.72 48.56 0.16 1.85
6 1 0.50 6.85 47.45 0.17 1.87
6 1 0.60 6.94 46.87 0.18 1.90
6 1 0.70 7.01 45.83 0.18 1.92
6 1 0.80 7.07 44.31 0.19 1.95
6 1 0.90 7.11 43.33 0.20 1.97
6 1 1.00 7.14 42.38 0.21 2.00
6 1 1.10 7.18 41.45 0.22 2.02
6 1 1.20 7.20 40.55 0.22 2.05
6 1 1.30 7.23 39.68 0.23 2.07
6 1 1.40 7.25 38.88 0.24 2.10
6 2 1.40 7.39 12.24 0.79 7.55
6 2 1.50 7.38 12.17 0.78 7"55
6 2 1.60 7.38 12.09 0.77 7"55
7 1 0.00 6.17 28.40 0.41 23.41
7 1 0.10 6.20 23.30 0.41 28.42
7 1 0.20 6.24 23.20 0.41 28.43
7 1 0.30 6.27 23.10 0.40 23.44
7 1 0.40 6.81 28.01 0.40 28.45
7 1 0.50 6.34 22.91 0.40 28.46
7 1 0.60 6.37 22.81 0.40 23.47
7 1 0.70 6.39 22.72 0.40 28.47
7 1 0.80 6.42 22.62 0.39 28.48
7 1 0.90 6.45 22.52 0.89 23.49
7 1 1.00 6.47 22.43 0.39 23.50
7 1 1.10 6.49 22.33 0.39 23.51
7 1 1.20 6.52 22.24 0.39 23.52
7 1 1.30 6.54 22.14 0.39 23.53
7 1 1.40 6.56 22.05 0.38 23.54
7 1 1.50 6.58 21.96 0.38 23.55
7 1 1.60 6.59 21.86 0.38 28.56
7 1 1.70 6.61 21.77 0.38 28.56
7 1 1.80 6.63 21.68 0.38 23.57
7 1 1.90 6.64 21.59 0.37 23.58

7 1 2.00 6.66 21.50 0"87 28.59
^ 7^ 1 2"10 6.68 21.41 0"37 23.60
7 1 2.20 6.69 21.32 0.37 23.61
7 1 2.30 6.70 21.23 0.37 28.62
7 1 2.40 6"72 21°14 0.87 23"63
, 7 1 2.50 6.73 21.05 0.36 23.64
| 8eg # | Reach # | 8eg Mi \ D.O. I CBOD | NBOD | Flow |

*** MODEL SUMMARY DATA ***
D:i chaarcer g TOWN OF MAIDEN
Receiving Stream : CLARK CREEK
Summer 7010 g 12.
Design Temperature:
SL I b as i. n g C)3O833
Stream Cis: C
Winter' '%0 10 n PP.
!LENGTH! SLOPEI VELOCITY 1 DEPTH! Kd I Kd 1 Ka I Ka I KN I KN 1 KNR 1 KNR
! mile ! ft/mil fps 1 ft ldesign! 320° !design! 320° !design! 320° ldesign! 320°
Segment 1 1 0.701 16.701 0.208 1 0.74 1 0.36 1 0.29 1 6.99 I 6.271 0.44 1 0.30 1 0.44 1 0.00
Reach 1 1 [ ! 1 1 I I I ! ! [ 1
Segment 1 1 0.701 16.701 0.215 1 0.76 1 0.36 1 0.29 1 7.20 1 6.461 0.44 1 0.30 1 0.44 1 0.00
Reach 2!
Segment 2 I 0.501 36.401 0.117 1 0.35 ! 0.46 1 0.36 1 8.51 1 7.641 0.73 1 0.50 1 0.73 1 0.00
Reach i
Segment 2 1 0.301 25.001 0.154 1 0.54 1 0.39 1 0.31 1 7.70 1 6.911 0.73 1 0.50 1 0.73 1 0.00
Reach 2! I I I I 1 1 l I I 1 1
Segment 3 1 0.901 25.001 0.156 1 0.43 1 0.43 1 0,35 1 7.83 1 7.021 0.73 1 0.50 1 0.73 1 0.00
Reach 1
Segment 4 1 0.201 25.001 0.226 1 0.66 1 0.42 1 0.33 111.31 1 10.151 0.73 1 0.50 1 0.73 1 0.00
Reach 1 1 1 1 I 1 I I l I 1 1 I
Segment 4 1 0.801 25.001 0.232 1 0.68 1 0.42 1 0.33 111.63 1 10.431 0.73 1 0.50 1 0.73 1 0.00
Reach 2 1 1 1 l ! 1 1 I 1 I I I
Segment 5 4.20 7.10 0.207 1.10 0.30 0.23 2.94 2.64 0.44 0.30 0.44 0.00
Reach 1
Segment 5 1 0.901 7.101 0.213 1 1.21 1 0.29 1 0.23 1 3.03 1 2,721 0.44 1 0.30 1 0.44 1 0.00
Reach 2 1 1 1 I 1 1 1 I I I I I
Segment 5 1 2.701 7.101 0.427 1 1.40 1 0.32 1 0.26 1 4.40 1 3.941 0.44 1 0.30 1 0,44 1 0.00
Reach 3! I I I ! I I I ! 1 I I
Segment 5 1 0.501 7.101 0.419 1 1.46 1 0.32 1 0.25 1 4.31 1 3.86! 0.44 1 0.30 1 0.44 1 0.00
Reach 4 1 1 ! ! ! I ! I 1 1 I I
Segment 5 1 1.50! 7.101 0.417 11.51 1 0.32 1 0.25 1 4.29 I 3.851 0.44 1 0.30 1 0.44 1 0.00
Reach 5 ! ! I I ! ! I I ! ! ! f

1 1 1 1 1 1 1 1 1 1 I 1 I
Segment b 1 1.401 34.001 0.457 1 0.53 1 0.77 1 0261 131.17 1 27.961 0.73 1 0.50 1 0.73 1 0.00 1
. Reath 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1
.Segment 6 1 0.201 7.101 0.300 1 1.30 1 0.31 1 0.24 1 4.27 1 3.831 0.44 1 0.30 1 0.44 1 0.00 1
Reath 2 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1
Segment 7 1 2.501 7.101 0.499 1 1.77 1 0.32 1 0.25 1 5.14 1 4.611 0.44 1 0.30 1 0.44 1 0.00 1
Reath 1 1 1 1 1 1 1 1 1 1 1
1 Flow 1 CBOD 1 NBOD 1 D .O 1
1 cfs 1 mcl!1 1 mg/1 1 mg/1 1
Segment 1 Reach 1
Waste 1 0.011 1135.000 1 0.000 1 5.000
Headwaters] 1.700 1 2.000 1 1.000 1 7.440
Tributary 1 0.000 1 0.000 1 0.000 1 7.440
* Runoff f- 1 0,000 1 0.000 1 0.000 1 7.440
Segment 1 Reach 2
Waste 1 0.155
Tributary 1 0.000
* Runoff 1 0.000
Segment 2 Reach 1
Waste 1 0.010
Headwaters 1 0. 150
Tributary 1 0.000
* Runoff 1 0.240
Segment 2 Reach 2
Waste 1 0.008
Tributary 1 0.350
* Runoff 1 0„240
Segment 3 Reach :1
Waste 1 0.155
I-leadwaters I 0.160
Tributary 1 0.000
* Runoff 1 0.240
Segment 4 Reach 1
Waste 1 0.008
Headwatersl 0.000
Tributary I 0„218
* Runoff 1 0.240
Segment 4 Reach 2
Waste 1 0.000
Tributary 1 0„008
* Runoff 1 0.240
1135.000
1 0.000
1 0.000
1135.000
1 2.000
1 0.000
1 2.000
1135.000
I 2.000
1 2.000
1135.000
1 P.000
1 0.000
1 2.000
1 85„(_)00
1 0.000
1 5.000
1 2.000
0.000
10.000
2.000
0.000
0.000
0.000
0.000
7.440
7.440
1 0„000 1 ()„000
1 1.000 1 7.440
1 0.000 1 7.440
1 1.000 1 7.440
0.000
1.000
1.000
6,„(_)ii0
7.440
7.440
i_) „ 000 1 5 „ 000
1 „ 000 I '7 „ 440
0 „ 000 1 '7 „ 440
1 „ 000 1 7 „ 440
i
1 0.000 1 6.000
1
1
1 1.000 1 7.440
0.000 1 7.440
7.000 1 7.100
0.000
15.000
1.000
0.000
5.160
7„44(_)
Segment 5 Reach 1
Waste 1 0.000 1 0.000 1 0.000 1 0.000

Headwater'< I
Tributary 1
* Runoff I
0.000 1
€ ) „ €„) €_) €„) 1
0.090 1
0.000
0.000 1
2.000 1
0.000 1
0h000 i
1.000 1
7.440
7.440
7.440
Segment 5 Reach 2
Waste I 0.000
Tributary 1 0.700
* Runoff I 0.090
Segment 5 Reach 3
Waste 1 7.750
Tributary I 0.000
* Runo f f• 1 0.090
Segment 5 Reach 4
Waste 1 0.000
Tributary I 0.600
* Runoff ) 0.090
Segment 5 Reach 5
Waste 1
Tributary 1
* Runoff 1
Segment 6 Reach I
Waste 1 1.550
Headwater= 1 0.200
Tributary I 0.000
* Runoff I 0.250
Segment 6 Reach 2
Waste 1
Tributary 1
* Runoff I
0.000
5.450
0a€:)00
Segment 7 Reach 1
Waste 1 1.550
Headwaters' 0.000
Tributary 1 0.000
* Runoff 1 0.090
0„000 1
P.000 1
2.000 I
55.000
0.000
2.000
0.000
2a€„00
24ia€_0
0.000
2.000
2.000
60.0c_)0
2.000
0.000
2.000
0.000 1
2.000 1
0.000 I
55.000
0.000
0.000
2.000
* Runoff flow is in cfstmile
0.000
1.000
1,000
0.000
0.000
1
1.000
1
0.000 I
1.000 I
1.000 I
0.000
1.000
1.000
0.000
7.440
7.44c_)
6.000
7.440
7.440
0.000
7.440
7.440
0.000
7n44€_)
7.440
0.000 1 5„000
1.000 I 7o44€
0a000 1 7.440
1.000 1 7.440
0.000 i
1.000 1
0.000 I
0.000
7.440
7.440
0,00() 1 0„000
0.000 1 7a440
0.000 I 7.440
1.000 1 7.440

MODEL RESULTS
Discharger : TOWN OF MAIDEN
Receiving Stream : OLARK CREEK
The End D.O. is 6.27 mg/l.
The End CBOD is 29.35 mg/1.
The End NBOD is 0.36 mg/1.
SUMMER
CBOD ALLOCATION
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1", Milepoint Reach # (mg/1) (mg/1) (mg/l) (mgd)
Segment 1 7.25 0.70 2
Reach 1
Reach 2
Segment 2 6.99 0.00 1
Reach 1
Reach 2
Stegment 3 5.70 0"30 1
Reach 1
Segment 4 7.07 0.00 1
Reach 1
Reach 2
Segment. 5 /5.08 / 7.80 3
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Segment 6 5.28 0.00 1
Reach 1
Reach 2
Segment 7 6.01 0.00 1
Reach 1
135.00 0.00 5.00 0.00680
135.00 0.00 0.00 0�10000
135.00 0"00 0.00 0.00630
135.00 0.00 6.00 0.00500
185.00 0.00 5.00 0.10000
85.00 0.00 6.00 0.00500
0.00 0.00 0.00 0.00000
0 00 0.00 0.00
0.00 0.00
'
0.00 6.00
J 0"00 0.00
0.00 0.00 0"00
0.00000
0.00000
5.00000
0.00000
0.00000
y �^}
\
80 0. 00 5. 00 1 . 00000 .v}�'
0.00 0.00 0"00 0.00000
0.00 6.00 1.00000

SUMMER
CBOD ALLOCATION
I 8eq # I Reach % I 8eq Mi 1 D.O. I CE OD I NBOD I Flow I
1 1 0.00 7.42 2.82 c_� W 99 1.71
1 1 0.10 7.34 2.79 c_� 4 98 1.71
1 1 0.20 7.44 2.76 0.97 1.71
1 1 0.30 7.71 2.73 0.96 1.71
1 1 0.40 7.78 2.70 0.94 1.71
1 1 0.550 7.83 2.67 0.93 1.71
1 1 0.60 7.97 2.65 0.92 1.71
1 1 0070 7.91 2A62 cry.I1 1.71
1 2 0.70 7.85 13.62 0.83 1.87
1 2 0.80 7z30 13.48 c_yit82 1.87
12 0.90 7.35 13.34 0.81 1.87
(
.!. 2 1.00 7.38 13.20 0.80 1 .87
1 2 1.10 7.41 13.07 c��u"l9 1.87
1 2 1.20 7.44 12.93 0.78 1 .87
1 2 1 .30 7.46 12.80 0.77 1.87
1 2 1.40 7.48 12.67 0.76 1.87
2 1 0.00 6.99 10.13 0.94 0.16
2 1 0.10 7.28 8.85 0.91 0.18
2 1 0_,20 7.46 7.87 0n89 0.21
2 1 0„30 7u58 7.09 0.86 0.23
2 1 0.40 7.67 6.46 0.84 0.26
2 1 0.50 7.73 5.93 0.82 0.28
2 2 0.50 7.55 5.34 0.91 0.64
2 2 0.60 7.64 5.14 0.89 0.66
2 2 0.70 7.71 4.95 0.87 0.69
2 2 0.80 7.76 4.78 0.85 0.71
3 1 0.00 6.24 67.44 0.51 0.32
3 1 0.10 5.91 61.75 0.53 0.34
3 1 0.20 5.75 56.82 0.54 0.36
3 1 0.30 5.70 52.52 0.55 0.39
3 1 0.40 5.72 48.74 0.56 0.41
3 1 0.50 5.77 45.38 0.57 0.44
3 1 0.60 5.85 42.38 0.58 0.46
3 1 0. 70 5.95 39069 0.58 0.48
3 1 0 a 80 6.04 37.27 0.58 0.51
3 1 0.90 6.14 3 .c:a7 0.59 0.534 0.00 7.07 16.21 1.66 1.47
4 1 0.10 7.20 15.80 1.62 1.49
4 1 0.20 7.31 15.40 1.58 1.51
4 2 0.20 7.29 15.37 1.65 1.32
4 2 0.30 7.38 15.00 1.61 1.55
4 2 0.40 7.45 14.63 1.57 1.57
4 2 0.50 7.30 14.29 1 .33 1 .59
4 2 0.60 7.54 13.95 1.49 1.62
4 2 0.70 7.57 13.62 1.46 1.64
4 2 0.80 7.60 13.31 1.4P 1.67
4 2 i=} .90 7.63 13.00 1.39 1.69
4 2 1.00 7.65 12.70 1 .36 1.71
5 1 0.00 7.56 12.69 1.05 3.58
5 1 0.10 7.50 12.55 1.03 3.59
5 1 0.20 7.45 12.41 1.02 3.60
5 1 0.30 '7.40 12.28 1.01 3.61
5 1 0.40 7.36 12.15 0.99
3.62
5 1 0.50 7.32 12.02 c: 98 3.62
5J 1 0n60 7.28 11.89 0.97 3.63
5 1 0.70 7.26 11.76 0.96 3.64
5 1 0.80 7.23 11.63 0.94 3.65

5 1 0.90 7.21 11.51 0.93 3.66
5^ 1 1.00 7.19 11.39 0.92 3.67
5 1 1.10 7.17 11.26 0.91 3.68
5 1 1.20 7.16 11.14 0.90 3.69
5 1 1.30 7.15 11.02 0.88 3.70
5 1 1.40 7.14 10"91 0.87 3.71
5 1 1.50 7.13 10"79 0.86 3.71
5 1 1.60 7.13 10.67 0.85 3.72
5 1 1.70 7.12 10.56 0.84 3.78
5 1 1.80 7.12 10.45 0.88 3.74
5 1 1.90 7.12 10"34 0.82 3"75
5 1 2.00 7.12 10.23 0.81 3.76
5 1 2.10 7.12 10.12 0.80 8.77
5 1 2.20 7.12 10.01 0.79 8.78
5 1 2.30 7.12 9.91 0.78 3.79
5 1 2.40 7.13 9.80 0.77 3.80
5 1 2.50 7.13 9.70 0.76 8.80
5 1 2.60 7.13 9.60 0.75 3.81
5 l 2.70 7.14 9.49 0.74 3.82
5 1 2.80 7.15 9.39 0.73 3.83
5 1 2.90 7.15 9.29 0"72 3.84
5 1 8"00 7.16 9.20 0.72 3.85
5 1 3.10 7.17 9.10 0.71 3.86
5 1 8.20 7.17 9.00 0.70 8.87
5 1 3.30 7.18 8.91 0.69 3.88
5 1 3.40 7.19 8.82 0.68 8.89
5 1 8.50 7.20 8.72 0.67 3.89
5 1 8.60 7.20 8.63 0.67 3.90
5 1 3.70 7.21 8.54 0.66 3.91
5 1 3.80 7.22 8.45 0.65 3.92
5 1 3.90 7.23 8.37 0.64 3.93
5 1 4.00 7.24 8.28 0.64 3.94
5 1 4.10 7.25 8"19 0.68 3.95
5 1 4.20 7.26 8.11 0.62 8.96
5 2 4.20 7.28 7.19 0.68 4.66
5 2 4.30 7.30 7.12 0.67 4.67
5 2 4.40 7.82 7.05 0.66 4.68
5 2 4.50 7.38 6.98 0.65 4.68
5 2 4.60 7.84 6.91 0.65 4.69
5 2 4.70 7.36 6.85 0.64 4.70
5 2 4.80 7.37 6.78 0.63 4.71
5 2 4.90 7.38 6.71 0.62 4.72
5 2 5.00 7.39 6.65 0.62 4.78
5 2 5.10 7.41 6.58 0.61 4.74
5 3 5.10 6.53 52.14 0.23 12.49
5 3 5.20 6.41 51.87 0.23 12.50
5 3 5.30 6.29 51.59 0.23 12.51
5 8 5.40 6"17 51.32 0.23 12.52
5 3 5.50 6.07 51.05 0.23 12.52
5 3 5.60 5.98 50.78 0.23 12.53
5 8 5.70 5.89 50.51 0.23 12.54
5 3 5.80 5.81 50.24 0.23 12.55
5 3 5.90 5.73 49.97 0.22 12.56
5 6.00 5.66 49.71 0.22 12.57
5 3 6.10 5.60 49.44 0.22 12.58
5 3 6.20 5.54 49.l8 0.22 12.59
5 3 6.30 5.49 48.92 0.22 12.60
5 3 6.40 5.44 48.66 0.22 12.61
5 8 6.50 5.39 48.41 0.22 12.61
5 3 6.60 5.35 48.15 0.22 12.62
5 3 6.70 5.31 47.89 0.22 12.63
5 3 6.80 5.28 47"64 0.22 12.64
5 3 6.90 5.25 47.39 0.22 12.65
5 3 7.00 5.22 47.14 0.22 12.66
5 3 7"10 5.19 46.89 0.21 12.67
5 3 7.20 5.17 46.64 0.21 12.68

5 3 7.30 5.15 46.89 0.21 12.69
5^ 3 7.40 5.13 46.15 0.21 12.70
5 3 7.50 5.12 45.91 0.21 12.70
5 3 7.60 5.11 45.66 0.21 12.71
5 3 7.70 5.09 45.42 0.21 12"72
5 3 7.80 5.08 45.18 0.21 12.73
5 4 7.80 5.19 43.24- 0.24 13.33
5 4 7.90 5.18 43.01 0.24 13"34
5 4 8.00 5.18 42.78 0.24 13.35
5 4 8.10 5.17 42.56 0.24 13.36
5 4 8.20 5.17 42.33 0.24 13.37
5 4 8.30 5.17 42.11 0.24 13.38
5 5 8.30 5.29 39"84 0.28 14.18
5 5 8.40 5.80 39.64 0.28 1it. 19
5 5 8.50 5.30 39.43 0.28 14.19
5 5 8.60 5.30 39.22 0.28 14.20
5 5 8.70 5.31 89.02 0.28 14.21
5 5 8.80 5.31 38.81 0.28 14.22
5 5 8.90 5.32 38.61 0.27 14.28
5 5 9.00 5.32 3B.41 0.27 14.24
5 5 9.10 5.33 38.21 0.27 14.25
5 5 9.20 5.33 38.01 0.27 14.26
5 5 9.80 5.34 37.81 0.27 14.27
5 5 9.40 5.35 37.61 0.27 14.28
5 5 9.50 5.36 87.42 O.27 14.28
5 5 9.60 5.37 87.22 0.27 14.29
5 5 9.70 5.38 37.03 0.26 14.30
5 5 9.80 5.89 36.83 0.26 14.31
6 1 0.00 5.28 71.09 0.11 1.75
6 1 0.10 5.73 69.40 0.13 1.77
6 1 0.20 6.03 67.76 0.14 1.80
6 1 0.30 6.25 66.18 0.15 1.82
6 1 0.40 6.40 64.64 0.16 1.85
6 1 0.50 6.51 63.15 0.17 l.87
6 l 0.60 6.59 61.71 O.18 1.90
6 1 0.70 6.66 60.31 0.18 1.92
6 1 0.8A 6.71 58.96 0.19 1.95
6 J. 0.90 6.76 57.64 0.20 1.97
6 1 1.00 6.80 56.36 0.21 2.00
6 1 1.10 6.83 55.12 0.22 2.02
6 1 1"20 6.87 53.92 0.22 2.05
6 1 1.80 6.90 52.75 0.23 2.07
6 1 1.40 6.93 51.61 0.24 2.10
6 1 0.00 5.28 71.09 0.11 1.75
6 l 0.10 6.61 69.16 0.13 1.77
6 1 0.20 6.42 67.31 0.14 1.80
6 1 0.30 6.32 65.51 0.15 1.82
6 1 0.40 6.28 63.78 0.16 1.85
6 1 0.50 6.26 62.10 0.17 1.87
6 1 0.60 6"27 60.48 0.18 1.90
6 1 0.70 6.30 58.91 0.18 1.92
6 1 0.80 6.33 57.39 0.19 1.95
6 1 0.90 6.37 55.92 0.20 1.97
6 1 1.00 6.41 54.50 0.21 2.00
6 1 1.10 6.45 58.12 0.22 2.02
6 1 1.20 6.49 51.79 0.22 2.05
6 1 1.30 6.53 50.49 0.23 2.07
6 1 1.40 6.57 49.24 0.24 2.10
6 2 1.40 7.20 15.14 0.79 7.55
6 2 1.50 7.19 15.05 0.78 7.55
6 2 1.60 7.18 14.95 0.77 7.55
7 1 0.00 6.01 32.63 0.41 23.41
7 1 0.10 6.02 32.50 0.41 23.42
7 1 0.20 6.03 32.36 0.41 23.43
7 1 0.30 6.04 32.22 0.40 23.44
7 1 0.40 6.06 32.O8 0.40 23.45

7 1 0.5O 6"07 31.95 0.40 28"46
` 7` 1 0.60 6.08 31.81 0.40 23.47
7 1 0.70 6.09 31.68 0.40 23.47
7 1 0.80 6.10 31.54 0.39 23.48
7 1 0.90 6.11 31"41 0"39 23.49
7 1 1"00 6.13 81.28 0.39 23.50
7 1 1.10 6.14 31.14 0.39 23.51
7 1 1.20 6.15 31.01 0.39 23.52
7 1 1.30 6"16 80.88 0.39 23.53
7 1 1.40 6.17 30"75 0.38 23.54
7 1 1"50 6.18 30.62 0.38 23.55
7 1 1.60 6.19 80.49 0.88 23.56
7 1 1.7A 6.20 30"36 0.38 23.56
7 1 1.80 6.21 30.23 0.38 23.57
7 1 1.90 6.22 30"10 0.87 23.58
7 1 2.00 6.23 29.98 0.37 23.59
7 1 2.10 6.24 29.85 0.37 23.60
7 1 2"20 6.25 29.72 0.37 23.61
7 1 2.30 6.26 29.60 0.87 23.62
7 1 2.40 6.27 29.47 0.37 28.63
7 1 2.50 6"27 29.35 0.36 23.64
| Geg # | Reach # } Geg Mi | D.O. | CBOD } NBOD | Flow |

---- MODEL RESULTS
Discharger : TOWN OF MAIDEN
Receiving Stream : CLARK CREEK
The End D.O. is 6.28 mg/l.
The End CBOD is 1.56 mg/l.
The End NBOD is 20.12 mg/l.
DO Min
(mg/1) Milepoint Reach #
---~-- --
Gegment 1 7.25 0.70 2
Reach 1
Reach 2
Segment 2 6.99 0.00 1
Reach 1
Reach 2
Segment 3 5"70 0.30 1
Reach 1
Segment 4 7.12 0.00 1
Reach 1
Reach 2
Seament 5 ("5.. �() 1 7 .. ec" 3
Reach 1
Reach 2
Reach 8
Reach 4
Reach 5
Segment 6 5.28 0.00 1
Reach 1
Reach 2
Segment 7 6.03 0.00 1
Reach 1
SUMMER
NBOD ALLOCATION
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/1) (mg/l) (mg/l) (mgd)
135.00 0.00 5.00 0.00680
135.00 0.00 0.00 0.10000
135"00 0.00 0.00 0.00630
135.00 0.00 6.00 0.00500
135.00 0.00 5.00 0.10000
85.00 0.00 6.00 0.00500
0.00 0.00 0.00 0.00000
0"00 0.00 0.00 0.00000
0.00 0.00 0.00000
0.00 6.00 5.00000
0.00 `��+�� 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 5.00 1.00000
0.00 0.00 0.00000
0.00 / 62.00 ^) 6.00
1.00000

** r MODEL SUMMARY DATA
Discharger a TOWN OF MAIDEN Subba i.n u 030835
Receiving Stream n CLAR'K CREEK Stream C:I.t. sst C
Summer 7Q10j 2 12. Winter `7Q:t0 = 22.
Design Tti mpLra•tur-ec 25.
1LEN6THI SLOPEI VELOCITY 1 DEPTH1 Kd I Kd I Ka I Ka 1 KN 1 KN 1 KNR 1 KNR
mile I ft/mil fps 1 ft ldesignl 320° Idesign1 320° ldesignl 320° !design! 320°
I 1 1 1 1 1 1 1 1 1 1 I
Segment 1 1 0.701 16.701 0.208 1 0.74 1 0.36 1 0.29 1 6.99 1 6.271 0.44 1 0.30 10.44 1 0.00
Reach 1 1 I 1 1 1 1 1 1 I I 1 1
1 I 1 1 1 1 1 1 1 1 1 1
Segment 1 1 0.701 16.701 0.215 1 0.76 1 0.36 1 0.29 1 7.20 1 6.461 0.44 1 0.30 1 0.44 1 0.00
Reach 2 1 1 1 I 1 1 1 1 1 I 1 1
l 1 I 1 1 1 I 1 1 1 1 1
Segment 2 1 0.501 36.401 0.117 1 0.35 1 0.46 1 0.36 1 8.51 1 7.641 0.73 1 0.50 1 0.73 1 0.00
Reach 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 I 1 1 1 1 1
Segment 2 1 0.301 25.001 0.154 1 0.54 1 0.39 1 0.31 1 7.70 1 6.911 0.73 1 0.50 10.73 1 0.00
Reach 2 1 I 1 1 1. I 1 I 1 I 1 1
1 1 1 1 1 1 1 1 1 I 1 1
Segment 3 1 0.901 25.001 0.156 1 0.43 1 0.43 1 0.3,E 1 7.83 1 7.021 0.73 1 0.50 1 0.73 1 0.00
Reach 1 1 1 I 1 1 1 1 I 1 1 1 1
1 I 1 1 1 1 1 1 1 I 1 1
Segment 4 1 0.201 25.001 0.226 1 0.66 10.42 1 0.33 111.31 1 10.151 0.73 10.50 1 0.73 1 0.00
Reach 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 I 1 I
Segment 4 1 0.801 25.001 0.232 1 0.68 1 0.42 1 0.33 111.63 1 10.431 0.73 1 0.50 1 0.73 1 0.00
Reach 2 1 1 1 1 1 1 1 1 1 1 1 l
1 1 1 1 1 1 1 1 1 1 1 I
Segment 5 1 4.201 7.101 0.207 1 1.10 1 0.30 1 0.23 1 2.94 1 2.641 0.44 1 0.30 1 0.44 1 0.00
Reach 1 1 1 I 1 1 1 1 1 1 1 l 1
I I 1 1 1 1 1 1 1 1 1 I
Segment 5 1 0.90! 7.101 0.213 11.21 1 0.29 1 0.23 1 3.03 1 2.721 0.44 10.30 1 0.44 10.00
Reach 2 1 1 I 1 1 1 1 I 1 1 1 I
1 I I 1 I 1 1 1 1 1 1 1
Segment 5 1 2.701 7.101 0.427 11.40 1 0.32 1 0.26 1 4.40 1 3.941 0.44 1 0.30 1 0.44 10.00
Reach 3 1 1 I 1 1 1 1 I 1 1 1 1
1 1 1 1 1 I 1 1 1 1 1 I
Segment 5 1 0.501 7.101 0.419 1 1.46 1 0.32 1 0.25 1 4.31 1 3.861 0.44 10.30 1 0.44 1 0.00
Reach 4 1 1 I 1 1 1 I 1 1 1 I I
1 1 1 1 I 1 1 1 1 1 1 1
Segment 5 1. 1.501 7.101 0.417 1 1.51 1 0.32 1 0.25 1 4.29 1 3.851 0.44 1 0.30 1 0.44 1 0.00
Reach 5 l 1 I 1 I 1 1 1 1 1 1 I

1 1 1 1 I I i 1 1 i 1 1 1
Segment 6 1 1.401 34.00! 0.457 1 0.53 1 0.77 1 0.61 131.17 127.961 0.73 10.50 1 0.73 10.00 I
Reach 1 1 1 1 I 1 I 1 1 1 1 1 I 1
1 1 1 1 1 1 1 1 1 I 1 1 1
-Segment 6 1 0.201 7.10! 0.300 11.30 1 0.31 10.24 14.27 1 3.831 0.44 1 0.30 10.44 1 0.00 I
Reach 2! 1 1 I 1 1 1 1 1 I I 1 I
1 1 1 I I I 1 1 1 I 1 1 I
Segment 7 I 2.501 7.101 0.499 1 1.77 1 0.32 1 0.25 1 5.14 1 4.611 0.44 10.30 1 0.44 1 0.00 I
Reach 1 I 1 1 1 1 1 1 1 1 1 I 1 1
1 Flow I CE;OD I N {OD I D.O. 1
1 cfs 1 mg/1 1 mg/1 1 mg/1 1
Segment 1 Reach 1
Waste 1 0.011 1135.000 1 0.000 I 5.000
Headwaters! 1."/00 1 2.000 1 1.000 1 7.440
Tributary 1 0u000 1 0.000 1 0.000 1 7.440
* Runoff 1 0.000 1 0.000 1 0.000 1 7.440
Segment 1 Reach 2
Waste 1 0.155
Tributary 1 0.000
* Runoff 1 0.000
Segment 2 Reach 1
Waste 1
Headwaters 1
Tributary 1
* Runoff 1
0.010
0.150
0.000
0.240
Segment 2 Reach 2
Waste 1 0.002
Tributary 1 0. 350
* Runoff 1 0.240
Segment 3 Reach 1
Waste I 0.155
Headwaters 1 0. 160
Tributary 1 0.000
* Runoff 1 0.240
Segment 4 Reach 1
Waste 1 0.008
Headwaters! 0.000
Tributary 1 0.218
* Runoff 1 0.240
Segment 4 Reach 2
Waste 1 0.000
Tributary 1 0.00R
* Runoff 1 0.240
1135.000 I
1 0n000 I
I 0.000 I
1135.000
1 P.000
1 0.000
1 2o(0()
1135#000 1
1 2n000 I
I 24000 1
1135.000
1 2.000
1 0.000
1 2.c„00
0.000
0.000
0.000
0.000
7.440
7.440
is. 0c:)c_) 1 0.000
1.000 1 7.440
0.000 1 7.440
1.000 I 7.440
0.000 1
1.000 I
1..c_)00 1
6.000
7.440
7.440
0.000 1 5.000
1.000 1 7.440
0.000 1 7.440
1.000 1 7.440
0
1 effiAoc_)o I 0a000 1 6u001)
1 0.000 1 0.000 1 7.440
1 5 s 00c_) 1 7.000 I 7.440
I 2.000 1 1.000 1 7.440
0.000
10uC)C)C)
2.000
0)„000 i
15.000 1
1.000 I
0.000
7.440
7.440
Segment 5 Reach 1
Waste 1 0.000
1 0.000 I 0d000) 1 tJaC )i)

Headwaters 1
Tributary I
* Runoff I
0.000 1
0.000 I
0.090 I
0.000 i 0.000 I
0.000 I 0.000 1
2.000 1 1.000 1
7.440
7.440
7.440
Segment 5
Waste
Tributary
* Runoff
Reach 2
I 0.000
1 0.700
I 0.090
Segment 5 Reach 3
Waste I 7.750
Ti- i.butary I 0.000
* Runoff I 0.090
Segment 5
Waste
Tributary
* Runoff
Reach 4
I 0.000
1 €„)ahe„0
I 0.090
Segment 5 Reach 5
Waste I 0.000
Tributary I 0.800
• Runoff I 0.090
Segment 6 Reach 1
Waste I 1.550
Headwaters 1 0.200
Tributary I 04000
• Runoff I 0.250
Segment 6 Reach 2
Waste I 0„000
Tributary I 5.450
* Runoff I 0.000
Segment 7 Reach 1
Waste I 1.550
1-lead wa t er s I 0.000
Tributary I 0.000
* Runoff I 0.090
0.000 1
2ni)00 I
2.000 i
0.000 I
1.000 1
1.000 I
0.000 1 62.000
0.000 1 0.000
2.000 I 1.000
0,000 I
2.000 1
2.000 I
0.000
2.000
2.000
0.000
2.000
0.000
2.000
0.000
1.000
1.000
0.000
1.000
1.i)00
I 62.000
I 1.000
0.000
1.000
0.000 1
2.00 i 1
0.000 1
0.000
7.440
7.440
6 000
77.440
7.440
0.000
7.440
7.440
0.000
'7.440
7.440
1 5.000
I 7.44c_)
I 7e440
I 7.440
0.000 I
1.000 I
0,i)€„X) 1
0.000
7.440
7.440
1 c_)ai)i)c_) 1 62p0 o 1 6.000
I 0 000 I i) . 000 1 17 t, 440
1 0.000 1 0.000 I 7.440
I 2.000 I 1.000 I 7.440
* Runoff flow is in c:fs/mile

1 Seq #1 I Reach t I Sec' Mi
1 1 0.00
1 1 0.10
1 1 0.20
1 1 0.30
1 1 0.40
1 1 0.50
1 1 0.60
1 1 0.70
1 2 0.70
1 2 0 .2 8 c'_i
1
2 0.290
1 2 1.00
1 2 1.10
1 2 1.20
:1 2 1.30
1 2 1.40
2 :1 0.00
2 1 0.10
2 1 0.20
2 1 0.30
2 1 0.40
r2 :1 0.50
2 2 0.50
2 2 0.60
2 2 0.70
2 2 0= 8 0
8 1 0.00
3 1 0.10
3 1 0.20
3 1 0.30
3 1 0.40
3 1 0.50
3 1 0.60
'3 1 0.70
3 1 0 n 8 c: )
3 1 0.90
4 1 0.00
4 1 0.10
4 1 0.20
42 0.20
4 2 0.230
4 2 0.40
4 fi 2 0.50
4 2 0.60
4 2 0.70
4 2 (i.8t»)
4 2 0.90
4 2 1.00
5 1 0.00
5 1 0.10
5 1 0.20
5 1 0.30
5 1 0.40
5 1 0.50
5 1 0.60
5 1 0.70
5 1 0.80
7.42
7.54
7.64
7.71
7.78
7„83
7.87
7.91
7.25
7.30
7.35
M.� 3 L�
7.38
7.41
7.44
7.46
7.48
6.99
7.28
7.46
7.58
7.67
7.73
7.55
7.64
7.71
7.76
6.24
5.91
5.75
5.70
5.72
5.77
a77
5.85
5.95
6.04
6.14
7.12
7.24
y+�
7.33
7.33
7.41
7i:47
7.51
7.55
7.58
7„61
7.63
7.65
7„56
7i,5c_)
7.45
7..40
7.36
7.32
7.29
7„26
7.23
I (MOD
2.82
2.77
2.76
2.73
2.70
2.67
2.65
2.62
13„62
13.48
13.34
13.20
13.07
12„93
12.8c_)
L�7 12�`'` 10.13
8.285
7.87
7.09
6„46
5.93
5.34
5.14
4.95
4.78
67.44
61.75
56.82
52.32
48.74
45.38
42.38
39.69
37.27
35.07
16.21
15.80
15.40
15.37
15.00
14.63
:1.4a29
13.95
13.68
13.31
13.00
12.70
12.69
12.55
12.41
12..28
12.15
12.02
11.89
11.76
:11r63
4v` dr
SUMMERI5
MAIDEN AT SECONDARY
I NBOD 1 Flow I
0.99 1.71 - .nA4.
0.98 1.71
O .97 1.7:1.
0=96 1.71
0.94 1.71
0.93 1.71
0„92 1.71
0.91 1*271
0.83 1.87
0.82 1.87
0.91 1.87
0.80 1.87
0.79 1.87
O .78 1.87
0.77 1.87
0.76 1.87
0.94 0.16
0.91 0.18
0.89 0.21
0.86 0.P3
0.84 C)u26
o.e2 0.28
0,91 0.64
O .89 0.66
0„e'7 0.69
0.85 0.71
0.,51 0.32
0.53 0.34
0.54 0.36
0.55 0.39
0.56 0.41
0.57 0.44
0.5R 0.46
0.58 0.48
0.58 0.51
O .59 0.53
1„66 1.47
1.62 1.49
1.58 1.51
1 O 65 1.52
1.61 1.55
1.57 1.57
1.53 1.59
1.49 1.62
1.46 1.64
1.42 1.67
1.39 1.69
1.36 1.71
1.05 3 a 58
r- �-
1.03 .5
1.02 3.60
1.01 3.61
0.99 3.62
0.98 (33 .62
0.93.'63
O .96 3.64
0.94 3.65

�.bb
. 5^ 1 1.00 7.19 11.39 0.92 3.67
5 l 1.10 7.17 11.26 0.91 3.68
5 1 1.20 7.16 11.14 0.90 3.69
5 1 1.30 7.15 11.02 0.88 3.70
5 1 1.40 7.14 10.91 0.87 3.71
5 1 1.50 7.13 10.79 0.86 8.71
5 1 1.60 7.13 10.67 0.85 3.72
5 1 1.70 7.1' 10.56 0.84 3.73
5 1 1.80 7"12 10.45 0.83 8.74
5 1 1.90 7"12 10.84 0.82 3.75
5 1 2.00 7.12 10.23 0.81 3.76
5 1 2.10 7"12 10.12 0.80 3.77
5 1 2.20 7.12 10.01 0"79 3"78
5 1 2.30 7.12 9.91 0.78 3.79
5 1 2.40 7.13 9.80 0.77 3.80
5 1 2.50 7.13 9.70 0.76 8.80
5 1 2.60 7.13 9.60 0.75 3.81
5 1 2.70 7.14 9.49 O.74 8.82
5 1 2.80 7"15 9.39 0.73 3.83
5 1 2.90 7"15 9.29 0.72 3.84
5 1 3.00 7.16 9.20 0.72 3.85
5 1 3.10 7"17 9"10 0.71 3.86
5 1 3.20 7.17 9.00 0"70 8.87
5 1 3.30 7.18 8.91 0.69 3.88
5 1 3.40 7.19 8.82 0.68 3.89
5 1 3.50 7.20 8.72 0.67 3.89
5 1 3.60 7.20 8.63 0.67 3.90
5 1 8.70 7.21 8.54 0.66 3.91
5 1 3.80 7.22 8.45 0.65 3.92
5 1 3.90 7.28 8.37 0.64 3.93
5 1 4.00 7.24 8.28 0.64 3.94
5 1 4.10 7.25 8.19 0.68 3.95
5 1 4.20 7.26 8.11 0.62 3.96
5 2 4.20 7.28 7.19 0.68 4.66
5 2 4.30 7.30 7.12 0.67 4.67
5 2 4.40 7.32 7.05 0.66 4.68
5 2 4.50 7.33 6.98 0.65 4.68
5 2 4.60 7.84 6.91 0.65 4.69
5 2 4.70 7.36 6.85 0.64 4.70
5 2 4.80 7.37 6.78 0.63 4.71
5 2 4.90 7.38 6"71 0.62 4.72
5 2 5.00 7.39 6"65 0.62 4.78
5 2 5.10 7.41 6.58 0.61 4.74
5 3 5.10 6"53 21.11 16.99 12.49
5 3 5.20 6"44 21.00 16.87 12.50
5 8 5.80 6"36 20.89 16.75 12.51
5 3 5.40 6.28 20.78 16.63 12.52
5 3 5.50 6.21 20.67 16.52 12.52
5 3 5.60 6.14 20.57 16.40 12.53
5 3 5.70 6.08 20.46 16.29 12.54
5 3 5.80 6.02 20.35 16.18 12.55
5 3 5.90 5.97 20.24 16.06 12.56
5 3 6.00 5.92 20.14 15.95 12.57
5 8 6.10 5.88 20"03 15.84 12.58
5 3 6.20 5.84 19.93 15.73 12.59
5 8 6.80 5.80 19.82 15.62 12.60
5 3 6.40 5.77 19.72 15.51 12.61
5 3 6"50 5.74 19.61 15.41 12.61
5 3 6.60 5.71 19.51 15.30 12.62
5 3 6.70 5.69 19.41 15.19 12.63
5 3 6.80 5.67 19.31 15.09 12.64
5 3 6.90 5.65 19.20 14.98 12.65
5 3 7.00 5.63 191.10 14"88 12.66
5 3 7.10 5.62 19.00 14.77 12.67
5 3 7.20 5.60 18.90 14.67 12.68

0
. 5~ 3 7.40 5.59 18.71 14.47 12.70
5 3 7.50 5.58 18.61 14.37 12.70
5 3 7.60 5.57 18.51 14.27 12.71
5 3 7.70 5.57 18.41 14"17 12"72
5 8 7.80 5.56 18.32 14.07 12.73
5 4 7.80 5.65 17.58 13.48 18.33
5 4 7.90 5.65 17.49 13.89 13.34
5 4 8.00 5.64 17.40 13.29 13.85
5 4 8.10 5.64 17.31 18"20 13.36
5 4 8.20 5.64 17.22 13.1.1. 13.37
5 4 8.80 5.65 17.13 13.02 13.88
5 5 8.30 5.75 16.27 12.34 14.18
5 5 8.40 5.75 16.19 12.25 14.19
5 5 8.50 5.76 16.11 12.16 14.19
5 5 8.60 5.76 16.02 12.0B 14.20
5 5 8.70 5.77 15.94 11.99 14.21
5 5 8.80 5.77 15.86 11.91 14.22
5 5 8.90 5.78 15.77 11.88 14.23
5 5 9.00 5.79 15.69 11.74 14.24
5 5 9.10 5.80 15.61 11.66 14.25
5 5 9.20 5.81 15.53 11.58 14.26
5 5 9.30 5"8l 15.45 11.50 14.27
5 5 9.40 5.82 15.37 11.42 14.28
5 5 9.50 5.83 15.29 11.84 14.28
5 5 9.60 5.84 15.21 11"26 14.29
5 5 9.70 5.85 15.13 11.18 14.30
5 5 9.80 5.86 15.05 11.10 14.31
6 1 0.00 5.28 53.37 0.11 1.75
6 1 0.10 5.87 52.11 0.13 1.77
6 1 0.20 6.27 50.89 0.14 1.80
6 1 0.80 6.54 49.71 0.15 1.82
6 1 0.40 6.72 48"56 0.16 1.85
6 1 0.50 6.85 47.45 A.17 1.87
6 1 0.60 6.94 46.37 0.18 1.90
6 1 0.70 7.01 45.33 0.18 1.92
6 1 0.80 7.07 44.31 0,19 1.95
6 1 0.90 7.11 43.33 0.20 1.97
6 1 1.00 7.14 42.38 0.21 2.00
6 1 1.10 7.18 41.45 0.22 2.02
6 1 1.20 7.20 40.55 0.22 2.05
6 1 1.30 7.23 39.68 0.23 2.07
6 1 1.40 7.25 88.83 0.24 2.10
6 2 1.40 7.39 12.24 0.79 7.55
6 2 1.50 7.38 12.17 0.78 7.55
6 2 1.60 7.38 12.09 0.77 7.55
7 1 0.00 6.36 16.08 12.99 23.41
7 1 0.10 6.35 16.01 12.92 23.42
7 1 0.20 6.34 15.95 12.85 28.43
7 1 0.30 6.33 15.88 12.77 23.44
7 1 0.40 6.32 15.81 12.70 23.45
7 1 0.50 6.31 15.74 12.63 23.46
7 1 0.60 6.31 15.68 12.55 23.47
7 1 0.70 6.30 15.61 12.48 23.47
7 1 0.80 6.80 15.55 12.41 28.48
7 1 0.90 6.29 15.48 12.34 28.49
7 1 1.00 6.29 15.42 12.27 28.50
7 1 1.10 6.29 15.35 12.20 23.51
7 1 1.20 6.29 15.29 12.13 23.52
7 1 1.30 6.29 15.22 12.06 23.53
7 1 1.40 6.29 15.16 11.99 23.54
7 1 1.50 6.29 15.09 11.92 23.55
7 1 1.60 6.29 15.03 11.85 23.56
7 1 1.70 6.29 14.97 11.78 23.56
7 1 1.80 6.30 14.90 11.72 23.57
7 1 1.90 6.30 14.84 11.65 23.58

, 7a 1 2.10 6.31 14.72 11.52 23.60
7 1 2.20 6.31 14"65 11"45 28.61
7 1 2.30 6.81 14"59 11.38 23.62
7 1 2.40 6.32 14.53 11.32 23"63
7 1 2.50 6.82 14.47 11.25 23.64
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