NC0074756_wasteload allocation_19870831

NPDES DOCUMENT SCANNINL COVER SHEET
NPDES Permit:
NC0074756
Greater Badin W&S WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Staff Report
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
August 31, 1987
Tuts document 1w printed on reuiae paper -ignore a.ny
corztent on the reirerBe wide

r
PERMIT NO.: NCOOrj 4 -�5?1
FACILITY NAME: �Adlh (. L0 ?
Facility Status: EXISTING PROPOSED
(circle one)
Permit Status: RENEWAL CATR)
(circle OM)
Major ✓' l►,tlnoor, j
Pipe No:
Design Capacity (MGD):
Domestic (% of Flow): 160e70
NPDES WASTE LOAD ALLOCATION
PLOTT
Industrial (% of Flow):
Comments: 0-( (ft5c taA�,e �� .
RECEIVING STREAM: ) e }4u V wyj a.� GreeK
Class:
Sub -Basin: 0_-�r)106
Reference cUS��GS Quad: f-ISNF (please attach)
-6 County: 11(A
Regienal Office: As Fa IMo l Ra Wa WI WS
(sirele owe)
Requested By: ­10`3 -
Prepared
Reviewed By:
\j 31 g �
Date: a c$�
Date: D 7
Date: 31
Modeler
Date Rec.
x
Grn5
rl-3g-'ss-1
Drainage Area (mil) �P, I Avg. Streamflow (cfs): b- V
7Q10 (cfs) Q-3 Winter7Q10 (cfs) �30Q2 (cfs)
Toxicity Limits: IWC — ��L//��� % (circle one) Acute /Chronic
Instream Monitoring: /(j OA
l30Ps, ' y)
Parameters OOATernRe�aawr!, eenduck'���, Fecal�l %vvw
Upstream
Downstream
Location Above discl it e pL
Location o.Ak m L kiploa) 6Y .9e Of
l.Uas+4o (m )
o .l 9
o.1 `d
1.04 I . +
Effluent
Characteristics
SUY WLW
L0 ins✓
6L)W&Ir- W i K4W
BODS (mg/1)
(g
30
NHj N (mg/1)D.O.
(mg/0
5
a,
5
TSS (mg/1)
30
30
50 30
F. Col. (/100ml)
(ate
1000
1coo 1060
pH (SU)st;j-
IN
OG�J
I FP (11 , 4e,4
kx�,6?" b-

Request No. :4161
(-`a1Q)
------------------------
WASTELOAD ALLOCATION
APPROVAL..
FORM ---- - ----
Permit Number
: NC000000
Facility Name
: BADIN WWTP
Type of Waste
: DOMESTIC:
Kno'.00oe6eCOW
Status
-E­X+ST_ING
Receiving Stream
LITTLE MOUNTAIN
CREEk::
Stream Class
: C
Subbasin
: 030703
County
: STANL.Y
Drainage Area (sq mi) : 6.1
Regional Office
MRO
Average Flow
(cfs) : 6.0
Requestor
20543
Summer 7010
(cfs) : 0.3
Date of Request
7/29/87
Winter 7010
(cfs) : 0.5
Quad
: FIONE:
30Oc.'.
(cfs) .
---_...----------------------------------
RECkorMENDED
EFFLUENT LIMITS
------------------------
UP
; SUMMER Cc
WINTER SUMMER WIi.
(m d): .1S
9
04 OF1VA T[AtdL
5-Day POD
(mg/1) : 19
30 IS
311 a111sOURCFS
'�'i Dg. AXD
Ammonia Nitrogen
(mg/1): 16
15
ENT
Dissolved Oxygen
(mg/1): 5
2 5
`, AM 21 1987
TSS
(mg/1): 30
30 30
30
Fecal Coliform (#
100ml): 1000
1000 1000
n
pH
(SU) : 6-9
6-9 6--9
I00`�F ��IRO,yyCY1A! YAi7IS(yFNi
RESVI(LF
REGIONAL OFFICE
MONITORING
Upstream (Y/N): Y Location: ABOVE. DISCHARGE POINT
Downstream (Y/N): Y Location: 0.4 MILE BELOW DISCHARGE: POINT'
----...-----------------------------------..--.......-------..--..-... COMMENTS ------._--..--.-'----'-----'--'-'------'--._...__..-..._..__...------
RECOMMEND MONITORING FOR; DO, TEMPERATURE, CONDUCTIVITY, AND FECAL COLIFORM
FREQUENCY: WEEKLY DURING SUMMER PERIOD (APR-OCT), BI-WEEKLY DURING
WINAT.E'R PERIOD (NOV--MAR)
1..04 MvD�), Afeo v�rviSe .��� a e.-d.��t* � 4t
L
Recommendeed by l 0011 *Is-.
Reviewed by:
Tech. Support Supervisor
Regional Supervisor
Permits & Engineering
Date Z51$g_
Date
Date
Date ..-.�L�fL._... _..
RETURN TO TECHNICAL_ SERVICES BY SEP 17 97

• - Facility Name •u,Qf U/(%�� Permit_)
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 g1 (defined as treatment
two in the North Carolina procedure document). The permit holder shall
perform &),2r�eylj monitoring using this procedure to establish compliance
with the permit ondition. The first test will be performed within thirty
days from issuance of this permit. Effluent sampling for this testing shall
be performed at the NPDES permitted final effluent discharge below all
treatment processes.
All toxicity testing results required as part of this permit condition
will be entered on the Effluent Discharge Monitoring Form (MR-1) for the
month in which it was performed, using the appropriate parameter code.
Additionally, DEM Form AT-1 (original) is to be sent to the following
address:
Attention: Technical Services Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemi-
cal/physical measurements performed in association with the toxicity tests,
as well as all dose/response data. Total residual chlorine must be measured
and reported if chlorine is employed for disinfection of the waste stream.
Should any test data from this monitoring requirement or tests per-
formed by the North Carolina Division of Environmental Management indicate
potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited docu-
ment, such as minimum control organism survival and appropriate environmen-
tal controls, shall constitute an invalid test and will require immediate
retesting. Failure to submit suitable test results will constitute a fail-
ure of permit condition.
7Q10 0.3 cf
Permited Flow MGD
Basin c Sub -basin O
Receiving Stream Li Mlle Il)k1. GteK
County 1*j"
Recommended by:
Date

r
•tea ,,;�
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, Norrh Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary August 18, 1987 Director
Mr. C. A. Willis
Willis Engineers
6525 Morrison Boulevard
Charlotte, North Carolina 28211
Subject: Proposed Wastewater Discharge
Badin District, Stanly County
Dear Mr. Willis:
Thank you for your recent letter which clarified the location of the
final discharge point for the Badin Wastewater Treatment Plant. The previ-
ous proposed NPDES permit limits sent to Construction Grants reflected the
discharge point at the confluence of Honey Creek on Little Mountain Creek.
The model was rerun at the revised location (0.55 mile upstream from Honey
Creek) and predicted no further impact on the stream with the previously
calculated BOD5 and NH3N limits. There will, however, be a change in the
dissolved oxygen (DO) limit for the winter months. An addition of 2 mg/1 DO
for 0.18 mgd and 5 mg/1 DO for 1.04 mgd will be needed at this new point for
the winter months.
The final limits are:
Summer
Winter
Summer
Winter
Wasteflow (mgd)
0.18
0.18
1.04
1.04
BODS5 (mg/1)
19
30
18
30
NH N (mg/1)
16
15
DO (mg/1)
5
2
5
5
TSS (mg/1)
30
30
30
30
Fecal Coliform (/100 mi)
1000
1000
1000
1000
PH (SU)
6-9
6-9
6-9
6-9
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]

Should further clarification of this matter be necessary, please con-
tact either myself or Trevor Clements (919/733-5083).
Sincerely,
' Ca=1a°�°Sanderson.�.
CS:gh
cc: Steve Tedder
Trevor Clements
Allen Wahab
Rex Gleason

VA=(p,l
06101 rnec)e6 t Leese l 8
l3aCLi vl
,A; ,Igwrya
a) 1104 rr�d
cm-12
g- ) s-87
o3o io8
0P0,0= 9(�rny�l CS)
�9�rr5�l,Cw)
�cL� n.s P�u45�-vim L�r,�,� •�S
(s)
Cu>>
�a . l�rrryd C800=
a8,5
�5
0/0
1. o 4
96
Q yrn� l
( U) = a. i8/
D. i8
l.oy -
cffoo= G-
A,600_
O auj = D. 1
0.31
0 • I
o I --
----�
--
—
�'
43.t
�33.3 ,z1.5 33.3 ib,q

V
I
III
pk
�C, C-
13
0.aa
�iD�1oS
I
�Uui
0-
I,
ilI rc b ;fv5= 5R
hi
'Uo
AA ::'/
4/13

ACet U)W- P U�«5 Older Le ve( z 91 /a187
RoToS= ,iln (Cv
I
031r3 �?. R3(o. AM' 95
OA-- b.)n�a
q4= 0e�
6.3c�
glG1- 0.6A
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.3 ,3
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as
)� ,y
Jarn.t, a.o

SUMMER
@ 0• ei
_
NEW
POINT WITH
NEW MODEL.
ALL
PROTECTED
AT EXISTING
SAUED
tAOINNfcJ
------------
MODEL. RESULTS ------------
-__-
Discharger
2
BADIN WWTP
Receiving
------------------------------------------------------------------------
Stream :
LITTLE MOUNTAIN CREEtc:
The End
D.U.
i.e. 7.47
mg/l.
The End
CBOD
is 12.93
mg/l.
The End
----------------------------------------------------------------------
NBOD
is 3.96
mg/l.
WL.A
WL.A
WLA
DO Min
CBOD
NBOD
DO Waste Flov
(mg/1)
Milepoint
Reach #
(mg/1)
(mg/1)
(mg/1) (mgd)
Segment:
1
5.19
0.46
2
Reach
1
96.00
0.00
5.00 0.IS100
Reach
2
28.50
72.00
5.00 0.18000
Reach
3
0.00
0.00
0.00 0.00000
Reach
4
0.00
0.00
0.00 0.00000
Reach
5
0.00
0.00
0.00 0.00000
Reach
6
0.00
0.00
0.00 0.00000
Reach
7
0.00
0.00
0.00 0.00000
Segment
2
5.94
0.36
1
Reach
i.
0„00
0.00
0.C)0 0.Ori000
Reach
2
0.00
0.00
0.00 0.00000
Reach
3
0.00
0.00
0.00 0.00000
Reach
4
0.00
0.00
0.00 0.00000

EL. S r•, .. i-•r.. ,., ...'
I:ti",#?:1:1q WW'T*P i:3Ul bi --i J.n . 0 3 0'7 08
R r.-e-i J4.i-g 8-tr c5.,ririi L.7:1"_}-!...}: !"}CII.N'T'AIN (:::}={}: EI-.,:: ii'(':r"t:N li'ti i 7.ri-:>i>P C'
.-7 f't ! -
„ 34.`"i. C"0.5
1'.) e f i g r'i }' r::: Cft }_f i::'r'i" ::t u C.i Y t: n t:.:} i) .r
;LENGTH', SLOPE: VELOCITY 1 DEPTH: Kd 1 vAd 1 Ka 1 Ka 1 KN 1 K11 1 KHR 1 KIM
mile 1 ft/mil fps 1 ft }design} 320" }design} U010 }design} 3201 }design} 3201 1
1 1 1 I r 1 I 1 1 1 1 i i
Segment 1 1 0.101 31.251 0.119 1 0.57 1 0.39 1 0.29 1 7.66 1 6.721 0.79 1 0.50 1 0.79 1 0.00 1
Reach 1
Segment 1 1 0.54: 31.251 0.157 1 0.62 1 0.41 1 0.31 110.05 li 2.321 0.79 Al 0.50 1 0.79 1 0.00 1
Reach 2 ,
1 11 11 , -, 1r 1, s 1. 1 1, ,r 1 1
1 1 1 , ,
Segment 1 1 0.221 43.501 0.171 1 0.62 1 0.47 1 0.35 115.22 1 13.361 0.79 1 0.50 1 0.79 1 0.00 1
1
Reach 3 1 , i r , , , 1 1 ,
-----------------------------------------------------------------------------------------------------
,
Segment 1 1 0.60: 33.301 1 0.157 1 0.65 1 0.41 1 0.31-110.75 1, 9.441 0.79 1 0.50 1 0.79 1 0.00 1
L 1
Reach 4
-----------------------------------------------------------------------------------------------------
Segment 1 1 0.901 22.501 0.140 1 0.70 1 0.36 1 0.27 6.46 1 5.0M 0.79 ; 0.50 1 0.79 1 0.00 1
r 5 1
Reach i
Segment, 1 1 0.301 33.301 0.157 1 0.68 1 0.41 1 0.31 :10.71 1 9.401 0.79 1 0.50 1 0.79 1 0.00 1
Reach 6
---------------------------------------------------- -------------------------------------------------
Seament 1 1 0.22: 16'.401 0.128- 1 0.75 1 0.33 1 0.25 1 4.29 1 3.771 0.43 1 0.30 1 0.43 1 0.00 1
Reach 7 1 1 1 1 1 1 1 1 1 1 1 1 1
-------------------------------------------------------------------------------=---------------------
1 1 ,
1 t
Segment 2 1 0.381 16.401 0.12E 1 0.76 1 0.33 1 0.25 1 4.30 1 3.771 0.48 1 0.30 1 0.48 1 0.00 1
Reach 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1
-----------------------------------------------------------------------------------------------------
1 1 tw 1 1
Segment 2 . 0.,.2, 43..,0, 0.110 , 0.67 , 0.4., , 0.34 1 115.17 1 13.31, t1.79 , 0.,0.500.79 , 0.
Reach 2
Segment 2 1 0.141 33.301 0.158 1 0.71.1 0.40 1 0.31 110.76 1 9.441 0.79 1 0.50 1 0.79 1 0.00 1
Reach 3
-------------------------_----------------------------------------------------------------------------
Segment 2 1 1.201 41.30: 0.169 1 0.70 1 0.43 1 0.33 114.31 1 12.561 0.79 1 0.50 1 0.79 1 0.00 1
Reach 4 1 1 1 1 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
1 1 1. c:, v'I 1 (::,B0D 1 r•.LE:tit I) 1 I) . 0 r. 1
i ..itir'k % .t ; i�tii3

-
^ ' Waste
0.281
1 96.000
1
0.000 j
5.000
Headwaters!
0.300
1 2.000
1
1.000
|
7.300
Tributary
1
0.000
2.000
1
1.000
7.300
, * Runoff
1
0.160
< 2.000
|
1.000
<
7.300
� Segment 1
Reach
2
Waste
1
0.279
1 28.500
72.000
1
5.000
Tributary
!
0.000
| 2.000
1
1.000
1
7.300
* Runoff
1
0`160
1 2.000
|
1.000
1
7.300
Seqment 1 Reach 3
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary < 0.000 1 2.000 1 1.000 1 7.300
* Runoff 1 0.060 1 2.000 1 1.000 1 7.300
�
Segment 1
Reach
4
Waste
1 0.000
1 0.000
| 0.000
|
0.000
Tributary
1 0.000
1 2.000
| 1.000
1
7.300
* Runoff
| 0.060
1 2.000
| 1.000
|
7.300
Segment 1
Reach
5
Waste
| 0.000
1 0.000
| 0.000
1
0.000
Tributary
| 0.000
1 2.'000
1 1.000
1
7.300
* Runoff
1 0.060
| 2.000
1 1.000
1
7.300
Segment 1
Reach
6
Waste
1 0.000
1 0.000
1 0.000
1
0.000
Tributary
| 0.000
| 2.000
1 1.000
1
7.300
* Runoff
1 0.060
1 2.000
1 1.000
|
7.300
Segment 1
Reach
7
Waste
| 0.000
1 0.000
1 0.000
|
0.000
Tributary
1 0.000
| 2.000
1 1.000
|
7.300
* Runoff
1 0.060
1 2.000
1 1.000
|
7.300
Segment 2 Reach
Waste
1
0.000
| 0.000
1 0.000 |
0.000
Headwaters!
0.000
1 2.000
< 0.000 1
7.300
Tributary
1
0.000
1 2.000
1 1.000 1
7.300 `
I Runoff
1
0.120
1 2.000
1 1.000 1
7.300
Segment 2
Reach
2
Waste
1
0.000
1 0.000
1 0.000 1
0.000
Tributary
1
0.000
| 2.000
| 1.000 1
7.300
* Runoff
|
0.120
| 2.000
| 1.000 1
7.300
Segment 2
Reach
3
Waste
1
0.000
1 0.000
1 0.000 1
0.000
Tributary
1
0.000
} 2.000
< 1.000 1
7.300
* Runoff
1
0.120
1 2.000
1 1.000 1
7.300
Segment 2
Reach
4
Waste
1
0.000
0.000
| 0.000 1
0.000
Tributary
1
0.000
1 2.000
| 1.000 1
7.300
* Runoff
!
0'120
1 2'000
! 1.000 1
7.300

SUMMER
NEW POINT
WITH
NEW MODEL
ALL PROTECTED
AT
EXISTING
1 Seg #
{ Reach #
Se.g Mi
D.O.
1 CHOD
NBOD 1
Flow i
_ 1
1
C).Gr)
6.19
47.43
0.52
0.58
1
1
0.01
6.17
47.21
0.52
0.58
1
1
0.02
6.16
46.99
0.52
0.58
1
1
0.03
6.14
46.77
0.51
0.59
1
1
0.04
6.13
46.56
0.51
0.59
1
1
0.05
6.11
46.35
0.51
0.59
1
1
0.06
6.10
46.13
0.51
0.59
1
1
0.07
6.09
45.92
0.51
0.59
1
1
1
1
0.08
0.09
6.03
6.07
45.71
45.51
0.51
0.51
0.59
0.59
w,
�(
1
1
0.1.0
6.06
45.30
0.51
0.6C)� l,r✓
1
2
0.10
5.72
39.95
23.29
0.83
,n
1
2
0.16
5.52
39.15
22.62
0.89
.
C
1
2
0.22
5.38
38.38
21.98
0.89
1
2
0.28
5.29
37.63
21.36
0.90
1
2
0.34
5.23
36.90
20.76
0.91
1
2
0.40
5.20
36.19
20.17
0.92
1.
2
0.46
5.19
35.49
19.61
0.93
1
2
0.52
5.20
34.81
19.06
0.94
1
2
0.53
5.22
34.15
1.8.53
0.95
1
2
0.64
5.25
33.50
18.02
0.96
1.
3
0.64
5.25
33.50
18.02
0.96
1
3
0.66
5.35
33.35
17.90
0.96
1
3
0.68
5.44
33.20
17.77
0.96
1
3
0.70
5.51
33.05
17.65
0.97
1
3
0.72
5.59
32.90
17.53
0.97
1
3
0.74
5.65
32.76
17.41
0.97
1
3
0.76
5.71
32.61
17.29
0.97
1
3
0.78
5.76
32.46
17.18
0.97
1
3
0.80
5.81
32.32
17.06
0.97
1
3
0.82
5.86
32.17
16.94
0.97
1
3
0.84
5.90
32.03
16.83
0.97
1
3
0.86
5.94
31.89
16.71
0.98
1
4
0.86
5.94
31.89
16.71
0.98
1
4
0.92
5.09
31.47
16.35
0.98
1
4
0.98
5.85
31.06
15.99
0.98
1
4
1.04
5.94
30.66
15.65
0.99
1
4
1.10
5.83
30.26
15.31
0.99
1
4
1.16
5.84
29.97
14.98
0.99
1
4
1.22
5.8E
29.48
14.65
1.00
1
4
1.28
5.87
29.10
14.34
1.00
1
4
1.34
5.89
28.73
14.03
1.00
1
4
1.40
5.92
28.36
13.73
1.01
1
4
1.46
5.95
27.99
13.43
1.01
1
5
1.46
5.95
27.99
13.43
1.01
1.
5
1.55
5.73
27.46
12.95
1.02
1
5
1.64
5.58
26.94
12.50
1.02
1
5
1.73
5.48
26.43
12.05
1.03
1
5
1.82
5.43
25.94
11.63
1.03
1
5
1.91
5.40
25.45
11.22
1.04
1
5
2.00
5.40
24.97
10.82
1.04
1
5
2.09
5.42
24.50
10.44
1 .O11i
1
5
2.18
5.44
24.04
10.07
1.05
1
5
2.27
5.48
23.59
9.72
1.06
1
5
2.36
5.52
23.15
9.38
1.07
1
6
2.36
5.52
23.15
9.38
1..07
1
6
2.39
5.64
23.01
9.28
1.07
1
6
2.42
5.75
22.86
9.18
1.07
1
A
?_45
K_R5
?A_7A
9-OR
1 _07

. . 1
6
2.51
6.02
22.44
8.89
1.07
1
6
2.54
6.09
22.30
8.79
1.O8
1
6
2.57
6.15
22.16
8.70
1.08
~ 1
6
2.60
6.21
22.02
8.61
1.08
1
6
2.63
6.26
21.88
8:51
1.08
1
6
2.66
6.31
21.74
8.42
1.08
. 1
7
2.66
6.31
21.74
8.42
1.08
1
7
2.68
6.88
21.65
8.38
1.08
1
7
2.70
6.25
21.56
8.33
1.09
1
7
2.72
6.22
21.47
8.28
1.09
1
7
2.74
6.20
21.38
8.24
1.09
1
7
2.76
6.17
21.29
8.19
1.09
1
7
2.78
6.15
21.20
8.15
1.09
1
7
2.80
6.13
21.12
8.10
1.09
1
7
2.82
6.11
21.08
8.06
1.09
1
7
2.84
6.09
20.94
8.01
1.09
1
7
2.86
6.07
20.85
7.97
1.10
1
7
2.88
6.05
20.77
7.93
1.10
2
1
0.00
6.05
20.77
7.93
1.10
2
1
0.02
6.04
20.66
7.87
1.10
2
1
0.04
6.02
20.55
7.82
1.10
2
1
O.06
6.01
20.45
7.77
1.10
2
1
0.08
6.00
20.34
7.72
1.11
2
1
0.10
5.99
20.24
7.67
1.11
2
J.
0.12
5.98
20.14
7.63
1.11
2
1
0.14
5.98
20.03
7.58
1.11
2
1
0.16
5.97
19.93
7.53
1.12
2
1
0.18
5.96
19.83
7.48
1.12
2
1
0.20
5.96
19.73
7.43
1.12
2
1
0.22
5.95
19.63
7.38
1.12
2
1
0.24
5.95
19.53
7.34
1.13
2
1
0.26
5.95
19.43
7.29
1.13
2
1
0.28
5.94
19.33
7.24
1.13
2
1
0.30
5.94
19.24
7w20
1.13
2
1
0.32
5.94
19.14
7.15
1.13
2
1
0.34
5.94
19.04
7.11
I.A.
2
1
0.36
5.94
18.95
7.06
1.14
2
1
0.38
5.94
18.85
7.02
1.14
2
2
0.38
5.94
18.85
7.02
1.14
2
2
0.40
6.07
18.75
6.96
1.14
2
2
0.42
6.19
18.66
6.91
1.15
2
2
0.44
6.30
18.56
6.86
1.15
2
2
0.46
6.39
18.47
6.81
1.15
2
2
0.48
6.48
18.38
6.76
1.15
2
2
0.50
6.56
18.28
6.71
1.16
2
2
0.52
6.63
18.19
6.66
1.16
2
2
0.54
6.69
18.10
6.61
1.16
2
2
0.56
6.75
18.01
6.56
1.16
2
2
0.58
6.80
17.92
6.51
1.17
2
2
0.60
6.85
17.83
6.46
1.17
2
3
0.60
6.85
17.83
6.46
1,17
2
3
0.62
6.86
17.74
6.41
1.17
2
3
0.64
6.87
17.65
6.36
1.17
2
3
0.66
6.88
17.57
6.31
1.18
2
3
0.68
6.89
17.48
6.26
1.18
2
3
0.70
6.90
17.39
6.21
1.18
2
3
0.72
6.91
17.31
6.16
1.18
2
3
0.74
6.92
17.22
6.12
1.19
2
4
0.74
6.92
17.22
6.12
1.19
2
4
0.84
7.06
16.81
5.89
1.20
2
I.J.
0.94
7.16
16.40
5.68
1.21
2
4
1.04
7.22
16.01
5.47
1.22
2
4
1.14
7.27
15.62
5.28
1.23
2
4
1.24
7.31
15.25
5.09
1.25
' .p
&
IM
7 M
14 pp
& PI
I pAI

2
4
1.54
7.39
14.20
4.56
1.28
2
4
1.64
7.41
13.87
4.40
1.29
2
4
1.74
7.43
13.54
4.25
1.31
^ 2
it.
1.84
7.45
13.23
4.10
1.32
2
4
1.94
7.47
12.93
3.96
1.33
1 Seg # 1
~
Reach
# | Seg Mi 1
D.O.
| CBOD 1
NBOD 1
Flow �

�
NEW
POINT
WITH NEW
MODEL
_
ALL
PROTECTED AT EXISTING
~
---------- MODEL
RESULTS ----------
Discharger
:
BADIN WWTP
Receiving Stream :
LITTLE MOUNTAIN CREEK
--------------
The End
D.O.
________________________________________________________
is 7.11
mg/l.
The End
CBOD
is 16.33
mg/l.
The End
______________________________________________________________________
NBOD
is 19.11
mg/l.
WLA
WLA
WLA
'
DO Min
CBOD
NBOD
DO
Waste
Flo1v
(mg/1)
Milepoint Reach
------ -------
# (mg/1)
(mg/l)
----
(mg/l)
--
` (mgd)
-----------
Segment
1
5.13
2.18 5
Reach
1
96.00
0.00
5.00
0.18100
Reach
2
27.00
67.50
5.00
1.04000
Reach
3
0.00
0.00
0.00
0.00000
Reach
4
0.00
0.00
0.00
. 0.00000
Reach
5
0.00
0.00
0.00
0.00000
Reach
6
0.00
0.00
0.00
0.00000
Reach
7
0.00
0.00
0.00
0.00000
Segment
2
5.58
0.38 1
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
0.00
0.00
0.00
0.00000

110I)E:.L
SW -II' AR ;'
DATA
t."i.v->e_:I-,a--i7C)'i o
liPADT11 WWTF'
&.il.:ba!R�i.t-i .t t);3070 18
l;:cct_a.�iricl st:i-c::'arii
LITTL-E 1'110INT> Th•.}
("REEK*
C
,::i
od .l.,t4cii"' 7010
26.
:LENGTH: SLOPE; VELOCITY ; DEPTh; r:d ; I:d 1 Ka ; Ka ; KM ; KN 1 KNR ! t;11R ;
1 mile ; it/rni; fps ; ft ;design; 3200 ;design; 3201 ;design; 3201 ;design; 3201 ;
Segment 1 1 0.101 31.25; 0.119 1 0.57 ; 0.39 ; 0.29 1 7.66 1 6.72! 0.79 1 0.50 ; 0.79 1 0.00 ;
Reath 1 ! ; 1 1 1 1 ! ;
Seament 1 1 0.541 31.251 0.307 ; 0.70 ; 0.53 ; 0.40 119.69 ; 17.28: 0.79 ; 0.50 1 0.79 ; 0.00 1
Reach c
Segment 1 ; 0.22! 43.501 0.327 ; 0.69 ! 0.61 0.46 07.14 ; 25.57; 0.79 1 0.50 1 0.79 ; 0.00 1
!Reacheat,r
L 3 , i , ,, , , , i
7 ) 1 , 1
-----------------------------------------------------------------------------------------------------
Seament 1 ! 0.60; 33.30! 0.296 ! 0.72 ! 0.52 1 0.39 :20.36 1 17.87; 0.79 1 0.50 ! 0.79 1 0.00 1
Reath 4; 1 1 ; 1 ; 1 ! ; 1 1
Segment 1 1 0.90! 22.501 0.260 1 0.78 ! 0.43 1 0.32 112.01 ; 10.54; 0.77 ! 0.50 1 0.79 1 0.00 !
{� 5 1 1 I 1 I 1 1 1 1. i 1 1
Reath .1 1 i 1 1 1 I , 1 1 1 I 1 1
t /
, i 1
Segment 1 1 0.301 33.301 0.287 ; 0.75 ; 0.50 ; 0.38 ;19.61 1 17.21; 0.79 1 0.50 ; 0.79 1 0.00 1
I , Reach 6 1 , 1
Reach 1 ) 1 i
Segment 1 1 0.221 16.401 0.232 0.63 1 0.38 ; 0.29 1 7.82 1 6.86; 0.48 1 0.30 1 0.48 1 0.00
Reath 7 ;
-----------------------------------------------------------------------------------------------------
1
Segment 2 ! 0.39; 16.401 0.230 1 0.84 ; 0.37 1 0.28 ; 7.74 1 6.79; 0.48 1 0.30 1 0.48 1 0.00 !
Reach 1 ; ! ; 1 ! ! ; ! ! i ; ; !
Segment 2 1 0.22! 43.50: 0.302 1 0.74 1 0.56 ! 0.43 126.96 ; 23.661 0.79 1 0.50 0.79 0.00 1
I 1 1 , 1 I
Reath 2 1 , 1 I - ,
Seament 2 ; 0.14; 33.30! 0.278 1 0.78 1 0.49 1 0.37 119.99 9 16.671 0.79 0.50 ; 0.79 ; 0.00 1
Reach 3
-----------------------------------------------------------------------------------------------------
Segment 2 ; 1.20: 41.301 0.291 ! 0.77 1 0.53 1 0.40 124.61 1 21.601 0.79 1 0.50 1 0.79 ! 0.00 1
Reach 4 1 1 ! ; 1 ; ! ! ; 1 1 ; 1
-----------------------------------------------------------------------------------------------------
' FIovj ; Ll:::0D 1 1'•.Ii=;OD 1 1'3..O ;
...F C..: ! rr•.r••I / 'I ! rile•/ / I ! inn / '1 !

0.281
:
96.000
0.000
l 5.000
Headwaters!
0.300
|
2.000
1 1.000
1 7.300
Tributary
| 0.000
|
2.000
1 1.000
| 7.300
~ * Runoff
1 0.160
|
2.000
1 1.000
} 7.300
~ Segment 1
Reach 2
Waste
1 1.612
1
27.000
1 67.500
1 5.000
Tributary
| 0.000
|
2.000
1 1.000
1 7.300
* Runoff
1 0.160
1
2.000
| 1.000
1 7.300
Segment 1
Reach 3
Waste
| 0.000
|
0.000
1 0.000
1 0.000
Tributary
1 0.000
1
2.000
1 1.000
( 7.300
* Runoff
1 0.060
|
2.000
1 1.000
1 7.300
Segment 1 Reach 4
` Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary
1 0.000
| 2.000
1
1.000
( 7.300
* Runoff
1 0.060
| 2.000
1
1.000
| 7.300
Segment 1
`
Reach 5
Waste
1 0.000
| 0.000
1
0.000
| 0.000
Tributary
1 0.000
1 2.000
1
1.000
1 7.300
* Runoff
1 0.060
1 2.000
}
1.000
1 7.300
Segment 1
Reach 6
Waste
1 0.000
1 0.000
1
0.000
1 0.000
Tributary
1 0.000
1 2.000
1
1.000
1 7.300
* Runoff
1 0.060
1 2.000
1
1.000
1 7.300
Segment 1
Reach 7
Waste
| 0.000
1 0.000
1
0.000
1 0.000
Tributary
( 0.000
< 2.000
1
1.000
1 7.300
* Runoff
| 0.060
1 2.000
|
1.000
1 7.300
Segment 2
Reach 1
Waste
1 0.000
1 0.000
1
0.000
1 0.000
Headwaters!
0.000
| 2.000
1
0.000
1 7.300
Tributary
1 0.000
| 2.000
1
1.000
1 7.300
* Runoff
| 0.120
1 2.000
(
1.000
| 7.300
Segment 2
Reach 2
Waste
1 0.000
1 0.000
1
0.000
1 0.000
Tributary
| 0.000
1 2.000
1
1.000
( 7.300
* Runoff
| 0.120
1 2.000
1
1.000
| 7.300
'
Segment 2
Reach 3
Waste
1 0.000
| 0.000
1
0.000
| 0.000
Tributary
| 0.000
1 2.000
(
1.000
( 7.300
* Runoff
1 0.120
| 2.000
1
1.000
1 7.300
Segment 2
Reach 4
Waste
1 0.000
1 0.000
1
0.000
| 0.000
Tributary
1 0.000
| 2.000
1
1.000
| 7.300
,^ p''""++
/ « 1p»
! p
»»» /
I «»«
! 5
P««

SUMMER
"
NEW POINT
WITH
NEW MODEL
ALL PROTECTED
AT
EXISTING
1 Seg
# 1 Reach #
Seg Mi i
D.O.
1 CBOD
NBOD | Flow
�
^ 1
1
0.00
6.19
47.43
0.52
0.58
1
1
0.01
6.17
47.21
0.52
0.58
1
1
0.02
6.16
46.99
0.52
0.58
1
1
0.03
6.14
46.77
0.51
0.59
1
1
0.04
6.13
46.56
0.51
0.59
1
1
0.05
6.11
46.35
0.51
0.59
1
1
0.06
6.10
46.13
0.51
0.59
1
1
0.07
6.09
45.92
0.51
0.59
1
1
0.08
6.08
45.71
0.51
0.59
1
1
0.09
6.07
45.51
0.51
0.59
1
1
0.10
6.06
45.30
0.51
0.60
1
2
0.10
5.29
31.94
49.41
2.21
1
2
0.16
5.29
31.61
48.73
2.22
1
2
0.22
5.31
31.29
48.07
2.23
1
2
0.28
5.33
30.97
47.42
2.24
1
2
0.34
5.35
30.65
46.77
2.25
1
2
0.40
5.37
30.34
46.14
2.26
1
2
0.46
5.40
30.03
45.51
2.27
1
2
0.52
5.42
29.73
44.90
2.28
1
2
0.58
5.45
29.42
44.29
2.29
1
2
0.64
5.48
29.13
43.70
2.29
1
3
0.64
5.48
29.13
43.70
2.29
1
3
0.66
5.57
29.05
43.54
2.30
1
3
0.68
5.65
28.96
43.39
2.30
1
3
0.70
5.72
28.88
43.24
2.30
1
3
0.72
5.78
28.81
43.09
2.30
1
3
0.74
5.84
28.73
42.94
2.30
1
3
0.76
5.89
28.65
42.79
2.30
1
3
0.78
5.94
28.57
42.64
2.30
1
3
0.80
5.98
28.49
42.50
2.30
1
3
0.82
6.02
28.41
42.35
2.31
1
3
0.84
6.06
' 28.33
42.20
2.31
1
3
0.86
&09
28.25
42.06
2.31
1
4
0.86
6.09
28.25
42.06
2.31
1
4
0.92
6.02
28.03
41.58
2.31
1
4
0.98
5.97
27.81
41.12
2.32
` 1
4
1.04
5.94
27.60
40.66
2.32
1
4
1.10
5.92
27.38
40.20
2.32
1
4
1.16
5.91
27.17
39.75
2.33
1
4
1.22
5.90
26.96
39.30
2.33
1
4
1.28
5.90
26.75
38.86
2.33
1
4
1.34
5.91
26.54
38.43
2.34
1
4
1.40
5.92
26.33
38.00
2.34
1
4
1.46
5.93
26.13
37.57
2.34
1
5
1.46
5.93
26.13
37.57
2.34
1
5
1.55
5.67
25.84
36.87
2.35
1
5
1.64
5.47
25.55
36.17
2.35
1
5
1.73
5.33
25.27
35.49
2.36
1
5
1.82
5.24
24.99
34.82
2.37
1
5
1.91
5.18
24.71
34.17
2.37
1
5
2.00
5.14
24.44
33.53
2.38
1
5
2.09
5.13
24.17
32.90
2.38
1
5
2.18.
5.13
23.90
32.28
2.39
1
5
2.27
5.14
23.64
31.67
2.39
1
5
2.36
5.16
23.38
31;08
2.40
1
6
2.36
5.16
23.38
31.08
2.40
1
6
2.39
5.29
23.29
30.90
2.40
1
6
2.42
5.40
23.20
30.72
2.40
i
�) As
R mi
MQ 11
uo No
0 ho

^ ^ ~ 1
6
2.51
5.69
22.93
30.19
2.41
1
6
2.54
5.76
22.84
30.02
2.41
1
6
2.57
5.83
22.75
29.84
2.41
, 1
6
2.60
5.89
22.66
29.67
2.41
1
6
2.63
5.94
22.57
29.50
2.41
1
6
2.66
5.99
22.49
29.33
2.42
~ 1
7
2.66
5.99
22.49
29.33
2.42
1'
7
2.68
5.96
22.43
29.24
2.42
1
7
2.70
5.93
22.38
29.16
2.42
1
7
2.72
5.90
22.32
29.07
2.42
1
7
2.74
5.88
22.27
28.98
2.42
1
7
2.76
5.86
22.21
28.90
2.42
1
7
2.78
5.83
22.16
28.81
2.42
1
7
2.80
5.81
22.11
28.73
2.42
1
7
2.82
5.79
22.05
28.64
2.43
1
- 7
2.84
5.77
22.00
28.55
2.43
1
7
2.86
5.76
21.95
28.47
2.43
1
7*
2.88
5.74
21.89
28.38
2.43
2
1
0.00
5.74
21.89
28.38
2.43
2
1
0.02
5.72
21.83
28.29
2.43
2
1
0. 4
5.71
21.77
28.19
2.43
2
1
0.06
5.70
21.70
28.09
2.44
2
1
0.08
5.68
21.64
27.99
2.44
2
1
0.10
5.67
21.58
27.90
2.44
2
1
0.12
5.66
21.52
27.80
2.44
2
1
0.14
5.65
21.46
27.70
2.45
2
1
0.16
5.64
21.39
27.61
2.45
2
1
0.18
5.63
21.33
27.51
2.45
2
1
0.20
5.62
21.27
27.41
2.45
2
1
0.22
5.62
21.21
27.32
2.46�
2
1
0.24
5.61
21.15
27.23
2.46
2
1
0.26
5.60
21.09
27,13
2.46
2
1
0.28
` 5.60
21.03
27.04
2.46
2
1
0.30
5.59
20.97
96.94
2.47
2
1
0.32
5.59
20.91
26.85
2.47
2
1
0.34
5.58
20.85
26.76
2.47
2
1
0.36
5.58
20.79
26.67
2.47
�
2
1
0.38
5.58
20.73
26.57
2.47
2
2
0.38
5.58
20.73
26.57
2.47
2
2
0.40
5.72
20.66
26.46
2.48
2
2
0.42
5.84
20.60
26.35
2.48
2
2
0.44
5.95
20.53
26.24
2.48
2
2
0.46
6.05
20.47
26.14
2.48
2
2
0.48
6.14
20.41
26.03
2.49
2
2
0.50
6.22
20.34
25.92
2.49
2
2
0.52
6.30
20.28
25.81
2.49
2
2
0.54
6.36
20.22
25.71
2.49
2
2
0.56
6.42
20.15
25.60
2.50
2
2
0.58
6.48
20.09
25.50
2.50
2
2
0.60
6.53
20.03
25.39
2.50
2
3
0.60
6.53
20.03
25.39
2.50
2
3
0.62
6.53
19.97
25.28
2.50
2
3
0.64
6.53
19.91
25.17
2.51
2
3
0.66
6.53
19.85
25.06
2.51
2
3
0.68
6.54
19.79
24.95
2.51
2
3
0.70
6.54
19.73
24.84
2.51
2
3
0.72
6.54
19.67
24.73
2.52
2
3
0.74
6.55
19.61
24.62
2.52
2
4
0.74
6.55
19.61
24.62
2.52
2
4
0.84
6.70
19.31
24.10
2.53
2
4
0.94
6.79
19.02
23.60
2.54
2
4
1.04
6.86
18.73
23.10
2.55
2
4
1.14
6.91
18.44
20.62
2.57
2
4
1.24
6.95
18.16
22.14
2.58
p
&
1 46
A op
is pQ
ml AM
p TQ

2
4
1.54
7.03
17.35
20.79
2.61
2
4
1.64
7.05
17.09
20.35
2.63
2
4
1.74
7.07
16.83
19.93
2.64
~ 2
4
1.84
7.09
16.58
19.52
2.65
2
4
1.94
7.11
16.33
19.11
2.66
( Seg
-
# | Reach #
1 Seg Mi 1
D.O. <
CBOD 1
NBOD 1
Flow �

WINTER
_
NEW
POINT WITH
NEW
MODEL_
ALL
PROTECTED
AT EXI'STI'NG
(�
----------
MODEL h10LiEL RESULT'S
-----------
Discharger
:
I+ADIN WWTP
Receiving
------------------------------------------------------------------------
Stream :
LITTLE: MOUNTAIN CREEK
The End
D.O.
is 9.32
mg/l.
The End
CHOD
is 30.37
mg/l.
The End
NBOD
is 34.58
mg/1.
WI...A
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste F1ov
(mg/1)
Milepoint.
Reach 4
(mg/1)
(mg/1)
(mg/1)
(mgd)
Segment
1
5.42
0.10
2
Reach
1
191.00
0.00
0.00
0.18100
Reach
2
45.O0
90.00
5.00
1.04000
Reach
3
0.00
0.00
0.00
0.00000
Reach
4
0.00
0.00
0.00
0.00000
Reach
5
0.00
0.00
0.00
0.00000
Reach
b
0.00
0.00
0.00
0.00000
Reach
7
0.00
0.00
0.00
0.00000
Segment
2
3.09
0.38
1
Reach
1
0.00
0.00
0.00
0.0000 )
Reach
2
0.00
0.00
0.00
0.00000
Reach
3
0.00
0.00
0.00
0.00000
Reach
4
0.00
0.00
0.00
0.00000

,
WINTER
NEW
POINT WITH NEW MODEL
` ALL
PROTECTED AT EXISTING
| Seg # <
Reach #
1 Seg Mi 1
D.O.
| CBOD 1
NBOD
1 Flow l
~ J.
1
0.00
5.94
69.93
0.64
0.78
1
1
0.01
6.02
69.60
0.64
0.78
1
1
0.02
6.09
69.26
0.64
0.79
1
1
0.03
6.16
68.93
0.64
0.79
1
1
0.04
6.23
68.60
0.64
0.79
1
1
0.05
6.30
68.28
0.64
0.80
1
1
0.06
6.36
67.95
0.64
0.80
1
1
0.07
6.43
67.63
0164
0.80
1
1
0.08
6.49
67.31
0.65
0.81
1
1
0.09
6.54
67.00
0.65
0.81
1
1
0.10
6.60
66.69
0.65
0.81
1
1
0.00
5.94
69.93
0.64
0.78
1
1
0.01
-5.98
69.55
0.64
0.78
1
1
0.02
6.01
69.18
0.64
0.79 '
1
1
0.03
6.04
68.80
0.64
0.79
1
1
0.04
6.07
68.43
0.64
0.79
1
1
0.05
6.10
68.07
0.64
0.80
1
1
0.06
6.13
67.70
0.64
0.80
1
1
0.07
6.16
67.34
0.64
0.80
1
1
0.08
6.19
66.98
0.65
0.81
1
1
0.09
6.22
66.63
0.65
0.81
1
1
0.10
6.25
66.27
0.65
0.81
1
2
0.10
5.42
52.12
60.08
2.42
1
2
0.16
5.90
51.56
59.42
2.44
1
2
0.22
6.30
51.01
58.78
2.46
1
2
0.28
6.64
50.47
58.14
2.48
1
2
0.34
6.92
49.94
57.52
2.50
1
2
0.4O
7.16
49.41
56.90
2.52
1
2
0.46
7.36
48.90
56.29
2.54
1
2
0.52
7.53
48.39
55.70
2.55
1
2
0.58
7.68
47.89
55.11
2.57
1
2
0.64
7.80
47.39
54.53
2.59
1
3
0.64
7.80
47.39
54.53
2.59
1
3
0.66
7.89
47.30
54.43
2.59
1
3
0.68
7.97
47.20
54.33
2.59
1
3
0.70
8.05
47.11
54.23
2.60
1
3
0.72
8.12
47.02
54.13
2.60
1
3
0.74
8.18
46.92
54.04
2.60
1
3
0.76
8.24
46.83
53.94
2.'60
1
3
0.78
8.30
46.74
53.84
2.60
1
3
0.80
8.35
46.64
53.74
2.61
1
3
0.82
8.4O
46.55
53.64
2.61
1
3
0.84
8.44
46.46
53.54
2.61
1
3
0.86
8.48
46.37
53.45
2.61
1
4
0.86
8.48
46.37
53.45
2.61
1
4
0.92
8.49
46.10
53.14
2.62'
1
4
0.98
8.49
45.84
52.83
2.62
1
4
1.04
8.50
45.58
52.53
2.63
J.
4
1.10
8.51
45.33
52.23
2.64
1
4
1.16
8.52
45.07
51.93
2.64
1
4
1.22
8.52
44.82
51.63
2.65
1
4
1.28
8.53
44.56
51.34
2.65
1
4
1.34
8.54
44.31
51.04
2.66
1
4
1.40
8.55
44.07
50.75
2.67
1
4
1.46
8.56
43.82
50.46
2.67
1
5
1.46
8.56
43.82
50.46
2.67
1
5
1.55
8.41
43.47
49.99
2.68
. 1
5
1.64
8.28
43.12
49.53
2.69
1
Q
I "m
0 10
^o No
^o :o
0 M^

"
� 1
5
1.91
8.06
42.09
48.17
2.72
1
5
2.00
8.02
41.76
47.73
2.73
1
5
2.09
7.98
41.42
47.29
2.74
1
5
2.18
7.96
41.09
46.86
2.74
1
5
2.27
7.95
40.77
46.43
2.75
1
5
2.36
7.94
40.44
46.00
2.76
1
6
2.36
7.94
40.44
46.00
2.76
1
6
2.39
8.01
40.33
45.87
2.77
1
6
2.42
8.08
40.22
45.74
2.77
1
6
2.45
8.14
40.11
45.61
2.77
1
6
2.48
8.20
40.00
45.48
2.77
1
6
2.51
8.25
39.89
45.35
2,78
1
6
2.54
8.30
39.78
45.22
2.78
1
6
2.57
8.34
39.67
45.09
2.78
1
6
2.60
8.38
39.56
44.96
2.79
1
6
2.63
8.41
39.45
44.83
2.79
1
6
2.66
8.45
39.34
44.70
2.79
1
7
2.66
8.45
39.34
44.70
2.79
1
7
2.68
8.43
39.28
44.63
2.79
1
7
2.70
8.41
39.21
44.56
2.80
1
7
2.72
V39
39.14
44.49
2.80
1
7
2.74
8.37
39.07
44.42
2.80
1
7
2.76
8.35
39.01
44.35
2.80
1
7
2.78
8.33
38.94
44.28
2.80
1
7
2.80
8.32
38.87
44.21
2.81
1
7
2.82
8.30
38.80
44.14
2.81
1
7
2.84
8.28
38.74
44.07
2.81
' 1
7
2.86
8.27
38.67
44.00
2.81
1
7
2.88
8.25
38.60
43.93
2.81
2
1
0.00
8.25
38.60
43.93
2.81
2
1
0.02
8.24
38.51
43.83
2.82
2
1
0.04
8.23
38.41
43.72
2.82
2
1
0.06
8.22
38.32
43.62
2.83
2
1
0.08
8.21
38.23
43.52
2.83
2
1
0.10
8.20
38.13
43.42
2.84
2
1
0.12
8.19
38.04
43.31
2.84
2
1
0.14
8.18
37.95
43.21
2.84
2
1
0.16
8.17
37.85
43.11
2.85
2
1
0.18
8.16
37.76
43.01
2.85
2
1
0.20
8.15
37.67
42.91
2.86
2
1
0.22
8.14
37.58
42.81
2.86
2
1
0.24
8.13
37.48
42.71
2.87
2
1
0.26
8.13
37.39
42.61
2.87
2
1
0.28
8.12
37.30
42.51
2.87
2
1
' 0.30
8.11
37.21
42.42
2.88
2
1
0.32
8.11
37.12
42.32
2.88
2
1
0.34
8.10
37.03
42.22
2.89
2
' 1
0.36
8.10
36.94
42.12
2.89
2
1
0.38
8.09
36.85
42.02
2.89
2
2
0.38
8.09
36.85
42.02
2.89
2
2
0.40
8.19
36.76
41.92
2.9
2
2
0.42
8.27
36.66
41.81
2.90
2
2
0.44
8.35
36.57
41.70
2.91
2
2
0.46
8.42
36.47
41.60
2.91
2
2
0.48
8.48
36.38
41.49
2.92
2
2
0.50
8.55
36.28
41.39
2.92
2
2
0.52
8.60
36.19
41'28
2.92
2
2
0.54
8.65
36.10
41.18
2.93
2
2
0.56
8.70
36.00
41.07
2.93
2
2
0.58
8.74
35.91
40.97
2.94
2
2
0.60
. 8.78
35.82
40.87
2.94
2
3
0.60
8.78
35.82
40.87
2.94
2
3
0.62
8.79
35.73
40.76
2.95
2
3
0.64
8.80
35.64
40.65
2.95
P
2
0'i6
R'R1
25'55
48'55
P'9--i

1 Moli 1
aO8N 1
aOU3 1
"O"a 1
TW BaS 1
0 We% 1
0 BaS
ME
BMW
LE"OE
2E"6
NUT
5
p
ONE
OOM
EWOE
TE"6
us"T
b
''.2
SVE
EN"GE
TT"TE
OE"6
NUT
5
2
ME
LGM
65"TE
82"6
59"T
f
2
WE
TEM
88"TE
L2"6
59"T
h
T-31
2T"E
9L'9E
L2"2E
92"6
551T
5
OVE
22"LE
L9"2E
22"6
NE"T
5
SO'E
89"LE
LOME
02'6
521T
5
2
WE
9T"BE
SWEE
9T"6
5T"T
5
C-2
ME
59"SE
06"EE
TT"6
50"T
5
2
TWE
EME
EEVE
00"6
96"0
f
21
66'2
29"6E
9L"bE
96"8
5810
5
&1
LVE
MOO
Oa"SE
68"B
OL"O
0
F
W2
EVON
02"OE
ES"S
NWO
E
L6"2
MON
62ME
EMS
2WO
E
2
96"2
'fir E'05
BUM
28"s
OLIO
E
23
a

WINTER
, NEW POINT WITH NEW MODEL
ALL PROTECTED AT EXISTING
� ---------- MODEL RESULTS ----------
Discharger : BADIN WWTP
Receiving Stream : LITTLE MOUNTAIN CREEK
______________________________________________________________________
The End D.O. is 9.61 mg/l.
The End CBOD is 24.34 mg/l.
The End NBOD is 9.03 mg/l. '
______________________________________________________________________
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flo*
(Mg/1)
Milepoint Reach #
(mg/l)
____
(mg/1)
____
(mg/l)
__
(mgd)
-----------
Segment
1
______
5.16
_________ _______
0.10 2
Reach
1
191.00
0.00
0.00
0.18100
Reach
2
45.00
90.00
2.00
0.18000
Reach
3
0.00
0.00
0.00
0.00000
Reach
4
0.00
0.00
0.00
0.00000
Reach
5
0.00
0.00
0.00
0.00000
Reach
6
0.00
0.00
0.00
0.00000
Reach
7
0.00
0.00
0.00
0.00000
Segment
2
8.35
0.38 1
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
0.00
0.00
0.00
0.00000

WINTER
NEW POINT
WITH NEW MODEL
,
ALL PROTECTED
AT EXISTING
� Seg # <
Reach # 1
Seg Mi <
D.O. 1
CBOD 1
NBOD | Flow
i
' J.
1
0.00
5.94
69.93
0.64
0.78
1
1
0.01
6.02
69.60
0.64
0.78
1
1
0.02
6.09
69.26
0.64
0.79
1
1
0.03
6,16
68.93
0.64
0.79
1
1
0.04
6.23
68.60
0.64
0.79
1
1
(}.05
6.30
68.28
0.64
0.80
1
1
0.06
6.36
67.95
0.64
0.80
1
1
0.07
6.43
67.63
0.64
0.80
1
1
0.08
6.49
67.31
0.65
0.81
1
1
0.09
6.54
67.00
O.65
0.81
1
1
0.10
6.60
66.69
0.65
0.81
1
1
0.00
5.94
69.93
0.64
0.78
1
1
0.01
5.98
69.55
0.64
0^78
1
1
0.02
6.01
69.18
0.64
0.79
1
1
0^03
6.04
68.80
0.64
0.79
1
1
0.04
6.07
68.43
0.64
0,79
1
1
0.05
6.10
68.07
0.64
0.80
1
1
0.06
6.13
67.70
0.64
0.80
1
1
0.07
6.16
67.34
0.64
0.80
1
1
0.08
6.19
66.98
0.65
0.81
1
1
0.09
6.22
66.63
0.65
0.81
1
1
0.10
6.25,
66.27
0.65
0.81
1
2
0.10
5.16
60.83
23.51
1.09 .
1
2
0.16
5.67
59.55
22.99
1.11
1
2
0.22
6.10
58.32
22.49
1.13
1
2
0.28
6.46
57.12
22.00
1.15
1
2
0.34
6.76
55.97
21.53
1,16
1
2
0.40
7.02
54.85
21,08
1.18
1
2
0.46
7.23
53.76
20.64
1.20
1
2
0.52
7.42
52.72
20.22
1.22
1
2
0.58
7.58
51.70
19.81
1.24
1
2
0.64
7.71
50.72
19.41
1.26 '
J.
2
0.10
5.16
60.83
23.51
1.09
1
2
0.16
5.51
59.38
22.99
1.11
1
2
0.22
5.81
57.97
22.49
1.13
1
2
0.28
6.07
56.62
22.00
1.15
1
2
0.34
6.30
55.31
21.53
1.16
1
2
0.40
6.49
54.04
21.08
1.18
1
2
0.46
6.66
52.82,
20.64
1.20
1
2
0.52
6.81
51.64
20.22
1.22
1
2
0.58
6.95
50.50
19.81
1.24
1
2
0.64
7.07
49.39
19.41'
1.26
1
3
0.64
7.07
49.39
19.41
1.26
1
3
0.66
7.22
49.23
19.35
1.26
1
3
0.68
7.36
49.07
19.28
1.26
1
3
0.70
7.4G
48.92
/9.22
1.26
1
3
0.72
7.60
48.76
19.16
1.27
1
3
0.74
7.71
48.60
19.09
1.27
1
3
0.76
7.81
48.45
19.03
1.27
1
' 3
0.78
7.90
48.29
18.96
1.27
1
3
0.80
7.98
48.14
18.90
1.27
1
3
0.82
8.06
47.98
18.84
1.28
1
3
0.84
8.13
47.83
18.78
1.28
1
3
0.86
8.20
47.68
18.71
1.28
1
4
0.86
8.20
47.68
18.71
k.28
1
4
0.92
8.27
47.24
18.52
1.29
1
4
0.98
8.32
46.80
18.33
1.29
1
4
1.04
8.37
46.37
18.14
1.30
. .
1
4
1'10
8'42
45'94
17.95
1.30

4
1.22
8.49
45.11
17.59
1.32
1
4
1.28
8.52
44.69
17.41
1.32
1
4
1.34
8.55
44.29
17.23
1.33
1
4
1.40
8.57
43.88
17.06
1.33
� 1
4
1.46
8.60
43.49
16.88
1.34
1
5
1.46
8.60
43.49
16.88
1.34
` 1
5
1.55
8.48
42.91
16.61
1.35
1
5
1.64
8.40
42.35
16.35
1.36
1
5
1.73
8.33
41.79
16.08
1.37
1
5
1.82
8.28
41.24
15.83
1.38
1
5
1.91
8.25
40.70
15.57
1.38
1
5
2.00
8.23
40.17
15.33
1.39
1
5
2.09
8.21
39.65
15.08
1.40
1
5
2.18
8.21
39.14
14.84
1.41
1
5
2.27
8.21
38.64
14.61
1.42
1
5
2.36
8.22
38.14
14.38
1.43
1
6
2.36
8.22
38.14
14.38
1.43
1
6
2.39
8.29
37.98
14.31
1.43
1
6
2.42
8.35
37.81
14.24
1.44
1
6
2.45
8.41
37.65
14.17
1.44
4
6
2.48
8.46
37.49
14.10
1.44
1
6
2.51
8.51
37.32
14.03
1.44 '
1
6
2.54
8.55
37.16
13.97
1.45
1
6
2.57
8.59
37.00
13.90
1.45
1
6
2.60
8.63
36.84
13.83
1.45
1
6
2.63
8.66
36.69
13.76
1.46
1
6
2.66
8.70
36.53
13.70
1.46
1
7
2.66
8.70
36.53
13.70
1.46
1
7
2.68
8.67
36.43
13.66
1.46
1
7
2.70
8.65
36.32
13.62
1.46
1
7
2.72
8.63
36.22
13.59
1.47
1
7
2.74
8.61
36.12
13.55
1.47
1
7
2.76
8.59
36.02
13.51
1.47
1
7
2.78
8.57
35.92
WAS
1.47
1
7
2.80
8.55
35.82
13.44
1.47
1
7
2.82
8.54
35.72
13;40
1.48
1
7
2.84
8.52
35.62
13.37
1.48
1
7
2.86
8.50
35.52
13.33
1.48
1
7
2.88
8.49
35.42
13.29
1.48
2
1
0.00
8.49
35.42
13.29
1.48
2
1
0.02
8.48
35.27
13.24
1.49
2
1
0.04
8.47
35.12
13.19
1.49
2
1
0.06
8.45
34.98
13.13
1.49
2
1
0.08
8.44
34.83
13.08
1.50
2
1
0.10
8.43
34.69
13.03
1.50
2
1
0.12
8.43
34.54
12.98
1.51
2
1
0.14
8.42
34.40
12.92
1.51
2
1
0.16
8.41
34.26
12.87
1.52 .
2
1
0.18
8.40
34.12
12.82
1.52
2
1
0.20
8.39
33.98
12.77
1.52
2
1
0.22
8.39
33.84
12.72
1.53
2
1
0.24
8.38
33.70
12.67
1.53
2
1
0.26
8.38
33.56
12.62
I.M.
2
1
0.28
8.37
33.43
12.57
1.54
2
1
0.30
8.37
33.29
12.52
1.54 `
2
1
0.32
8.36
33.16
12.47
1.55
2
1
0.34
8.36
33.02
12.42
1.55
2
1
0.36
8.36
32.89
12.37
1.56
2
1
0.38
8.35
32.76
12.33
1.56
2
2
0.38
8.35
32.76
12.33
1.56
2
2
0.40
8.44
32.62
12.27
1.57
2
2
0.42
8.52
32.49
12.22
1.57
2
2
0.44
8.60
32.35
12.17
1.57
2
2
0.46
8.67
32.22
12.12
1.58
P
P
o 4A
q 7A
nP'o9
1P 07
1'5R

2
2
O.52
8.85
31.83
11.97
1.59
2
2
0.54
8.90
31.70
11.92
1.60
2
2
0.56
8.94
31.57
11.87
1.60
2
2
0^58
8.99
31.45
11.82
1.60
~
2
2
0.60
9.02
31.32
11.77
1.61
2
3
0.60
9.02
31.32
11.77
1.61
, 2
3
0.62
9.04
31.20
11.72
1.61
2
3
0.64
9.05
31.07
11.67
1.62
2
3
0.66
9.06
30.95
11.62
1.62
2
3
0.68
9.07
30.83
11.57
1.62
2
3
0.70
9.08
30.71
11.52
1.63
2
3
0.72
9.09
30.59
11.47
1.63
2
3
0.74
9.10
30.47
11.42
1.64
2
� 4
0.74
9.10
30.47
11.42
1.64
2
' 4
0.84
9.23
29.88
11.19
1.66
2
4
0.94
9.32
29.30
10.96
1.68
2
4
1.04
9.39
28.75
10.74
1.70
� 2
4
1.14
9.43
28.20
10.53
1.72
2
4
1.24
9.47
27.68
10.33
1.74
2
4
1.34
9.50
27.16
10.12
1.76
2
4
1.44
9.52
26.66
9.93
1.78
2
4
1.54
9.54
26.17
9.74
1.81
2
4
1.64
9.56
25.70
9.55
1.83
2
4
1.74
9.58
25.24
9.37
1.85
2
4
1.84
9.59
24.78
9.20
1.87
2
4
1.94
9.61
24.34
9.03
1.89
| Seg
# 1 Reach #
1 Seg Mi 1
D.O.
CBOD
1 NBOD
1 Flow �

WINTER G /,0� aj1�Lr
NEW F'OINT WITH NEW MODEL
ALL PROTECTED AT EXISTING
MODEL RESULTS
Discharger
:
BADIN WWTP
Receiving Stream :
LITTLE MOUNTAIN CREEK
The End
D.O.
is 9.32
mg/l.
The End
CBOD
is 30.37
mg/l.
The End
---------------
NBOD
is 34.58
mg/l.
WLA
WL.A
WLA
DO Min
CBOD
NBOD
DO
Waste Flog
(mg/1)
Milepoint Reach #
(mg/1)
(mg/1)
(mg/1)
Vmgd)
Segment
1
4.75
0.10 2
Reach
1
191.00
0.00
0.00
0.18100
Reach
2
45.00
90.00
4.00
1.04000
Reach
3
0.O0
0.00
0.00
0.00000
Reach
4
0.00
0.00
0.00
0.00000
Reach
5
0.00
0.00
0.00
0.00000
Reach
b
0.00
0.00
0.00
0.00000
Reach
7
0.00
0.00
0.00
0.00000
Segment
2
8.09
0.38 1
Reach
1
0.00
0.00
0.00
0.00000
Reach
2
0.00
0.00
0.00
O.00000
Reach
3
0.00
0.00
0.00
0.00000
Reach
4
0.00
0.00
0.00
0.00000

WINTER
NEW POINT
WITH NEW MODEL
^
ALL PROTECTED
AT EXISTING
1 Seg # 1
Reach # 1
Seg Mi }
D.O. |
CBOD
1 NBOD
| Flow |
_ 1
1
0.00
5.94
69.93
0.64
0.78
1
1
0.01
6.02
69.60
0.64
0.78
1
1
0.02
6.09
69.26
0.64
0.79
1
1
0.03
6.16
68.93
0.64
0.79
1
1
0.04
6.23
68.60
0.64
0.79
1
1
0.05
6.30
68.28
0.64
0.80
1
1
0.06
6.36
67.95
0.64
0.80
1
1
0.07
6.43
67.63
0.64
0.80
1
1
0.08
6.49
67.31
0.65
0.81
1
1
0.09
6.54
67.00
0.65
0.81
1
1
0.10
6.60
66.69
0.65
0.81
1
1
0.00
5.94
69.93
0.64
0.78
1
1
0.01
5.98
69.55
0.64
0.78
1
1
0.02
6.01
69.18
0.64
0.79
1
1
0.03
6.04
68.80
0.64
0.79
1
1
0.04
6.07
68.43
0.64
0.79 '
1
1
0.05
6.10
68.07
0.64
0.80
1
1
0.06
6.13
67.70
0.64
0.80
1
1
0.07
6.16
67.34
0.64
0.80
1
1
0.08
6.19
66.98
0.65
0.81
1
1
0.09
6.22
66.63
0.65
0.81
1
1
0.10
6.25
66.27
0.65
0.81
1
2
0.10
4.75
52.12
60.08
2.42
1
2
0.16
5.35
51.56
59.42
2.44
1
2
0.22
5.85
51.01
58.78
2.46
1
2
0.28
6.26
50.47
58.14
2.48
1
2
0.34
6.61
49.94
57.52
2.50
1
2
0.40
1.90
49.41
56.90
2.52
1
2
0.46
7.15
48.90
56.29
2.54
1
2
0.52
7.35
48.39
55.70
2.55
1
2
0.58
7.53
47.89
55.11
2.57
1
2
0.64
7.68
47.39
54.53
2.59
1
3
0.64
7.68
47.39
54.53
2.59
1
3
0.66
7.78
47.30
54.43
2.59
1
3
0.68
7.87
47.20
54.33
2.59
1
3
0.70
7.95
47.11
54.23
2.60
1
3
0.72
8.03
47.02
54.13
2.60
1
3
0.74
8.10
46.92
54.04
2.60
1
3
0.76
8.17
46.83
53.94
2.60
1
3
0.78
8.23
46.74
53.84
2.60
1
3
0.80
8.29
46.64
. 53.74
2.61
1
3
0.82
8.34
46�.55
53.64
2.61
1
3
0.84
8.39
46.46
53.54
2.61
1
3
0.86
8.43
46.37
53.45
2.61
1
4
0.86
8.43
46.37
53.45
2.61
1
4
0.92
8.45
46.10
53.14
2.62
1
4
0.98
8.46
45.84
52.83
2.62
1
4
1.04
8.47
45.58
52.53
2.63
1
4
1.10
8.49
45.33
52'23
2.64
1
4
1.16
8.50
45.07
51.93
2.64
1
4
1.21
8.51
44.82
51.63
2.65
1
4
1.28
8.52
44.56
51.34
2.65
1
4
1.34
8.53
44.31
51.04
2.66
1
4
1.40
8.54
44.07
50.75
2.67
1
4
1.46
8.55
43.82
50.46
2.67
1
5
1.46
8.55
43.82
50.46
2.67
1
5
1.55
8.40
43.47
49.99
2.68
1
5
1.64
8.28
43.12
49.53
2.69
,
�
.1 "o
0 10
^o "I
^o x"
o 0x

-
^^. 1
-
5
- --
1.91
- --
8.06
- -
42.09
- --
48.17
- -
2.72
1
5
2.00
8.01
41.76
47.73
2.73
1
5
2.09
7.98
41.42
47.29
2.74
1
5
2.18
7.96'
41.09
46.86
2.74
" 1
5
2.27
7.95
40.77
46.43
2.75
1
5
2.36
7.94
40.44
46.00
2.76
_ 1
6
2.36
7.94
40.44
46.00
2.76
1
6
2.39
8.01
40.33
45.87
2.77,
1
6
2.42
8.08
40.22
45.74
2.77
1
6
2.45
8.14
40.11
45.61
2.77
1
6
2.48
8.20
40.00
45.48
2.77
1
6
2.51
8.25
39.89
45.35
2.78
1
6
2.54
8.30
39.78
45.22
2.78
1
6
2.57
8.34
39.67
45.09
2.78
1
6
2.60
8.38
39.56
44.96
2.79
1
6
2.63
8.41
39.45
44.83
2.79
1
6
2.66
8.45
39.34
44.70
2.79
1
7
2.66
8.45
39.34
44.70
2.79
1
7
2.68
8.43
39.28
44.63
2.79
1
7
2.70
8.41
39.21
44.56
2.80
1
7
2.72
8.39
39.14
44.49
2.80
1
7
2.74
8.37
39.07
44.42
2.80
1
7
2.76
8.35
39.01
44.35
2.80
1
7
2.78
8.33
38.94
44.28
2.80
1
7
2.80
8.31
38.87
44.21
2.81
1
7
2.82
8.30
38.80
44.14
2.81
1
7
2.84
8.28
38.74
44.07
2.81
1
7
2.86
8.27
38.67
44.00
2.81
1
7
2.88
8.25
38.60
43.93
2.81
2
1
0.00
8.25
38.60
43.93
2.81
2
1
0.02
8.24
38.51
43.83
2.82
2
1
0.04
8.23
38.41
43.72
2.82
2
1
0.06
8.22
38.32
43.62
2.83
2
1
0.08
8.21
38.23
43.52
2.83
2
1
0.10
8.20
38.13
43.42
2.84
2
1
0.12
8.19
38.04
43.31
2.84
2
1
0.14
8.18
37.95
43.21
2.84
2
1
0.16
8.17
37.85
43.11
2.85
2
1
0.18
8.16
37.76
43.01
2.85
2
1
0.20
8.15
37.67
42.91
2.86
2
1
0.22
8.14
37.58
42.81
2.86
2
1
0.24
8.13
37.48
42.71
2.87
2
1
0.26
8.13
37.39
42.61
2.87
9
1
0.28
8.12
37.30
42.51
2.87
2
1
0.30
8.11
37.21
42.42
2.88
2
1
0.32
8.11
37.12
42.32
2.88
2
1
0.34
8.10
37.03
42.22
2.89
2
1
0.36
8.10
36.94
42.12
2.89
2
1
0.38
8.09
36.85
42.02
2.89
2
2
0.38
8.09
36.85
42.02
2.89,
2
2
0.40
8.19
36.76
41.92
2.90
2
2
0.42
8.27
36.66
41.81
2.90
2
2
0.44
8.35
36.57
41.70
2.91
2
2
0.46
8.42
36.47
41.60
2.91
2
2
0.48
8.48
36.38
41.49
2.92
2
2
0.50
8.55
36.28
41.39
2.92
2
2
0.52
8.60
36.19
41.28
2.92
2
2
0.54
8.65
36.10
41.18
2.93
2
2
0.56
8.70
36.00
41.07
2.93
2
2
0.58
8.74
35.91
40.97
2.94
P
2
0.60
8.78
35.82
40.87
2.94
2
3
0.60
8.78
35.82
40.87
2.94
2
3
0.62
8.79
35.73
40.76
2.95
2
3
0.64
8.80
35.64
40.65
2.95
P
n
o AA
R ni
nsss
4054
P 9��

0.70
2
3
0.72
2
3
0.74
2
4
0.74
^ 2
4
0.84
2
4
0.94
_ 2
4
1.04
2
4
1.14
2
4
1.24
2
4
1.34
2
4
1.44
2
4
1.54
2
4
1.64
2
4
1.74
2
4
1.84
2
4
1.94
| Seg # 1
Reach #
1 Seg Mi
8.82
35.38
40.34
2.96
8.83
35.29
40.23
2.97
8.83
35.20
40.13
2.97
8.83
35.20
40.13
2.97
8.96
34.76
39.62
2.99
9.05
34.33
39.13
3.01
9.11
33.90
38.64
3.03
9.16
33.48
38.16
3.05
9.20
33.07
37.68
3.08
9.22
32.67
37.22
3.10
9.25
32.27
36.76
3.12
9.27
31.88
36.31
3.14
9.28
31.49
35.87
3.16
9.30
31.11
35.43
3.18
9.31
30.73
35.00
3.20
9.32
30.37
34.58
3.22
| D.O. 1
CBOD
1 NBOD
1 Flow i

WINTER @
NEW POINT WITH NEW MODEL.
ALL PROTECTED AT EXISTING
MODEL RESULTS
Discharger
:
HADIN WWTP
Receiving Stream :
----------------------------------------------------------------------
LITTLE MOUNTAIN CREEK
The End
D.O.
is 9.61
mg/l.
The End
CBOD
is 24.34
mg/l.
The End
--------------------------------------------------------------------------------------
NBOD
is 9.03
mg/l.
WLA
WLA
WL.A
DO Min
CBOD
NHOD
DO
Waste Floes
(mg/1)
Milepoint Reach #
(mg/1)
(mg/1)
(mg/1)
(mgd)
Segment
1
4.65
0.10 2
Reach
1
191.00
0.00
0.00
0.18100
Reach
2
45.00
90.00
0.00
0.18000
Reach
3
0.00
0.00
0.00
0.00000
Reach
4
0.00
0.00
0.00
0.00000
Reach
5
0.00
0.00
0.00
0.00000
Reach
6
0.00
0.00
0.00
0.00000
Reach
7
0.00
0.00
0.00
0.00000
Segment
2
8.35
0.38 1
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
0.00
0.00
0.00
0.00000
a V)

WINTER
NEW POINT
WITH NEW MODEL
ALL PROTECTED
AT EXISTING
SE:g #
Reach # 1
Seg Mi
D.O. 1
CBOD
NBOD 1
Flow l
1
1
0.00
5.94
69.93
0.64
0.78
1
1
0.01
6.02
69.60
0.64
0.78
1
1
0.02
6.09
69.26
0.64
0.79
1
1.
0.03
6.16
68.93
0.64
0.79
1
1
0.04
6.23
6B.60
0.64
0.79
1.
1
0.05
6.30
63.28
0.64
0.30
1
1
0.06
6.36
67.95
0.64
n . BO
;.
1
0.07
6.43
67.63
0.64
C>.SO
1.
1
0.08
6.49
67.31
0.65
0.81
1
1.
0.09
6.54
67.00
0.65
0.81
1
1
0.10
6.60
66.69
0.65
0.81
i
1
0.00
5.94
69.93
0.64
0.78
1
1
0.01
5.98
69.55
0.64
0.78
1.
1
0.02
6.01
69.18
0.64
0.79
1
1
0.03
6.04
68.80
0.64
0.79
1.
1
0.04
6.07
6B.43
0.64
0.79
1
1
0.05
6.10
68.07
0.64
0.80
1.
1
0.06
6.1.3
67.70
0.64
0.80
1
1
0.07
6.16
67.34
0.64
0.80
I
1
0.08
6.1.9
66.98
0.65
0.81
1
1
0.09
6.22
66.63
0.65
0.81
1
1
0.10
6.25
66.27
0.65
0.B1.
1
2
C> 10
60.83
23.51
1.09
1
2
0.16
5.25
59.55
22.99
1.11
1
2
0.22
5.76
58.32
22.49
1.13
1
2
0.28
6.18
57.12
22.00
1.15
1
2
0.34
6.53
55.97
21.53
1.16
1
2
0.40
6.83
54.B5
21.06
1.18
1
2
0.46
7.08
53.76
20.64
1.20
1.
2
0.52
7.29
52.72
20.22
1.22
1
2
0.58
7.47
51.70
19.81
1.24
1
2
0.64
7.63
50.72
19.41
1.26
1.
2
C) 0
60.83
23.51
1.09
1
2
t.i6
5.09
59.38
22.99
1.11
1
2
0.22
5.47
57.97
22.49
1.13
i
2
0.28
5.79
56.62
22.00
1.1.5
1
2
0.34
6.06
55.31
21.53
1.16
1
2
0.40
6.30
54.04
21.08
1.18
1
2
0.46
6.51
52.B2
20.64
1.20
1
2
0.52
6.63
51.64
20.22
1.22
1
2
0.58
6.84
5o.50
19.81
1.24
1.
2
0.64
6.98
49.39
19.41
1.26
1
3
0.64
6.98
49.39
19.41
1.26
1.
3
0.66
7.14
49.23
19.35
1.26
1.
3
0.63
7.28
49.07
19.28
1.26
1
3
0.70
7.42
48.92
19.22
1.26
1
3
0.72
7.54
4B.76
19.16
1.27
1
3
0.74
7.65
48.60
19.09
1.27
1
3
0.76
7.76
48.45
19.03
1.27
1.
3
0.78
7.85
43.29
18.96
1.27
1.
3
0.80
7.94
48.14
18.90
1.27
1.
:3
0.82
8.02
47.98
18.84
1.28
1
3
0.84
8.10
47.83
18.78
1.28
1
3
0.36
8.17
47.68
18.71
1.28
L
4
0.86
8.17
47.68
18.71
1.28
1.
4
0.92
8.24
47.24
18.52
1.29
1
4
0.98
8.30
46.80
18.33
1.29
1
4
1.04
8.35
46.37
18.14
1.30

o
1.22
8.48
45.11
17^59
1.32
1
4
1.28
8.51
44.69
17^41
1.32
1
4
1.34
8"54
44.29
17^23
1.33
1
4
1.40
8"57
43.88
17"06
1.33
1
4
1.46
8"59
43.49
16.88
1^34
1
5
1.46
8"59
43,49
16.88
1^34
1
5
1.55
8.48
42"91
16.61
1.35
1
5
1"64
8"39
42.35
16.35
1"36
1
5
1.73
8.33
41.79
16.08
1,37
1
5
1"82
8,28
41,24
15^83
1"38
1
5
1,91
8.25
40,70
15.57
1.38
1
5
2"00
8^23
40.17
15,33
1,39
1
5
2"09
8.21
39.65
15.08
1"40
1
5
2^18
8.21
39^14
14,84
1,41
1
5
2"27
8.21
38.64
14.61
1"42
1
5
2.36
8.22
38^14
14"38
1^43
1
6
2.36
8.22
38^14
14.38
1"43
1
6
2"39
8.29
37.98
14,31
1,43
1
6
2.42
8.35
37.81
14.24
1"44
1
6
2.45
8.41
37.65
14"17
1,44
1
6
2"48
8.46
37.49
14"10
1^44
1
6
2"51
8,51
37°32
14.03
1"44
1
6
2.54
8.55
37^16
13"97
1.45
1
6
2,57
8.59
37"00
13"90
1"45
1
6
2"60
8.63
36°64
13,83
1"45
1
6
2.63
8"66
36.69
13.76
1^46
1
6
2"66
8.70
36^53
13^70
1.46
1
7
2,66
8.70
36.53
13.70
1.46
1
7
2.68
8.67
36"43
13.66
1.46
1
7
2,70
8.65
36.32
13^62
1.46
1
7
2.72
8.63
36"22
13.59
1.47
1
7
2.74
8.61
36.12
13.55
1"47
1
7
2"76
8"59
36,02
13^51
1^47
1
7
2"78
8"57
35"92
13,48
1.47
*
1
7
2.80
8^55
35^82
13"44
1.47
1
7
2.82
8.54
35"72
13.40
1.48
1
7
2^84
8"52
35.62
13^37
1.48
1
7
2"86
8^50
35.52
13"33
1"48
1
7
2,88
8"49
35"42
13"29
1"48
2
1
0.00
8.49
35,42
13"29
1,48
2
1
0"02
8.48
35.27
13.24
1.49
2
1
0"04
8,47
35,12
13"19
1.49
2
1
0"06
8"45
34"98
13"13
1"49
2
1
0^08
8.44
34"83
13,08
1,50
2
1
0"10
8.43
34.69
13^03
1.50
P
1
0.12
8.43
34.54
12.98
1.51
2
1
0.14
8.42
34.40
12.92
1.51
2
1
0.16
8^41
34^26
12^87
1,52
2
1
0"18
8.40
34"12
12^82
1.52
2
1
0.20
8^39
33^98
12.77
1"52
2
1
0.22
8.39
33"84
12,72
1.53
2
1
0.24
8.38
33,70
12,67
1^53
2
1
0.26
8"38
33"56
12^62
1.54
2
1
0"28
8,37
33"43
12.57
1.54
2
1
0^30
8.37
33^29
12^52
1"54
2
1
0^32
8.36
33^16
12.47
1.55
2
1
0.34
8.36
33.02
12.42
1.55
2
1
0^36
8"36
32^89
12.37
1"56
2
1
0^38
8^35
32.76
12"33
1.56
2
2
0.38
8"35
32.76
12.33
1^56
2
2
0,40
8^44
32"62
12^27
1"57
2
2
0"42
8^52
32^49
12.22
1.57
2
2
0.44
8.60
32.35
12"17
1,57
2
2
0"46
8"67
32"22
12~12
1"53
P
P
0 4n
n 77
nP oo
ip o7
I Tn

2
2
0.52
8.85
31.83
11.97
1.59
2
2
0.54
8.90
31.70
11.92
1.60
2
2
0.56
8.94
31.57
11.87
1.60
2
2
0.58
8.99
31.45
11.82
1.60
u 2
2
0.60
9.02
31.32
11.77
1.61
' 2
3
0.60
9.02
31.32
11.77
1.61
2
3
0.62'
9.04
31.20
11.72
1.61
~ 2
3
0.64
9.05
31.07
11.67
1.62
2
3
0.66
9.06
30.95
11.62
1.62
2
3
0.68
9.07
30.83
11.57
1.62
2
3
0.70
9.08
30.71
11.52
1.63
2
3
0.72
9.09
30.59
11.47
1.63
2
3
0.74
9.10
30.47
11.42
1.64
2
0.74
9.10
30.47
11.42
1.64
2
4
0.84
9.23
29.88
11.19
1.66
2
4
0.94
9.32
29.30
10.96
1.68
2
4
1.04
9.39
28.75
10.74
1.70
2
4
1.14
9.43
28.20
10.53
1.72
2
4
1.24
9.47
27.68
10.33
1.74
2
4
1.34
9.50
27.16
10.12
1.76
2
4
1.44
9.52
26.66
9.93
1.78
2
4
1.54
9.54
26.17
9.74
1.81
2
4
1.64
9.56
25.70
9.55
1.83
2
4
1.74
9.58
25.24
9.37
1.85
2
4
1.84
9.59
24.78
9.20
1.87
2
4
1.94
9.61
24.34
9.03
1.89
| Seg #
| Reach # 1
Seg Mi 1
D.O.
1 CBOD
1 NBOD 1
Flow �

1
KP-O
03-0 1- Q
WIBISENGINEERS
July 27, 1987
Mr. J. Trevor Clements
Division of Environmental
P. O. Box 27687
Raleigh, North Carolina
��
'rn `may
.
Management
27611-7687
Subject: Proposed Wastewater Discharge
Badin District, Stanly County
Dear Mr. Clements:
1924.001 (34)
Earlier this month I spoke with you and Ms. Carla Sanderson concerning
discharge limits that would be required of the Greater Badin Water and
Sewer District for the new treatment plant they intend to build replacing
their two existing facilities. Your staff had been evaluating such limits
based on requests from Ms. Stephanie Richardson for "flows of .180,000
gpd and 1.04 MGD".
These discharge flows are appropriate for the two alternatives for which
implementation may be possible. There appears to be, however, some
confusion as to the point of discharge that would be applicable for. either.
Initial investigations l.understand involve discharge to "Honey Creek", and
subsequently discharge limits were computed based on a point where Honey
Creek joins Little Mountain Creek.
The actual point of discharge for which the Badin facilities have been
designed and properties procured is about 0.55 miles upstream from that
point of confluence, and directly into Little Mountain Creek about 1,250
feet downstream from where it crosses beneath NC 740. The attached
sketch and table indicate the locations of the various discharges in the
area.
Could you please forward to us at your
recomputed discharge limits applicable to
point directly into Little Mountain Creek
please let me know.
Yours very truly,
WILLISENGEINC. A. Willis, P.E.
Attachment
cc w/attachment:
earliest convenience the
the flows indicated above at this
_ If you have any questions,
Mr. Ronald L. McMillian
Ms. Stephanie Richardson
Mr. John M. Link
Mr. John J. Goins
6525 Morrison Boulevard
Charlotte, North Carolina 28211
704/365-2325

WIIIIMENGINEERS
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