NC0029611_Wasteload Allocation_19911002

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0029611
PERMITTEE NAME: Yadkin County Board of Education
FACILITY NAME: East Bend Elementary School
Facility Status: Existing
Permit Status:
Major
,910624004 11Ao E(CAT 10.1J
Minor \'
Pipe No.: 001
Design Capacity: 0.005 MGD — L
Domestic (% of Flow): 100 %
Industrial (% of Flow):
•
Comments:
WLA for three alternate points. Relocation of discharge point.
Qacr-Pltonl of -1)I5C,4( 124To St --
RECEIVING STREAM: an unnamed tributary to Logan Creek
Class: C
Sub -Basin: 03-07-02
Reference USGS Quad: C16NE
County: Yadkin
Regional Office: Winston-Salem Regional Office
(please attach)
Previous Exp. Date: 1/31/92 Treatment Plant Class: 1
Classification changes within three miles:
No change within three miles.
Requested by: Mack Wiggins
Prepared by: ,L thaw,'
Reviewed by:
'506 12.E t35
to614EL
Date:
Date: `t /2-0
Date: 5f0/c) ') l
6/18/91
/0
,2 91
Modeler
Date Rec.
#
Sat)
4l7.4lal
43061
Drainage Area (mil ) 3, 02
(A)
Avg. Streamflow (cfs): 3. 1
7Q10 (cfs) 0. (7 Winter 7Q10 (cfs) 0. (09 30Q2 (cfs) D. S6
Toxicity Limits: IWC % Acute/Chronic
lnstream Monitoring:
Parameters -D• a) F L CoaP M, TC-w1P., c.onlI'ucTiviry
Upstream Location AT t.tn4)-r ►oo' uP
Downstream y Location Ai I. 3Do' vo Mu nJ
Effluent
Characteristics
Summer
Winter
BOD3 (mg/1)
3 v
- p
NH3-N (mg/1)A T.
v
1 8
D.O. (mg/1)
TSS (mg/1)
-'j0
3u
F. Col. (/100 m1)
20o
20 c;
pH (SU)
6 _
PLOT1ED
ED
Comments: $cuom_ is C gr-CNTl-4 7960I/2024044 f� Rio Fto SrceR
i t-115 IS 1♦ (IEt.o,cq ri onl fo RiAdi 4 Swum.
i%RciLiDj S4vu&D be AWAR€7,RrCi4L.Da c Lima il+tiv FIfjic -(v
IN Ttie FcG(,t ' •
be MET-

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
E. Bend Elementary School
NC0029611
Domestic - 100%
Existing
Modification -relocation
UT Logan Creek
C
030702
Yadkin
WSRO
M. Wiggins
6/18/91
C16NE
Request # 6309
B.G. Dept. NRCD
SEP 1 7
Winston-SFtl.tITI
Regional Office
Stream Characteristic:
USGS # Est PROP #4
Date:
Drainage Area (mi2): 3.02
Summer 7Q10 (cfs): 0.17
Winter 7Q10 (cfs): 0.69
Average Flow (cfs): 3.1
30Q2 (cfs): 0.86
IWC (%):
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility discharges to stream with 7Q10 and 30Q2 = 0. Three proposed relocation sites were
modelled and submitted 8/91. The consultant and school wanted to look at a site (#4). Site #4 has
a larger drainage area so that the school would receive a less stringent ammonia limit. Upon
Divisional approval the school will probably choose this site. Facility is currently under an SOC.
ULD 11.cl W62-E THAT f1 ,;,lLo(2(6-1E UM'T May 1.1,4VE To ee M IN r4 ur E.
NOTE: Consultant requested decrease in permitted flow from 0.010 MGD to 0.005 MGD.
Region and P&E should comment on the feasiblility of this request.
Special Schedule Requirements and additional comments from Reviewers:
Recommended by:
Reviewed by
Instream Assessment:
Regional Supervisor: /n�..
Permits & Engineering:, AZ1.te,��u V tc t
agg,
42,
Date:
Date: 9I2/4
Date: f =2 Yi (
Date: g!/` /
RETURN TO TECHNICAL SERVICES BY: 01 J 11 ) i

Existing Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
Recommended Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
Residual Chlorine (11g/1):
Limits Changes Due To:
CONVENTIONAL PARAMETERS
Cexr.54-ir9 Coca,-Ae-y,
Monthly Average
Summer
New regulations/standards
New model
Winter
0.010 0.010
16 30
13 nol
6 6
30 30
1000 1000
6-9 6-9
onthly Average
Summer
0.005
30
18
30
200
6-9
Winter
0.005
30
nol
30
200
6-9
Daily max
WQ
Parameter(s) Affected
Fecal coliform
NH3-N, BOD5
500sr/N3}I, 00
INSTREAM MONITORING REQUIREMENTS
Upstream Location: at least 100 ft upstream
Downstream Location: at least 300 ft downstream
Parameters: DO, Fecal coliform, temperature, conductivity
Special instream monitoring locations or monitoring frequencies:
Facility must perform downstream monitoring even if it is 100% effluent

2
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
X Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
OR
No parameters are water quality limited, but this discharge may affect future allocations.
Adequacy of Existing Treatment (For Region to input)
Has the facility deonstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes ✓✓ No
If no, which parameters cannot be met?
Would a "phasing in" of the new limits be appropriate? Yes No `./
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
If no, why not?
Lipfdlit AN
C-
c lA/d ,de r„1-
Special Instructions or Conditions
Wasteload sent to EPA? (Major) _N (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? _Y _ (Y or N) If yes, explain with attachments.
Map of Site #4 attached.

o,-
/044 i •
1 r yY
if 2-
•
•
•
i East Bend
o\ - Soso. \ ,\• j
•
•
n
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'� ` :4 `IJ
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4005
4004

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0029611
PERMTITEE NAME: Yadkin County Board of Education
FACILITY NAME: East Bend Elementary School
Facility Status: Existing
Permit Status: Renewal
Major _ Minor
Pipe No.: 001
Design Capacity: 0.005 MGD
Domestic (% of Flow):
Industrial (% of Flow):
Comments:
100 %
• ■ . .■ • I • Thq.r
t.
eriuS t5 Q,iavak+AL 92 SytSTtN4 Lock'floii; getoc.lpig
P,2iPosE�)
RECEIVING STREAM: an unnamed tributary to Logan Creek
Class: C
Sub -Basin: 03-07-02
Reference USGS Quad: C 16NE
(please attach)
County: Yadkin
Regional Office: Winston-Salem Regional Office
Previous Exp. Date: 1/31/92 Treatment Plant Class: 1
Classification changes within three miles:
No change within three miles.
Requested by:
Prepared by: �L f�ae- ..-- Date: 27/1 I
Reviewed by:Date: Jo a i
� !�
�oi�7i i�r = Fj 2 • c✓ !35 (A) • 12. 23.1 (6)
a a
Mack Wiggins Date: 6/18/91
Modeler
Date Rec.
#
SA vv
C 24 Ai
309
Drainage Area (mi ) o. 01
(g)
Avg. Streamflow (cfs): 6 . of
7Q10 (cfs) 0 Winter 7Q10 (cfs)
Toxicity Limits: IWC
Instream Monitoring:
Parameters
Upstream
Downstream
• ,
Y
y
O 30Q2 (cfs) 0
% Acute/Chronic
i;;ZAL Co Ls.,
Tann p. CotJ P(tC.T(J 1 T y
Location Al L6s-r 100' UP
Location A? L-t �' 5 r 300' ?ow^1
D elo�ef�i-� re« O
Effluent
Characteristics
► IT axle yeAes
ft-.
csurnAut)
1Co l3 0
aw-n-A?-ilieEe Yes
` S_
(suAx7wtN)
5/ l o
B OD 5 (mg/1)
NH3-N (mg/1)
13 /No L.
VI • $
D.O. (mg/1)
l
, A,
6.7(0
TSS (mg/1)
3o
3o/3o
F. Col. (/100 ml)
Z00 /
Zoo/moo
pH (SU)
_q
(0_ 9
Tomb R. Gila-4 146 Ott
it)
► 7 /0
Comments: ago j,aw POu01 W 4ff X. i rn�►,Ai D P imotfAL TsSC}! .
a`OMTl0A1
Of 1)tsc,WiL46 k p' 6604 PLANNev •

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
E. Bend Elementary School
NC0029611
Domestic - 100%
Existing
Renewal
UT Logan Creek
C
030702
Yadkin
WSRO
M. Wiggins
6/18/91
C 16NE
RECEIVED
N.C. Dept. NRCD
AUG 9 1991
Winston-Salem
Request# 6309 R Q^onal Office
91pUG15 PM12.1-0
Stream Characteristic:
USGS # _
Date:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
est
0.01
0.0
0-.0
0.01
0.0
100.0
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility discharges to stream with 7Q10 and 30Q2 = O. Removal of discharge is recommended in
three years or new limits (page 2) will apply at that time. Facility must submit an engineering
report within 12 months of the effective date of this permit showing no alternative to surface water
discharge. Facility is currently under an SOC. Possible relocation farther down UT Logan Creek
is being investigated and has been evaluated by Tech Support.
NOTE: Consultant requested decrease in permitted flow from 0.010 MGD to 0.005 MGD.
Region and P&E should comment on the feasiblility of this request.
Special Schedule Requirements and additional comments from Reviewers:
Recommended by:
Reviewed by
Instream Assessment:
Regional Supervisor:
Date: .
Date: a - f
Date: (
Date: St' 4?!
0 6 V'
RETURN TO TECHNICAL SERVICES BY:
OJALL 4aiw.thitte-Y1
,) . a/C.
Permits & Engineering:g54S/Ais4-,6141th Ov-hcseA
SEP

2
Existing Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
Recommended Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
Residual Chlorine (µg/1):
Limits Changes Due To:
New regulations/standards
New procedures
CONVENTIONAL PARAMETERS
Monthly Average
Summer Winter
0.010 0.010
16 30
13 nol
6 6
30 30
1000 1000
6-9 6-9 Daily max
For three years:
Monthly Average
Summer Winter
0.005 0.005
16 30
13 nol
6 6
30 30
200 200
6-9 6-9
After three years:
Monthly Average
WQ or EL Summer Winter WQ or EL
0.005 0.005
5.0 10.0 WQ
1.0 1.8 WQ
6.0 6.0 WQ
30.0 30.0
200.0 200.0
Daily max 6.0 - 9.0 6.0 - 9.0 Daily max
17.0 17.0 WQ
WQ
WQ
WQ
Parameter(s) Affected
Fecal coliform
Zero flow policy: BOD5, NH3-N,
DO, Chlorine
INSTREAM MONITORING REQUIREMENTS
Upstream Location: at least 100 ft upstream
Downstream Location: at least 300 ft downstream
Parameters: DO, Fecal coliform, temperature, conductivity
Special instream monitoring locations or monitoring frequencies:
Facility must perform downstream monitoring even if it is 100% effluent

MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
X Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
OR
No parameters are water quality limited, but this discharge may affect future allocations.
Adequacy of Existing Treatment (For Region to input)
Has the facility demonstrated jhe ability to meet the proposed new limits with existing treatment
facilities? Yes No
If no, which parameters cannot be met? /"
Would a "phasing in" of the new limits be appropriate? Yes No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
If no, why not?
Special Instnictions or Conditions
AID G{ 6-140-w 5 gl/)i p ram). S
.5 v2//:af 3D3 /2,241,, Asp e- 'ass; ae‘rl gA-"^fc
Wasteload sent to EPA? (Major) _1V (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? _N (Y or N) If yes, explain with attachments.

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pip 911- *4-
Discharger
Receiving Stream
MODEL RESULTS
: E. BEND ELEM SCHOOL
UT LOGAN CREEK
SUMMER
QEFF=0.005 MGD, BOD5=30 MG/L
NH3-N=18.1 MG/L
The End D.O. is
The End CBOD is
The End NBOD is
8.05 mg/l.
1.27 mg/l.
0.57 mg/1.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
DO Min
WLA WLA
CBOD NBOD
(mg/1) Milepoint Reach # (mg/1) (mg/1)
7.44 0.00 1
SaP�n as C6CND 1-
P3eNp tA)
i,45-PAT A
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
45.00 81.50
0.00 0.00
0.00 0.00
0.00 0.00
WLA
DO Waste Flow
(mg/1) (mgd)
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00500
0.00 0.00000
0.00 0.00000
0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : E. BEND ELEM SCHOOL Subbasin : 030702
Receiving Stream : UT LOGAN CREEK Stream Class: C
Summer 7Q10 : 0.04 Winter 7Q10 : 0.18
Design Temperature: 25.0
(LENGTH) SLOPE( VELOCITY 1 DEPTH( Kd 1 Kd 1 Ka 1 Ka 1 KN 1
mile 1 ft/mil fps 1 ft (design) @20' )design) @20, IdesignI
1 1 1 1 1 1 1 1 I
Segment 1 1 0.101111.001 0.100 10.17 1 0.71 1 0.56 122.28 1 19.981 0.73
Reach 1 1 1 1 1 1 1 I 1 I
I 1 1 1 1 1 1 1 I
Segment 1 1 0.101 41.001 0.100 1 0.17 1 0.64 1 0.51 1 8.23 1 7.381 0.73
Reach 2 1 1 1 1 I I 1 1 I
I I 1 I 1 I 1 1 I
Segment 1 1 0.421 41.001 0.100 1 0.25 1 0.52 10.41 18.23 1 7.381 0.73
Reach 3 1 I 1 I I 1 1 1 I
1 I 1 I 1 1 1 1 I
Segment 1 I 0.301 41.001 0.100 10.29 1 0.49 1 0.39 1 8.23 I 7.381 0.73
Reach 4 1 1 1 I I 1 1 1 I
1 I I 1 I 1 I 1 I
Segment 1 1 0.101 41.001 0.100 1 0.35 1 0.44 1 0.35 18.23 I 7.381 0.73
Reach 5 I I I I 1 I 1 1 I
1 1 1 1 1 1 1 1 I
Segment 1 1 1.101 28.001 0.100 10.37 1 0.40 1 0.31 1 5.62 I 5.041 0.73
Reach 6 I I 1 1 I 1 1 1 I
Segment 1
Reach 7
1 1 1 1 1 1 I 1
0.351 28.001 0.119 10.68 10.35 1 0.27 1 6.71 I 6.021 0.73
I 1 1 1 1 I I 1 I
Segment 1 1 3.301 16.001 0.114 10.78 10.31 10.24 1 3.65 I 3.271 0.44
Reach 8 I 1 1 1 I 1 I 1 I
I Flow I CBOD 1 NBOD 1 D.O. 1
I cfs I mg/1 I mg/1 1 mg/1 I
Segment 1 Reach 1
Waste 1 0.000 1 0.000 I 0.000 I 0.000
Headwaters) 0.040 I 2.000 1 1.000 I 7.440
Tributary 1 0.000 I 2.000 1 1.000 1 7.440
* Runoff 1 0.030 I 2.000 I 1.000 I 7.440
Segment 1 Reach 2
Waste 1 0.000 1 0.000 1 0.000 I 0.000

Tributary 1 0.000 I 2.000 I 1.000 1 7.440
* Runoff 1 0.030 1 2.000 1 1.000 1 7.440
Segment 1 Reach 3
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary 1 0.040 1 2.000 I 1.000 I 7.440
* Runoff 1 0.030 1 2.000 1 1.000 1 7.440
Segment 1 Reach 4
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.020 1 2.000 1 1.000 1 7.440
* Runoff I 0.030 1 2.000 1 1.000 1 7.440
Segment 1 Reach 5
Waste 1 0.008 1 45.000 1 81.500 1 0.000
Tributary 1 0.050 1 2.000 1 1.000 1 7.440
* Runoff I 0.030 1 2.000 1 1.000 1 7.440
Segment 1 Reach 6
Waste 1 0.000 I 0.000 1 0.000 1 0.000
Tributary I 0.000 1 2.000 1 1.000 I 7.440
* Runoff 1 0.030 1 2.000 1 1.000 1 7.440
Segment 1 Reach 7
Waste 1 0.000 I 0.000 1 0.000 I 0.000
Tributary 1 0.580 1 2.000 1 1.000 1 7.440
* Runoff I 0.120 1 2.000 1 1.000 1 7.440
Segment 1 Reach 8
Waste 1 0.000 1 0.000 I 0.000 1 0.000
Tributary I 0.000 1 2.000 1 1.000 1 7.440
* Runoff I 0.120 1 2.000 1 1.000 1 7.440
* Runoff flow is in cfs/mile

SUMMER
QEFF=0.005 MGD, BOD5=30 MG/L
NH3-N=18.1 MG/L
I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I
1 1 0.00 7.44 2.00 1.00 0.04
1 1 0.01 7.53 1.99 1.00 0.04
1 1 0.02 7.61 1.98 0.99 0.04
1 1 0.03 7.68 1.97 0.99 0.04
1 1 0.04 7.74 1.97 0.98 0.04
1 1 0.05 7.79 1.96 0.98 0.04
1 1 0.06 7.84 1.95 0.97 0.04
1 1 0.07 7.88 1.94 0.97 0.04
1 1 0.08 7.91 1.93 0.97 0.04
1 1 0.09 7.94 1.93 0.96 0.04
1 1 0.10 7.97 1.92 0.96 0.04
1 2 0.10 7.97 1.92 0.96 0.04
1 2 0.11 7.97 1.91 0.95 0.04
1 2 0.12 7.97 1.90 0.95 0.04
1 2 0.13 7.97 1.90 0.95 0.04
1 2 0.14 7.97 1.89 0.94 0.04
1 2 0.15 7.97 1.88 0.94 0.04
1 2 0.16 7.96 1.88 0.93 0.04
1 2 0.17 7.96 1.87 0.93 0.05
1 2 0.18 7.96 1.86 0.93 0.05
1 2 0.19 7.96 1.86 0.92 0.05
1 2 0.20 7.96 1.85 0.92 0.05
1 3 0.20 7.72 1.92 0.96 0.09
1 3 0.24 7.78 1.90 0.94 0.09
1 3 0.28 7.83 1.87 0.92 0.09
1 3 0.33 7.87 1.85 0.91 0.09
1 3 0.37 7.90 1.83 0.89 0.09
1 3 0.41 7.93 1.80 0.88 0.09
1 3 0.45 7.95 1.78 0.86 0.09
1 3 0.49 7.97 1.76 0.85 0.09
1 3 0.54 7.98 1.74 0.83 0.10
1 3 0.58 7.99 1.72 0.82 0.10
1 3 0.62 8.00 1.70 0.81 0.10
1 4 0.62 7.91 1.75 0.84 0.12
1 4 0.65 7.93 1.74 0.83 0.12
1 4 0.68 7.95 1.73 0.82 0.12
1 4 0.71 7.96 1.71 0.81 0.12
1 4 0.74 7.98 1.70 0.80 0.12
1 4 0.77 7.99 1.69 0.79 0.12
1 4 0.80 8.00 1.67 0.78 0.12
1 4 0.83 8.01 1.66 0.77 0.12
1 4 0.86 8.02 1.65 0.76 0.13
1 4 0.89 8.03 1.64 0.76 0.13
1 4 0.92 8.03 1.62 0.75 0.13�� mop. 4r4-
1 5 0.92 7.54 3.54 4.19 0.19
1 5 0.93 7.54 3.53 4.17 0.19
1 5 0.94 7.55 3.52 4.14 0.19
1 5 0.95 7.56 3.50 4.12 0.19
1 5 0.96 7.57 3.49 4.10 0.19
1 5 0.97 7.57 3.48 4.07 0.19
1 5 0.98 7.58 3.47 4.05 0.19
1 5 0.99 7.59 3.46 4.03 0.19
1 5 1.00 7.59 3.45 4.00 0.19
1 5 1.01 7.60 3.43 3.98 0.19
1 5 1.02 7.60 3.42 3.96 0.19
1 6 1.02 7.60 3.42 3.96 0.19

.
1 6 1.13 7.58 3.31 3.72 0.19
1 6 1.24 7.57 3.20 3.50 0.19
1 6 1.35 7.58 3.10 3.29 0.20
1 6 1.46 7.59 3.00 3.09 0.20
1 6 1.57 7.61 2.90 2.91 0.20
1 6 1.68 7.64 2.81 2.74 0.21
1 6 1.79 7.66 2.73 2.59 0.21
1 6 1.90 7.68 2.64 2.44 0.21
1 6 2.01 7.71 2.57 2.30 0.22
1 6 2.12 7.73 2.49 2.17 0.22
1 7 2.12 7.52 2.14 1.32 0.80
1 7 2.16 7.58 2.12 1.30 0.81
1 7 2.19 7.62 2.11 1.29 0.81
1 7 2.23 7.67 2.09 1.27 0.81
1 7 2.26 7.71 2.08 1.25 0.82
1 7 2.30 7.74 2.07 1.23 0.82
1 7 2.33 7.77 2.05 1.21 0.83
1 7 2.37 7.80 2.04 1.20 0.83
1 7 2.40 7.82 2.03 1.18 0.83
1 7 2.44 7.84 2.02 1.16 0.84
1 7 2.47 7.86 2.00 1.15 0.84
1 8 2.47 7.86 2.00 1.15 0.84
1 8 2.80 7.90 1.90 1.06 0.88
1 8 3.13 7.93 1.80 0.97 0.92
1 8 3.46 7.95 1.71 0.90 0.96
1 8 3.79 7.97 1.63 0.84 1.00
1 8 4.12 7.99 1.56 0.78 1.04
1 8 4.45 8.00 1.49 0.73 1.08
1 8 4.78 8.02 1.43 0.68 1.12
1 8 5.11 8.03 1.37 0.64 1.16
1 8 5.44 8.04 1.32 0.60 1.20
1 8 5.77 8.05 1.27 0.57 1.24
I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I

SUMMER
MODEL RESULTS
Discharger : E. BEND ELEM SCHOOL
Receiving Stream : UT LOGAN CREEK
The End D.O. is 8.05 mg/l.
The End CBOD is 1.27 mg/l.
The End NBOD is 0.58 mg/1.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 7.44 0.00 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
0.00
0.00
0.00
0.00
45.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
90.00
0.00
0.00
0.00
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00500
0.00 0.00000
0.00 0.00000
0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : E. BEND ELEM SCHOOL Subbasin : 030702
Receiving Stream : UT LOGAN CREEK Stream Class: C
Summer 7Q10 : 0.04 Winter 7Q10 : 0.18
Design Temperature: 25.0
'LENGTH' SLOPE' VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka 1 Ka 1 KN 1
I mile 1 ft/mil fps 1 ft 'design l @204 Idesign' @204 'design'
1 1 1 1 1 1 1 1 I
Segment 1 1 0.101111.001 0.100 1 0.17 1 0.71 1 0.56 122.28 1 19.981 0.73
Reach 1 1 1 1 1 1 1 1 1 I
1 1 1 1 1 1 1 1 I
Segment 1 1 0.101 41.001 0.100 1 0.17 1 0.64 1 0.51 1 8.23 I 7.381 0.73
Reach 2 1 1 1 1 1 1 1 1 I
1 1 I I 1 1 I 1 I
Segment 1 I 0.421 41.001 0.100 10.25 1 0.52 1 0.41 1 8.23 1 7.381 0.73
Reach 3 1 I 1 1 1 1 I 1 I
I 1 1 I 1 1 1 1 I
Segment 1 I 0.301 41.001 0.100 10.29 1 0.49 1 0.39 1 8.23 1 7.381 0.73
Reach 4 I I 1 1 1 I 1 1 I
I 1 1 I I I 1 1 I
Segment 1 1 0.101 41.001 0.100 1 0.35 1 0.44 10.35 18.23 I 7.381 0.73
Reach 5 1 1 1 I 1 1 1 I I
1 I 1 I 1 1 I I I
Segment 1 I 1.101 28.001 0.100 1 0.37 1 0.40 1 0.31 15.62 1 5.041 0.73
Reach 6 1 1 1 I I I I 1 I
I 1 1 1 1 1 1 1 I
Segment 1 1 0.35I 28.001 0.119 10.68 1 0.35 10.27 1 6.71 1 6.021 0.73
Reach 7 1 1 1 1 1 I I 1 I
I 1 1 1 I 1 I 1 I
Segment 1 1 3.30I 16.001 0.114 1 0.78 1 0.31 10.24 1 3.65 1 3.271 0.44
Reach 8 1 1 1 I 1 1 1 1 I
I Flow 1 CBOD 1 NBOD 1 D.O.
I cfs 1 mg/1 I mg/1 1 mg/1 I
Segment 1 Reach 1
Waste I 0.000 1 0.000 1 0.000 I 0.000
Headwaters) 0.040 1 2.000 1 1.000 1 7.440
Tributary 1 0.000 I 2.000 1 1.000 1 7.440
* Runoff 1 0.030 I 2.000 I 1.000 I 7.440
Segment 1 Reach 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000

. s
Tributary 1 0.000 1 2.000 1 1.000 1 7.440
* Runoff 1 0.030 1 2.000 1 1.000 1 7.440
Segment 1 Reach 3
Waste 1 0.000 1 0.000 I 0.000 1 0.000
Tributary I 0.040 1 2.000 I 1.000 I 7.440
* Runoff 1 0.030 1 2.000 1 1.000 1 7.440
Segment 1 Reach 4
Waste I 0.000 1 0.000 1 0.000 I 0.000
Tributary 1 0.020 1 2.000 1 1.000 I 7.440
* Runoff 1 0.030 1 2.000 1 1.000 1 7.440
Segment 1 Reach 5
Waste I 0.008 1 45.000 190.000 1 0.000
Tributary I 0.050 1 2.000 1 1.000 1 7.440
* Runoff 1 0.030 1 2.000 1 1.000 1 7.440
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 7.440
* Runoff 1 0.030 1 2.000 1 1.000 1 7.440
Segment 1 Reach 7
Waste I 0.000 I 0.000 1 0.000 I 0.000
Tributary I 0.580 1 2.000 1 1.000 I 7.440
* Runoff 1 0.120 1 2.000 1 1.000 1 7.440
Segment 1 Reach 8
Waste I 0.000 1 0.000 I 0.000 1 0.000
Tributary I 0.000 1 2.000 1 1.000 I 7.440
* Runoff 1 0.120 1 2.000 1 1.000 1 7.440
* Runoff flow is in cfs/mile

1 6 4 '1.13 7.56 3.31 4.03 0.19
1 6 1.24 7.54 3.20 3.79 0.19
1 6 1.35 7.55 3.10 3.56 0.20
1 6 1.46 7.56 3.00 3.35 0.20
1 6 1.57 7.58 2.90 3.15 0.20
1 6 1.68 7.61 2.81 2.97 0.21
1 6 1.79 7.63 2.73 2.80 0.21
1 6 1.90 7.66 2.64 2.64 0.21
1 6 2.01 7.68 2.57 2.49 0.22
1 6 2.12 7.71 2.49 2.34 0.22
1 7 2.12 7.51 2.14 1.37 0.80
1 7 2.16 7.57 2.12 1.35 0.81
1 7 2.19 7.62 2.11 1.33 0.81
1 7 2.23 7.66 2.09 1.31 0.81
1 7 2.26 7.70 2.08 1.29 0.82
1 7 2.30 7.73 2.07 1.28 0.82
1 7 2.33 7.76 2.05 1.26 0.83
1 7 2.37 7.79 2.04 1.24 0.83
1 7 2.40 7.82 2.03 1.22 0.83
1 7 2.44 7.84 2.02 1.21 0.84
1 7 2.47 7.86 2.00 1.19 0.84
1 8 2.47 7.86 2.00 1.19 0.84
1 8 2.80 7.90 1.90 1.09 0.88
1 8 3.13 7.93 1.80 1.01 0.92
1 8 3.46 7.95 1.71 0.93 0.96
1 8 3.79 7.97 1.63 0.86 1.00
1 8 4.12 7.98 1.56 0.80 1.04
1 8 4.45 8.00 1.49 0.75 1.08
1 8 4.78 8.01 1.43 0.70 1.12
1 8 5.11 8.02 1.37 0.66 1.16
1 8 5.44 8.04 1.32 0.62 1.20
1 8 5.77 8.05 1.27 0.58 1.24
1 Seg # 1 Reach # 1 Seg Mi 1 D.O. 1 CBOD 1 NBOD 1 Flow 1

SUMMER
I Seg #
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Reach # I Seg Mi I D.O. I CBOD I NBOD
1 0.00 7.44 2.00 1.00
1 0.01 7.53 1.99 1.00
1 0.02 7.61 1.98 0.99
1 0.03 7.68 1.97 0.99
1 0.04 7.74 1.97 0.98
1 0.05 7.79 1.96 0.98
1 0.06 7.84 1.95 0.97
1 0.07 7.88 1.94 0.97
1 0.08 7.91 1.93 0.97
1 0.09 7.94 1.93 0.96
1 0.10 7.97 1.92 0.96
2 0.10 7.97 1.92 0.96
2 0.11 7.97 1.91 0.95
2 0.12 7.97 1.90 0.95
2 0.13 7.97 1.90 0.95
2 0.14 7.97 1.89 0.94
2 0.15 7.97 1.88 0.94
2 0.16 7.96 1.88 0.93
2 0.17 7.96 1.87 0.93
2 0.18 7.96 1.86 0.93
2 0.19 7.96 1.86 0.92
2 0.20 7.96 1.85 0.92
3 0.20 7.72 1.92 0.96
3 0.24 7.78 1.90 0.94
3 0.28 7.83 1.87 0.92
3 0.33 7.87 1.85 0.91
3 0.37 7.90 1.83 0.89
3 0.41 7.93 1.80 0.88
3 0.45 7.95 1.78 0.86
3 0.49 7.97 1.76 0.85
3 0.54 7.98 1.74 0.83
3 0.58 7.99 1.72 0.82
3 0.62 8.00 1.70 0.81
4 0.62 7.91 1.75 0.84
4 0.65 7.93 1.74 0.83
4 0.68 7.95 1.73 0.82
4 0.71 7.96 1.71 0.81
4 0.74 7.98 1.70 0.80
4 0.77 7.99 1.69 0.79
4 0.80 8.00 1.67 0.78
4 0.83 8.01 1.66 0.77
4 0.86 8.02 1.65 0.76
4 0.89 8.03 1.64 0.76
4 0.92 8.03 1.62 0.75
5 0.92 7.5e 3.54 4.55
5 0.93 7.54 3.53 4.52
5 0.94 7.55 3.52 4.50
5 0.95 7.55 3.50 4.47
5 0.96 7.56 3.49 4.44
5 0.97 7.57 3.48 4.42
5 0.98 7.57 3.47 4.39
5 0.99 7.58 3.46 4.37
5 1.00 7.58 3.45 4.34
5 1.01 7.59 3.43 4.32
5 1.02 7.59 3.42 4.29
6 1.02 7.59 3.42 4.29
I Flow I
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.05
0.05
0.05
0.05
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.09
0.10
0.10
0.10
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.12
0.13
0.13
0.1
0.19
94- Ina 41-
0.19
0.19
0.19
0.19
0.19
0.19
0.19
0.19
0.19
0.19
0.19

P 81
•
4
Post -it' brand fax transmittal memo
7671 Nof pages ► 1
To SLtSAm
Wt.L.Saw
.p
proJ • 1 H11..LI0.S
Co.
Co.
Dept.
Phone #
Fax el 33 + 41 9 c9
Fax!,
•
f. 4
• .
4.
•
•i
•.
•
!•
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1 •••
c'�
.•

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
E. Bend Elementary
NC0029611
Domestic - 100%
Existing
Modification
UT Logan Creek
C
030702
Yadkin
WSRO
M. Wiggins
6/18/91
C16SE
Request # 6309
Stream Characteristic:
USGS #
Site no.s
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%): 100%, 8%, 6%
Flows estimated from nearby trib
est
#1 , #2, #3
0.78, 1.66, 2.1
0.00, 0.09, 0.12
0.18, 0.38, 0.48
0.8, 1.7, 2.15
0.22,0.47,0.6
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility currently discharges to stream with 7Q10 and 30Q2 = 0. The facility is investigating the
relocation of the discharge to three potential sites. All three sites were evaluated. Estimated flows
are more conservative, based on more current information, than those the consultant provided.
Proposed site #1 should not be considered an option based on 7Q10=0.0 (school would receive
5/1 limits). Face ii4 w►i1 feceive le4eY addre6=i Ch4ovi%-e -}oxi u+y.
NOTE: The consultant has requested reduction of permitted flow from 0.010 MGD to 0.005
MGD. Region and P&E should comment on the feasibility of this request. It appears from past
compliance data that 0.005 MGD flow limit may be violated.
Special Schedule Requirements and additional comments from Reviewers:
Recommended by: ,, �,, _ 64.„ Date:*AL__
Reviewed by �J
Instream Assessment: { LSCX 1 A-t9'y_
Regional Supervisor: o-�� , X
Permits & Engineering:
Date:
Date: g—1 °-/
AA-tr aa-4-4 Date: 3 firs/
SEP ^) 199
RETURN TO TECHNICAL SERVICES BY:

,
2
Existing Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Co1. (/100 ml):
pH (SU):
Recommended Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Co1. (/100 ml):
pH (SU):
Limits Changes Due To:
New regulations/standards
New model/relocation
CONVENTIONAL PARAMETERS
Monthly Average
Sumner Winter
0.010 0.010
16 30
13
6 6
30 30
1000 1000
6-9 6-9
PROP #1
Summer Winter
0.005 0.005
5 10
1.0 1.8
6 6
30 30
200 200
6-9 6-9
Daily max
PROP #2
Summer Winter
0.005 0.005
30 30
10.1 nol
30 30
200 200
6-9 6-9
Parameter(s) Affected
Fecal coliform
BOD5, NH3-N, DO
PROP #3
Summer Winter
0.005 0.005
30 30
13.1 nol
30 30
200 200
6-9 6-9
NOTE to WSRO: The ammonia limit recommended is due to ammonia toxicty. If there is no way
that the school can meet the summer ammonia limit, it may be possible to substitute a year round
quarterly toxicity test in lieu of the NH3-N limit.

MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
X_ Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
OR
No parameters are water quality limited, but this discharge may affect future allocations.
Adequacy of Existing Treatment (For Region to input)
Has the facility denjdnstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes tt// No
If no, which parameters cannot be met?
Would a "phasing in" of the new limits be appropriate? Yes No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
S 5/ cfrr - , i YQ G
Nei //h,,;-4s pc, At *IP
bat `3/ /14
If no, why not?
Special Instructions or Conditions
Wasteload sent to EPA? (Major) _N (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? _N (Y or N) If yes, explain with attachments.

SUMMER
QEFF=0.005 MGD, PROP #1
MODEL RESULTS
Discharger : E. BEND ELEM SCHOOL
Receiving Stream : UT LOGAN CREEK
The End D.O. is 8.06 mg/l.
The End CBOD is 1.24 mg/l.
The End NBOD is 0.47 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 6.23 0.00 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
'1 NI s AkoDe(
I O5
So LLMViS OF S t
---4 22.50 0.00 0.00500
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
I PLe.Aft b .
l�
to f, ( .(6
O. o
vJd u LD

SUMMER
QEFF=0.005 MGD, PROP #1
I Seg # I Reach # I Seg Mi I D.O. I CBOD I. NBOD I Flow I
1 1 0.00 6.23 8.98 4.49 0.05
1 1 0.01 6.44 8.90 4.45 0.05
1 1 0.02 6.63 8.82 4.41 0.05
1 1 0.03 6.79 8.74 4.37 0.05
1 1 0.04 6.93 8.67 4.33 0.05
1 1 0.05 7.05 8.59 4.29 0.05
1 1 0.06 7.16 8.52 4.25 0.05
1 1 0.07 7.25 8.44 4.21 0.05
1 1 0.08 7.33 8.37 4.17 0.05
1 1 0.09 7.40 8.30 4.13 0.05
1 1 0.10 7.46 8.23 4.10 0.05
1 2 0.10 7.46 8.23 4.10 0.05
1 2 0.11 7.45 8.16 4.06 0.05
1 2 0.12 7.44 8.09 4.02 0.05
1 2 0.13 7.44 8.03 3.99 0.05
1 2 0.14 7.43 7.96 3.95 0.05
1 2 0.15 7.43 7.90 3.92 0.05
1 2 0.16 7.42 7.84 3.88 0.05
1 2 0.17 7.42 7.77 3.85 0.05
1 2 0.18 7.41 7.71 3.82 0.05
1 2 0.19 7.41 7.65 3.78 0.05
1 2 0.20 7.41 7.59 3.75 0.05
1 3 0.20 7.42 5.21 2.58 0.09
1 3 0.24 7.48 5.10 2.51 0.10
1 3 0.28 7.52 4.99 2.44 0.10
1 3 0.33 7.57 4.89 2.38 0.10
1 3 0.37 7.60 4.79 2.32 0.10
1 3 0.41 7.63 4.69 2.26 0.10
1 3 0.45 7.65 4.60 2.20 0.10
1 3 0.49 7.68 4.50 2.14 0.10
1 3 0.54 7.70 4.42 2.09 0.10
1 3 0.58 7.72 4.33 2.04 0.11
1 3 0.62 7.73 4.25 1.99 0.11
1 4 0.62 7.69 3.89 1.83 0.13
1 4 0.65 7.71 3.84 1.80 0.13
1 4 0.68 7.73 3.80 1.77 0.13
1 4 0.71 7.75 3.75 1.74 0.13
1 4 0.74 7.77 3.71 1.72 0.13
1 4 0.77 7.78 3.66 1.69 0.13
1 4 0.80 7.80 3.62 1.66 0.13
1 4 0.83 7.81 3.58 1.63 0.13
1 4 0.86 7.82 3.53 1.61 0.13
1 4 0.89 7.83 3.49 1.58 0.13
1 4 0.92 7.84 3.45 1.56 0.14
1 5 0.92 7.73 3.06 1.41 0.19
1 5 0.93 7.75 3.05 1.40 0.19
1 5 0.94 7.76 3.04 1.39 0.19
1 5 0.95 7.77 3.03 1.39 0.19
1 5 0.96 7.78 3.02 1.38 0.19
1 5 0.97 7.79 3.01 1.37 0.19
1 5 0.98 7.79 3.00 1.37 0.19
1 5 0.99 7.80 2.99 1.36 0.19
1 5 1.00 7.81 2.98 1.35 0.19
1 5 1.01 7.82 2.97 1.35 0.19
1 5 1.02 7.83 2.96 1.34 0.19
1 6 1.02 7.83 2.96 1.34 0.19

1 6 1.13 7.84 2.87 1.27 0.19
1 6 1.24 7.85 2.78 1.20 0.19
1 6 1.35 7.87 2.69 1.14 0.20
1 6 1.46 7.88 2.61 1.08 0.20
1 6 1.57 7.90 2.53 1.03 0.20
1 6 1.68 7.91 2.46 0.98 0.21
1 6 1.79 7.92 2.39 0.93 0.21
1 6 1.90 7.93 2.32 0.89 0.21
1 6 2.01 7.94 2.25 0.85 0.22
1 6 2.12 7.96 2.19 0.81 0.22
1 7 2.12 7.58 2.05 0.95 0.80
1 7 2.16 7.63 2.04 0.94 0.81
1 7 2.19 7.68 2.03 0.92 0.81
1 7 2.23 7.72 2.01 0.91 0.81
1 7 2.26 7.76 2.00 0.90 0.82
1 7 2.30 7.79 1.99 0.89 0.82
1 7 2.33 7.82 1.98 0.88 0.83
1 7 2.37 7.85 1.97 0.87 0.83
1 7 2.40 7.87 1.95 0.86 0.83
1 7 2.44 7.89 1.94 0.85 0.84
1 7 2.47 7.91 1.93 0.84 0.84
1 8 2.47 7.91 1.93 0.84 0.84
1 8 2.80 7.94 1.83 0.78 0.88
1 8 3.13 7.97 1.74 0.73 0.92
1 8 3.46 7.99 1.66 0.69 0.96
1 8 3.79 8.00 1.58 0.65 1.00
1 8 4.12 8.02 1.51 0.61 1.04
1 8 4.45 8.03 1.45 0.58 1.08
1 8 4.78 8.04 1.39 0.55 1.12
1 8 5.11 8.05 1.34 0.52 1.16
1 8 5.44 8.06 1.29 0.50 1.20
1 8 5.77 8.06 1.24 0.47 1.24
I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I

*** MODEL SUMMARY DATA ***
Discharger : E. BEND ELEM SCHOOL
Receiving Stream : UT LOGAN CREEK
Summer 7Q10 : 0.04
Design Temperature: 25.0
Subbasin : 030702
Stream Class: C
Winter 7Q10 : 0.18
'LENGTH' SLOPE' VELOCITY 1 DEPTHI Kd 1 Kd 1 Ka 1 Ka 1 KN I
mile I ft/mil fps I ft Idesign l @204 Idesign l @204 Idesign'
Segment 1
Reach 1
1 1 1 1 1 1 1 I
0.101111.001 0.100 10.18 1 0.67 1 0.53 122.28 1 19.981 0.73
1 1 1 1 1 1 1 I
Segment 1
Reach 2
1 1 1 1 1 1 1 1
0.101 41.001 0.100 1 0.19 10.61 1 0.49 1 8.23 I 7.381 0.73
1 1 1 1 1 1 1 1
Segment 1
Reach 3
1 1 1 1 1 1 1 1
0.421 41.001 0.100 10.26 1 0.51 1 0.41 1 8.23 I 7.381 0.73
1 1 1 1 1 1 1 1 I
Segment 1 1 0.301 41.001 0.100 10.30 1 0.48 1 0.38 1 8.23 1 7.381 0.73
Reach 4 1 1 1 1 1 1 1 1 I
Segment 1
Reach 5
I I
0.101 41.00I
0.100 10.35 1 0.44 1 0.35 1 8.23 1 7.381 0.73
Segment 1
Reach 6
I I
1.101 28.001
0.100 1 0.37 1 0.40 1 0.31 15.62 1 5.041 0.73
Segment 1
Reach 7
I I
0.35I 28.001
I I
0.119 1 0.68 1 0.35 1 0.27 1 6.71 I 6.021 0.73
Segment 1
Reach 8
I I
3.301 16.001
0.114 1 0.78 1 0.31 1 0.24 1 3.65 1 3.271 0.44
I Flow
I cfs
Segment 1 Reach 1
Waste I 0.008
Headwaters) 0.040
Tributary I 0.000
* Runoff I 0.030
CBOD I NBOD
mg/1 I mg/1
45.000 122.500
2.000 I 1.000
2.000 I 1.000
2.000 I 1.000
D.O. I
mg/1 I
0.000
7.440
7.440
7.440
Segment 1 Reach 2
Waste I 0.000 1 0.000 I 0.000 1 0.000

.
Tributary I 0.000 I 2.000 1 1.000 I 7.440
* Runoff 1 0.030 1 2.000 1 1.000 1 7.440
Segment 1 Reach 3
Waste 1 0.000 1 0.000 I 0.000 1 0.000
Tributary 1 0.040 1 2.000 1 1.000 1 7.440
* Runoff 1 0.030 1 2.000 1 1.000 1 7.440
Segment 1 Reach 4
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.020 1 2.000 1 1.000 1 7.440
* Runoff 1 0.030 1 2.000 1 1.000 1 7.440
Segment 1 Reach 5
Waste 1 0.000 1 0.000 1 0.000 I 0.000
Tributary 1 0.050 1 2.000 1 1.000 I 7.440
* Runoff 1 0.030 1 2.000 1 1.000 1 7.440
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 7.440
* Runoff 1 0.030 1 2.000 1 1.000 1 7.440
Segment 1 Reach 7
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.580 1 2.000 1 1.000 1 7.440
* Runoff 1 0.120 1 2.000 1 1.000 1 7.440
Segment 1 Reach 8
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 I 2.000 1 1.000 I 7.440
* Runoff 1 0.120 1 2.000 1 1.000 1 7.440
* Runoff flow is in cfs/mile

CNU N}�7, -I) LlitAr;)
SUMMER
QEFF=0.005 MGD, PROP #1
MODEL RESULTS
' Discharger : E. BEND ELEM SCHOOL
Receiving Stream : UT LOGAN CREEK
The End D.O. is 8.05 mg/l.
The End CBOD is 1.24 mg/l.
The End NBOD is 0.54 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 6.23 0.00 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
45.00 90.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00500
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000

*** MODEL SUMMARY DATA ***
Discharger : E. BEND ELEM SCHOOL Subbasin : 030702
Receiving Stream : UT LOGAN CREEK Stream Class: C
Summer 7Q10 : 0.04 Winter 7Q10 : 0.18
Design Temperature: 25.0
!LENGTH' SLOPE' VELOCITY 1 DEPTH' Kd 1 Kd 1 Ka 1 Ka 1 KN 1
I mile I ft/mil fps I ft Idesign l @20' Idesignl @201/2 Idesign'
I I I I 1 I 1 1 1
Segment 1 I 0.101111.001 0.100 10.18 1 0.67 10.53 122.28 1 19.981 0.73
Reach 1
I 1 1 I I 1 1 1 I
Segment 1 I 0.101 41.001 0.100 1 0.19 10.61 10.49 18.23 I 7.381 0.73
Reach 2 1 1 1 I I I 1 1 I
I 1 I I I 1 1 I I
Segment 1 I 0.421 41.001 0.100 10.26 10.51 10.41 1 8.23 I 7.381 0.73
Reach 3 I I 1 1 1 I 1 1 I
I I 1 1 1 I 1 1 I
Segment 1 I 0.301 41.001 0.100 1 0.30 1 0.48 10.38 1 8.23 I 7.381 0.73
Reach 4 1 1 1 I 1 1 1 I I
1 I I I 1 1 1 1 I
Segment 1 1 0.101 41.001 0.100 1 0.35 1 0.44 10.35 18.23 1 7.381 0.73
Reach 5 I I 1 1 1 1 I 1 I
1 I 1 1 1 1 I 1 I
Segment 1 1 1.101 28.001 0.100 10.37 1 0.40 10.31 15.62 1 5.041 0.73
Reach 6 1 1 1 1 1 1 1 1 I
1 I 1 I 1 1 1 1 I
Segment 1 1 0.351 28.001 0.119 10.68 1 0.35 10.27 16.71 1 6.021 0.73
Reach 7 1 I I 1 1 1 I 1 I
I I 1 I I 1 1 1 I
Segment 1 I 3.30I 16.001 0.114 1 0.78 10.31 1 0.24 1 3.65 I 3.271 0.44
Reach 8 I I 1 1 1 I 1 1 I
1 Flow 1 CBOD I NBOD I D.O. I
I cfs 1 mg/1 I mg/1 I mg/1 I
Segment 1 Reach 1
Waste I 0.008 145.000 1 90.000 I 0.000
Headwaters) 0.040 I 2.000 1 1.000 I 7.440
Tributary 1 0.000 1 2.000 I 1.000 I 7.440
* Runoff 1 0.030 I 2.000 1 1.000 I 7.440
Segment 1 Reach 2
Waste 1 0.000 1 0.000 I 0.000 I 0.000

Tributary I 0.000 1 2.000 I 1.000 1 7.440
* Runoff 1 0.030 1 2.000 1 1.000 1 7.440
Segment 1 Reach 3
Waste 1 0.000 I 0.000 1 0.000 I 0.000
Tributary I 0.040 I 2.000 1 1.000 1 7.440
* Runoff 1 0.030 1 2.000 1 1.000 1 7.440
Segment 1 Reach 4
Waste 1 0.000 I 0.000 1 0.000 1 0.000
Tributary 1 0.020 1 2.000 1 1.000 1 7.440
* Runoff 1 0.030 1 2.000 1 1.000 1 7.440
Segment 1 Reach 5
Waste 1 0.000 I 0.000 1 0.000 I 0.000
Tributary 1 0.050 1 2.000 1 1.000 1 7.440
* Runoff 1 0.030 1 2.000 1 1.000 1 7.440
Segment 1 Reach 6
Waste 1 0.000 I 0.000 1 0.000 1 0.000
Tributary 1 0.000 I 2.000 1 1.000 1 7.440
* Runoff 1 0.030 1 2.000 1 1.000 1 7.440
Segment 1 Reach 7
Waste 1 0.000 1 0.000 I 0.000 1 0.000
Tributary I 0.580 1 2.000 I 1.000 I 7.440
* Runoff 1 0.120 1 2.000 1 1.000 1 7.440
Segment 1 Reach 8
Waste I 0.000 1 0.000 I 0.000 I 0.000
Tributary I 0.000 1 2.000 1 1.000 I 7.440
* Runoff 1 0.120 1 2.000 1 1.000 1 7.440
* Runoff flow is in cfs/mile

SUMMER
QEFF=0.005 MGD, PROP #1
Seg # I Reach # I Seg Mi I D.O. I CBOD
1 1 0.00 6.23 8.98
1 1 0.01 6.40 8.90
1 1 0.02 6.54 8.82
1 1 0.03 6.67 8.74
1 1 0.04 6.78 8.67
1 1 0.05 6.88 8.59
1 1 0.06 6.96 8.52
1 1 0.07 7.04 8.44
1 1 0.08 7.10 8.37
1 1 0.09 7.16 8.30
1 1 0.10 7.21 8.23
1 2 0.10 7.21 8.23
1 2 0.11 7.18 8.16
1 2 0.12 7.14 8.09
1 2 0.13 7.11 8.03
1 2 0.14 7.08 7.96
1 2 0.15 7.05 7.90
1 2 0.16 7.03 7.84
1 2 0.17 7.00 7.77
1 2 0.18 6.98 7.71
1 2 0.19 6.96 7.65
1 2 0.20 6.95, 7.59
1 3 0.20 7.16 5.21
1 3 0.24 7.18 5.10
1 3 0.28 7.21 4.99
1 3 0.33 7.23 4.89
1 3 0.37 7.26 4.79
1 3 0.41 7.28 4.69
1 3 0.45 7.30 4.60
1 3 0.49 7.33 4.50
1 3 0.54 7.35 4.42
1 3 0.58 7.37 4.33
1 3 0.62 7.39 4.25
1 4 0.62 7.40 3.89
1 4 0.65 7.43 3.84
1 4 0.68 7.45 3.80
1 4 0.71 7.48 3.75
1 4 0.74 7.50 3.71
1 4 0.77 7.52 3.66
1 4 0.80 7.54 3.62
1 4 0.83 7.55 3.58
1 4 0.86 7.57 3.53
1 4 0.89 7.58 3.49
1 4 0.92 7.60 3.45
1 5 0.92 7.55 3.06
1 5 0.93 7.57 3.05
1 5 0.94 7.58 3.04
1 5 0.95 7.59 3.03
1 5 0.96 7.60 3.02
1 5 0.97 7.61 3.01
1 5 0.98 7.62 3.00
1 5 0.99 7.63 2.99
1 5 1.00 7.64 2.98
1 5 1.01 7.65 2.97
1 5 1.02 7.66 2.96
1 6 1.02 7.66 2.96
NBOD I Flow I
15.45 0.05
15.29 0.05
15.13 0.05
14.97 0.05
14.82 0.05
14.67 0.05
14.52 0.05
14.38 0.05
14.23 0.05
14.09 0.05
13.95 0.05
13.95 0.05
13.81 0.05
13.68 0.05
13.54 0.05
13.41 0.05
13.28 0.05
13.15 0.05
13.02 0.05
12.90 0.05
12.77 0.05
12.65 0.05
7.68 0.09
7.45 0.10
7.23 0.10
7.01 0.10
6.81 0.10
6.61 0.10
6.42 0.10
6.23 0.10
6.05 0.10
5.88 0.11
5.71 0.11
4.97 0.13
4.87 0.13
4.78 0.13
4.69 0.13
4.60 0.13
4.52 0.13
4.43 0.13
4.35 0.13
4.27 0.13
4.19 0.13
4.11 0.14
3.27 0.19
3.26 0.19
3.24 0.19
3.22 0.19
3.20 0.19
3.18 0.19
3.17 0.19
3.15 0.19
3.13 0.19
3.11 0.19
3.10 0.19
3.10 0.19

r •
• 4
1 6 1.13 7.66 2.87 2.91 0.19
1 6 1.24 7.67 2.78 2.74 0.19
1 6 1.35 7.68 2.69 2.58 0.20
1 6 1.46 7.70 2.61 2.43 0.20
1 6 1.57 7.72 2.53 2.29 0.20
1 6 1.68 7.74 2.46 2.16 0.21
1 6 1.79 7.76 2.39 2.04 0.21
1 6 1.90 7.78 2.32 1.93 0.21
1 6 2.01 7.80 2.25 1.82 0.22
1 6 2.12 7.82 2.19 1.72 0.22
1 7 2.12 7.54 2.05 1.20 0.80
1 7 2.16 7.60 2.04 1.18 0.81
1 7 2.19 7.65 2.03 1.17 0.81
1 7 2.23 7.69 2.01 1.15 0.81
1 7 2.26 7.73 2.00 1.13 0.82
1 7 2.30 7.76 1.99 1.12 0.82
1 7 2.33 7.79 1.98 1.10 0.83
1 7 2.37 7.82 1.97 1.09 0.83
1 7 2.40 7.84 1.95 1.07 0.83
1 7 2.44 7.86 1.94 1.06 0.84
1 7 2.47 7.88 1.93 1.05 0.84
1 8 2.47 7.88 1.93 1.05 0.84
1 8 2.80 7.92 1.83 0.97 0.88
1 8 3.13 7.95 1.74 0.89 0.92
1 8 3.46 7.97 1.66 0.83 0.96
1 8 3.79 7.98 1.58 0.77 1.00
1 8 4.12 8.00 1.51 0.72 1.04
1 8 4.45 8.01 1.45 0.68 1.08
1 8 4.78 8.02 1.39 0.64 1.12
1 8 5.11 8.04 1.34 0.60 1.16
1 8 5.44 8.05 1.29 0.57 1.20
1 8 5.77 8.05 1.24 0.54 1.24
I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I

,t9v r N�?-N - Q. I Ata.
SUMMER
QEFF=0.005 MGD, PROP #2
' Discharger
Receiving Stream
MODEL RESULTS
: E. BEND ELEM SCHOOL
: UT LOGAN CREEK
The End D.O. is
The End CBOD is
The End NBOD is
8.06 mg/l.
1.25 mg/1.
0.50 mg/l.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
DO Min
WLA WLA
CBOD NBOD
(mg/1) Milepoint Reach # (mg/1) (mg/1)
7.08 0.20 3
0.00 0.00
0.00 0.00
45.00 45.50
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
WLA
DO Waste Flow
(mg/1) (mgd)
0.00 0.00000
0.00 0.00000
0.00 0.00500
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000

SUMMER
QEFF=0.005 MGD, PROP #2
I
Seg # I Reach # I Seg Mi I D.Q. I CBOD I NBOD I Flow I
1 1 0.00 7.44 2.00 1.00 0.04
1 1 0.01 7.53 1.99 1.00 0.04
1 1 0.02 7.61 1.98 0.99 0.04
1 1 0.03 7.68 1.97 0.99 0.04
1 1 0.04 7.74 1.97 0.98 0.04
1 1 0.05 7.79 1.96 0.98 0.04
1 1 0.06 7.84 1.95 0.97 0.04
1 1 0.07 7.88 1.94 0.97 0.04
1 1 0.08 7.91 1.93 0.97 0.04
1 1 0.09 7.94 1.93 0.96 0.04
1 1 0.10 7.97 1.92 0.96 0.04
1 2 0.10 7.97 1.92 0.96 0.04
1 2 0.11 7.97 1.91 0.95 0.04
1 2 0.12 7.97 1.90 0.95 0.04
1 2 0.13 7.97 1.90 0.95 0.04
1 2 0.14 7.97 1.89 0.94 0.04
1 2 0.15 7.97 1.88 0.94 0.04
1 2 0.16 7.96 1.88 0.93 0.04
1 2 0.17 7.96 1.87 0.93 0.05
1 2 0.18 7.96 1.86 0.93 0.05
1 2 0.19 7.96 1.86 0.92 0.05
1 2 0.20 7.96 1.85 0.92 0.05
1 3 0.20 7.08 5.48 4.64 0.09
1 3 0.24 7.17 5.36 4.51 0.10
1 3 0.28 7.24 5.25 4.38 0.10
1 3 0.33 7.30 5.14 4.25 0.10
1 3 0.37 7.36 5.04 4.13 0.10
1 3 0.41 7.40 4.93 4.02 0.10
1 3 0.45 7.44 4.83 3.90 0.10
1 3 0.49 7.48 4.73 3.80 0.10
1 3 0.54 7.51 4.64 3.69 0.10
1 3 0.58 7.53 4.55 3.59 0.11
1 3 0.62 7.56 4.46 3.49 0.11
1 4 0.62 7.54 4.07 3.10 0.13
1 4 0.65 7.57 4.02 3.04 0.13
1 4 0.68 7.59 3.97 2.99 0.13
1 4 0.71 7.62 3.92 2.93 0.13
1 4 0.74 7.64 3.87 2.88 0.13
1 4 0.77 7.66 3.83 2.83 0.13
1 4 0.80 7.67 3.78 2.78 0.13
1 4 0.83 7.69 3.74 2.73 0.13
1 4 0.86 7.70 3.69 2.68 0.13
1 4 0.89 7.72 3.65 2.64 0.13
1 4 0.92 7.73 3.61 2.59 0.14
1 5 0.92 7.65 3.17 2.16 0.19
1 5 0.93 7.66 3.16 2.15 0.19
1 5 0.94 7.67 3.15 2.14 0.19
1 5 0.95 7.69 3.14 2.13 0.19
1 5 0.96 7.70 3.13 2.12 0.19
1 5 0.97 7.71 3.12 2.10 0.19
1 5 0.98 7.71 3.11 2.09 0.19
1 5 0.99 7.72 3.10 2.08 0.19
1 5 1.00 7.73 3.09 2.07 0.19
1 5 1.01 7.74 3.08 2.06 0.19
1 5 1.02 7.75 3.07 2.05 0.19
1 6 1.02 7.75 3.07 2.05 0.19

P
4
s f
1 6 1.13 7.76 2.97 1.93 0.19
1 6 1.24 7.77 2.88 1.82 0.19
1 6 1.35 7.79 2.79 1.72 0.20
1 6 1.46 7.80 2.70 1.63 0.20
1 6 1.57 7.82 2.62 1.54 0.20
1 6 1.68 7.83 2.54 1.46 0.21
1 6 1.79 7.85 2.47 1.38 0.21
1 6 1.90 7.87 2.40 1.31 0.21
1 6 2.01 7.88 2.33 1.24 0.22
1 6 2.12 7.90 2.26 1.18 0.22
1 7 2.12 7.57 2.07 1.05 0.80
1 7 2.16 7.62 2.06 1.04 0.81
1 7 2.19 7.67 2.05 1.02 0.81
1 7 2.23 7.71 2.03 1.01 0.81
1 7 2.26 7.74 2.02 0.99 0.82
1 7 2.30 7.78 2.01 0.98 0.82
1 7 2.33 7.81 2.00 0.97 0.83
1 7 2.37 7.83 1.98 0.96 0.83
1 7 2.40 7.86 1.97 0.94 0.83
1 7 2.44 7.88 1.96 0.93 0.84
1 7 2.47 7.90 1.95 0.92 0.84
1 8 2.47 7.90 1.95 0.92 0.84
1 8 2.80 7.93 1.85 0.85 0.88
1 8 3.13 7.96 1.75 0.80 0.92
1 8 3.46 7.98 1.67 0.74 0.96
1 8 3.79 7.99 1.59 0.70 1.00
1 8 4.12 8.01 1.52 0.66 1.04
1 8 4.45 8.02 1.46 0.62 1.08
1 8 4.78 8.03 1.40 0.58 1.12
1 8 5.11 8.04 1.35 0.55 1.16
1 8 5.44 8.05 1.29 0.52 1.20
1 8 5.77 8.06 1.25 0.50 1.24
I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I

SUMMER
QEFF=0.005 MGD, PROP #2
' Discharger
Receiving Stream
MODEL RESULTS
: E. BEND ELEM SCHOOL
: UT LOGAN CREEK
The End D.O. is
The End CBOD is
The End NBOD is
8.05 mg/l.
1.25 mg/1.
0.55 mg/l.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
DO Min
WLA WLA
CBOD NBOD
(mg/1) Milepoint Reach # (mg/1) (mg/1)
7.08 0.20 3
WLA
DO Waste Flow
(mg/1) (mgd)
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
45.00 90.00 0.00 0.00500
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000

SUMMER
QEFF=0.005 MGD, PROP #2
I
Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I
1 1 0.00 7.44 2.00 1.00 0.04
1 1 0.01 7.53 1.99 1.00 0.04
1 1 0.02 7.61 1.98 0.99 0.04
1 1 0.03 7.68 1.97 0.99 0.04
1 1 0.04 7.74 1.97 0.98 0.04
1 1 0.05 7.79 1.96 0.98 0.04
1 1 0.06 7.84 1.95 0.97 0.04
1 1 0.07 7.88 1.94 0.97 0.04
1 1 0.08 7.91 1.93 0.97 0.04
1 1 0.09 7.94 1.93 0.96 0.04
1 1 0.10 7.97 1.92 0.96 0.04
1 2 0.10 7.97 1.92 0.96 0.04
1 2 0.11 7.97 1.91 0.95 0.04
1 2 0.12 7.97 1.90 0.95 0.04
1 2 0.13 7.97 1.90 0.95 0.04
1 2 0.14 7.97 1.89 0.94 0.04
1 2 0.15 7.97 1.88 0.94 0.04
1 2 0.16 7.96 1.88 0.93 0.04
1 2 0.17 7.96 1.87 0.93 0.05
1 2 0.18 7.96 1.86 0.93 0.05
1 2 0.19 7.96 1.86 0.92 0.05
1 2 0.20 7.96 1.85 0.92 0.05
1 3 0.20 7.08 5.48 8.32 0.09
1 3 0.24 7.11 5.36 8.07 0.10
1 3 0.28 7.13 5.25 7.83 0.10
1 3 0.33 7.16 5.14 7.59 0.10
1 3 0.37 7.19 5.04 7.37 0.10
1 3 0.41 7.21 4.93 7.15 0.10
1 3 0.45 7.24 4.83 6.94 0.10
1 3 0.49 7.26 4.73 6.74 0.10
1 3 0.54 7.29 4.64 6.55 0.10
1 3 0.58 7.31 4.55 6.36 0.11
1 3 0.62 7.33 4.46 6.18 0.11
1 4 0.62 7.35 4.07 5.36 0.13
1 4 0.65 7.38 4.02 5.26 0.13
1 4 0.68 7.41 3.97 5.16 0.13
1 4 0.71 7.43 3.92 5.06 0.13
1 4 0.74 7.45 3.87 4.96 0.13
1 4 0.77 7.47 3.83 4.87 0.13
1 4 0.80 7.49 3.78 4.78 0.13
1 4 0.83 7.51 3.74 4.69 0.13
1 4 0.86 7.53 3.69 4.60 0.13
1 4 0.89 7.54 3.65 4.52 0.13
1 4 0.92 7.56 3.61 4.43 0.14
1 5 0.92 7.52 3.17 3.51 0.19
1 5 0.93 7.54 3.16 3.49 0.19
1 5 0.94 7.55 3.15 3.47 0.19
1 5 0.95 7.56 3.14 3.45 0.19
1 5 0.96 7.57 3.13 3.43 0.19
1 5 0.97 7.58 3.12 3.41 0.19
1 5 0.98 7.59 3.11 3.39 0.19
1 5 0.99 7.60 3.10 3.37 0.19
1 5 1.00 7.61 3.09 3.35 0.19
1 5 1.01 7.62 3.08 3.33 0.19
1 5 1.02 7.63 3.07 3.32 0.19
1 6 1.02 7.63 3.07 3.32 0.19

I
1
•
1 6 .1.13 7.63 2.97 3.12 0.19
1 6 1.24 7.64 2.88 2.93 0.19
1 6 1.35 7.65 2.79 2.76 0.20
1 6 1.46 7.67 2.70 2.60 0.20
1 6 1.57 7.69 2.62 2.45 0.20
1 6 1.68 7.71 2.54 2.31 0.21
1 6 1.79 7.73 2.47 2.18 0.21
1 6 1.90 7.76 2.40 2.06 0.21
1 6 2.01 7.78 2.33 1.94 0.22
1 6 2.12 7.80 2.26 1.84 0.22
1 7 2.12 7.54 2.07 1.23 0.80
1 7 2.16 7.59 2.06 1.21 0.81
1 7 2.19 7.64 2.05 1.20 0.81
1 7 2.23 7.68 2.03 1.18 0.81
1 7 2.26 7.72 2.02 1.16 0.82
1 7 2.30 7.75 2.01 1.15 0.82
1 7 2.33 7.78 2.00 1.13 0.83
1 7 2.37 7.81 1.98 1.12 0.83
1 7 2.40 7.84 1.97 1.10 0.83
1 7 2.44 7.86 1.96 1.09 0.84
1 7 2.47 7.88 1.95 1.07 0.84
1 8 2.47 7.88 1.95 1.07 0.84
1 8 2.80 7.91 1.85 0.99 0.88
1 8 3.13 7.94 1.75 0.91 0.92
1 8 3.46 7.96 1.67 0.85 0.96
1 8 3.79 7.98 1.59 0.79 1.00
1 8 4.12 8.00 1.52 0.74 1.04
1 8 4.45 8.01 1.46 0.69 1.08
1 8 4.78 8.02 1.40 0.65 1.12
1 8 5.11 8.03 1.35 0.61 1.16
1 8 5.44 8.04 1.29 0.58 1.20
1 8 5.77 8.05 1.25 0.55 1.24
Seg # I Reach # I Seg Mi I D.O. 1 CBOD I NBOD 1 Flow I

•
w,i1 1\11-3 _� - 13,INilQ„
SUMMER
QEFF=0.005 MGD, PROP #3
MODEL RESULTS
Discharger : E. BEND ELEM SCHOOL
Receiving Stream : UT LOGAN CREEK
The End D.O. is 8.05 mg/1.
The End CBOD is 1.26 mg/l.
The End NBOD is 0.53 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 7.42 0.62 4
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
0.00
0.00
0.00
45.00
0.00
0.00
0.00
0.00
0.00 0.00 0.00000
0.00 0.00 0.00000
0.00 0.00 0.00000
59.00 0.00 0.00500
0.00 0.00 0.00000
0.00 0.00 0.00000
0.00 0.00 0.00000
0.00 0.00 0.00000

SUMMER
QEFF=0.005 MGD, PROP #3
I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I
1 1 0.00 7.44 2.00 1.00 0.04
1 1 0.01 7.53 1.99 1.00 0.04
1 1 0.02 7.61 1.98 0.99 0.04
1 1 0.03 7.68 1.97 0.99 0.04
1 1 0.04 7.74 1.97 0.98 0.04
1 1 0.05 7.79 1.96 0.98 0.04
1 1 0.06 7.84 1.95 0.97 0.04
1 1 0.07 7.88 1.94 0.97 0.04
1 1 0.08 7.91 1.93 0.97 0.04
1 1 0.09 7.94 1.93 0.96 0.04
1 1 0.10 7.97 1.92 0.96 0.04
1 2 0.10 7.97 1.92 0.96 0.04
1 2 0.11 7.97 1.91 0.95 0.04
1 2 0.12 7.97 1.90 0.95 0.04
1 2 0.13 7.97 1.90 0.95 0.04
1 2 0.14 7.97 1.89 0.94 0.04
1 2 0.15 7.97 1.88 0.94 0.04
1 2 0.16 7.96 1.88 0.93 0.04
1 2 0.17 7.96 1.87 0.93 0.05
1 2 0.18 7.96 1.86 0.93 0.05
1 2 0.19 7.96 1.86 0.92 0.05
1 2 0.20 7.96 1.85 0.92 0.05
1 3 0.20 7.72 1.92 0.96 0.09
1 3 0.24 7.78 1.90 0.94 0.09
1 3 0.28 7.83 1.87 0.92 0.09
1 3 0.33 7.87 1.85 0.91 0.09
1 3 0.37 7.90 1.83 0.89 0.09
1 3 0.41 7.93 1.80 0.88 0.09
1 3 0.45 7.95 1.78 0.86 0.09
1 3 0.49 7.97 1.76 0.85 0.09
1 3 0.54 7.98 1.74 0.83 0.10
1 3 0.58 7.99 1.72 0.82 0.10
1 3 0.62 8.00 1.70 0.81 0.10
1 4 0.62 7.42 4.41 4.41 0.13
1 4 0.65 7.45 4.35 4.32 0.13
1 4 0.68 7.48 4.30 4.24 0.13
1 4 0.71 7.50 4.24 4.16 0.13
1 4 0.74 7.52 4.19 4.09 0.13
1 4 0.77 7.54 4.14 4.01 0.13
1 4 0.80 7.56 4.09 3.94 0.13
1 4 0.83 7.57 4.04 3.86 0.13
1 4 0.86 7.59 3.99 3.79 0.13
1 4 0.89 7.60 3.94 3.72 0.13
1 4 0.92 7.61 3.89 3.66 0.14
1 5 0.92 7.57 3.38 2.94 0.19
1 5 0.93 7.58 3.37 2.92 0.19
1 5 0.94 7.59 3.36 2.91 0.19
1 5 0.95 7.60 3.35 2.89 0.19
1 5 0.96 7.61 3.34 2.88 0.19
1 5 0.97 7.62 3.33 2.86 0.19
1 5 0.98 7.63 3.32 2.84 0.19
1 5 0.99 7.64 3.30 2.83 0.19
1 5 1.00 7.65 3.29 2.81 0.19
1 5 1.01 7.66 3.28 2.80 0.19
1 5 1.02 7.67 3.27 2.78 0.19
1 6 1.02 7.67 3.27 2.78 0.19

1 t
1 6 .1.13 7.67 3.16 2.62 0.19
1 6 1.24 7.68 3.06 2.47 0.19
1 6 1.35 7.70 2.96 2.32 0.20
1 6 1.46 7.71 2.87 2.19 0.20
1 6 1.57 7.73 2.78 2.07 0.20
1 6 1.68 7.75 2.70 1.95 0.21
1 6 1.79 7.77 2.62 1.84 0.21
1 6 1.90 7.79 2.54 1.74 0.21
1 6 2.01 7.81 2.46 1.65 0.22
1 6 2.12 7.83 2.39 1.56 0.22
1 7 2.12 7.55 2.11 1.15 0.80
1 7 2.16 7.60 2.09 1.14 0.81
1 7 2.19 7.65 2.08 1.12 0.81
1 7 2.23 7.69 2.07 1.11 0.81
1 7 2.26 7.73 2.05 1.09 0.82
1 7 2.30 7.76 2.04 1.08 0.82
1 7 2.33 7.79 2.03 1.06 0.83
1 7 2.37 7.82 2.02 1.05 0.83
1 7 2.40 7.84 2.00 1.04 0.83
1 7 2.44 7.86 1.99 1.02 0.84
1 7 2.47 7.88 1.98 1.01 0.84
1 8 2.47 7.88 1.98 1.01 0.84
1 8 2.80 7.92 1.88 0.93 0.88
1 8 3.13 7.95 1.78 0.86 0.92
1 8 3.46 7.97 1.69 0.80 0.96
1 8 3.79 7.98 1.62 0.75 1.00
1 8 4.12 8.00 1.54 0.70 1.04
1 8 4.45 8.01 1.48 0.66 1.08
1 8 4.78 8.02 1.42 0.62 1.12
1 8 5.11 8.04 1.36 0.59 1.16
1 8 5.44 8.05 1.31 0.56 1.20
1 8 5.77 8.05 1.26 0.53 1.24
I Seg # i Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I

SUMMER
QEFF=0.005 MGD, PROP #3
MODEL RESULTS
' Discharger : E. BEND ELEM SCHOOL
Receiving Stream : UT LOGAN CREEK
The End D.O. is 8.05 mg/l.
The End CBOD is 1.26 mg/l.
The End NBOD is 0.57 mg/1.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 7.42 0.62 4
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
45.00 90.00 0.00 0.00500
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000

SUMMER
QEFF=0.005 MGD, PROP #3
Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I
1 1 0.00 7.44 2.00 1.00 0.04
1 1 0.01 7.53 1.99 1.00 0.04
1 1 0.02 7.61 1.98 0.99 0.04
1 1 0.03 7.68 1.97 0.99 0.04
1 1 0.04 7.74 1.97 0.98 0.04
1 1 0.05 7.79 1.96 0.98 0.04
1 1 0.06 7.84 1.95 0.97 0.04
1 1 0.07 7.88 1.94 0.97 0.04
1 1 0.08 7.91 1.93 0.97 0.04
1 1 0.09 7.94 1.93 0.96 0.04
1 1 0.10 7.97 1.92 0.96 0.04
1 2 0.10 7.97 1.92 0.96 0.04
1 2 0.11 7.97 1.91 0.95 0.04
1 2 0.12 7.97 1.90 0.95 0.04
1 2 0.13 7.97 1.90 0.95 0.04
1 2 0.14 7.97 1.89 0.94 0.04
1 2 0.15 7.97 1.88 0.94 0.04
1 2 0.16 7.96 1.88 0.93 0.04
1 2 0.17 7.96 1.87 0.93 0.05
1 2 0.18 7.96 1.86 0.93 0.05
1 2 0.19 7.96 1.86 0.92 0.05
1 2 0.20 7.96 1.85 0.92 0.05
1 3 0.20 7.72 1.92 0.96 0.09
1 3 0.24 7.78 1.90 0.94 0.09
1 3 0.28 7.83 1.87 0.92 0.09
1 3 0.33 7.87 1.85 0.91 0.09
1 3 0.37 7.90 1.83 0.89 0.09
1 3 0.41 7.93 1.80 0.88 0.09
1 3 0.45 7.95 1.78 0.86 0.09
1 3 0.49 7.97 1.76 0.85 0.09
1 3 0.54 7.98 1.74 0.83 0.10
1 3 0.58 7.99 1.72 0.82 0.10
1 3 0.62 8.00 1.70 0.81 0.10
1 4 0.62 7.42 4.41 6.31 0.13
1 4 0.65 7.43 4.35 6.19 0.13
1 4 0.68 7.43 4.30 6.07 0.13
1 4 0.71 7.44 4.24 5.95 0.13
1 4 0.74 7.45 4.19 5.84 0.13
1 4 0.77 7.45 4.14 5.73 0.13
1 4 0.80 7.46 4.09 5.62 0.13
1 4 0.83 7.47 4.04 5.51 0.13
1 4 0.86 7.48 3.99 5.41 0.13
1 4 0.89 7.49 3.94 5.31 0.13
1 4 0.92 7.50 3.89 5.21 0.14
1 5 0.92 7.48 3.38 4.07 0.19
1 5 0.93 7.50 3.37 4.05 0.19
1 5 0.94 7.51 3.36 4.03 0.19
1 5 0.95 7.52 3.35 4.00 0.19
1 5 0.96 7.53 3.34 3.98 0.19
1 5 0.97 7.54 3.33 3.96 0.19
1 5 0.98 7.55 3.32 3.94 0.19
1 5 0.99 7.56 3.30 3.91 0.19
1 5 1.00 7.56 3.29 3.89 0.19
1 5 1.01 7.57 3.28 3.87 0.19
1 5 1.02 7.58 3.27 3.85 0.19
1 6 1.02 7.58 3.27 3.85 0.19

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
I Seg #
I
t r
6 t '1.13 7.57 3.16 3.62 0.19
6 1.24 7.57 3.06 3.40 0.19
6 1.35 7.59 2.96 3.20 0.20
6 1.46 7.61 2.87 3.01 0.20
6 1.57 7.63 2.78 2.83 0.20
6 1.68 7.65 2.70 2.67 0.21
6 1.79 7.68 2.62 2.52 0.21
6 1.90 7.70 2.54 2.37 0.21
6 2.01 7.72 2.46 2.24 0.22
6 2.12 7.75 2.39 2.11 0.22
7 2.12 7.52 2.11 1.31 0.80
7 2.16 7.58 2.09 1.29 0.81
7 2.19 7.63 2.08 1.27' 0.81
7 2.23 7.67 2.07 1.25 0.81
7 2.26 7.71 2.05 1.23 0.82
7 2.30 7.74 2.04 1.22 0.82
7 2.33 7.77 2.03 1.20 0.83
7 2.37 7.80 2.02 1.18 0.83
7 2.40 7.82 2.00 1.17 0.83
7 2.44 7.85 1.99 1.15 0.84
7 2.47 7.87 1.98 1.14 0.84
8 2.47 7.87 1.98 1.14 0.84
8 2.80 7.90 1.88 1.04 0.88
8 3.13 7.93 1.78 0.96 0.92
8 3.46 7.96 1.69 0.89 0.96
8 3.79 7.97 1.62 0.83 1.00
8 4.12 7.99 1.54 0.77 1.04
8 4.45 8.00 1.48 0.72 1.08
8 4.78 8.02 1.42 0.68 1.12
8 5.11 8.03 1.36 0.64 1.16
8 5.44 8.04 1.31 0.60 1.20
8 5.77 8.05 1.26 0.57 1.24
Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I

t
•
MODEL RESULTS
' Discharger : E. BEND ELEM SCHOOL
Receiving Stream : UT LOGAN CREEK
WINTER
QEFF=0.005 MGD, BOD5=30 MG/L
NH3-N=20 MG/L
The End D.O. is 10.19 mg/l.
The End CBOD is 1.73 mg/l.
The End NBOD is 0.96 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mg(i)
Segment 1 8.90 0.00 1
Reach 1
. Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
45.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
90.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 0.00500
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000

I Seg
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
# I Reach #
1
1
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
3
3
3
3
3
4
4
4
4
4
4
4
4
4
4
4
5
5
5
5
5
5
5
5
5
5
5
6
I Seg Mi I
0.00
0.01
0.02
0.03
0.04
0.05
0.06
0.07
0.08
0.09
0.10
0.10
0.11
0.12
0.13
0.14
0.15
0.16
0.17
0.18
0.19
0.20
0.20
0.24
0.28
0.33
0.37
0.41
0.45
0.49
0.54
0.58
0.62
0.62
0.65
0.68
0.71
0.74
0.77
0.80
0.83
0.86
0.89
0.92
0.92
0.93
0.94
0.95
0.96
0.97
0.98
0.99
1.00
1.01
1.02
1.02
D.O.
8.90
9.03
9.15
9.26
9.35
9.44
9.52
9.59
9.65
9.70
9.75
9.75
9.76
9.76
9.77
9.78
9.78
9.79
9.79
9.80
9.80
9.81
9.57
9.66
9.73
9.79
9.83
9.88
9.91
9.94
9.97
9.99
10.01
9.89
9.92
9.95
9.97
9.99
10.01
10.02
10.04
10.05
10.06
10.07
9.86
9.88
9.89
9.90
9.91
9.92
9.93
9.94
9.95
9.96
9.97
9.97
I CBOD
3.77
3.76
3.74
3.73
3.71
3.70
3.68
3.66
3.65
3.64
3.62
3.62
3.61
3.59
3.58
3.56
3.55
3.54
3.52
3.51
3.50
3.48
2.82
2.79
2.77
2.75
2.73
2.70
2.68
2.66
2.64
2.62
2.60
2.51
2.49
2.48
2.47
2.46
2.45
2.44
2.43
2.42
2.41
2.40
2.29
2.29
2.29
2.29
2.28
2.28
2.28
2.27
2.27
2.27
2.27
2.27
WINTER
QEFF=0.005 MGD, BOD5=30 MG/L
NH3-N=20 MG/L
I NBOD I Flow I
4.67 0.19
4.65 0.19
4.62 0.19
4.59 0.19
4.57 0.19
4.54 0.19
4.51 0.19
4.49 0.20
4.46 0.20
4.44 0.20
4.41 0.20
4.41 0.20
4.39 0.20
4.36 0.20
4.34 0.20
4.31 0.20
4.29 0.20
4.26 0.21
4.24 0.21
4.21 0.21
4.19 0.21
4.17 0.21
2.75 0.38
2.71 0.38
2.68 0.39
2.64 0.39
2.61 0.40
2.58 0.40
2.55 0.41
2.52 0.41
2.49 0.42
2.46 0.42
2.43 0.43
2.20 0.51
2.19 0.51
2.17 0.51
2.16 0.52
2.14 0.52
2.13 0.52
2.11 0.53
2.10 0.53
2.09 0.53
2.07 0.54
2.06 0.54
1.78 0.73
1.78 0.73
1.78 0.73
1.77 0.73
1.77 0.73
1.77 0.73
1.76 0.74
1.76 0.74
1.76 0.74
1.76 0.74
1.75 0.74
1.75 0.74

z ,
1 6 "1.13 10.01 2.24 1.72 0.75
1 6 1.24 10.04 2.22 1.69 0.76
1 6 1.35 10.07 2.19 1.66 0.78
1 6 1.46 10.09 2.17 1.63 0.79
1 6 1.57 10.10 2.14 1.60 0.80
1 6 1.68 10.11 2.12 1.57 0.81
1 6 1.79 10.12 2.10 1.54 0.82
1 6 1.90 10.13 2.08 1.52 0.84
1 6 2.01 10.13 2.06 1.49 0.85
1 6 2.12 10.14 2.03 1.47 0.86
1 7 2.12 9.54 2.01 1.14 2.81
1 7 2.16 9.60 2.01 1.14 2.82
1 7 2.19 9.66 2.00 1.14 2.84
1 7 2.23 9.71 2.00 1.13 2.85
1 7 2.26 9.76 2.00 1.13 2.86
1 7 2.30 9.80 1.99 1.13 2.87
1 7 2.33 9.84 1.99 1.12 2.89
1 7 2.37 9.87 1.98 1.12 2.90
1 7 2.40 9.90 1.98 1.12 2.91
1 7 2.44 9.93 1.98 1.12 2.92
1 7 2.47 9.96 1.97 1.11 2.94
1 8 2.47 9.96 1.97 1.11 2.94
1 8 2.80 10.05 1.94 1.09 3.06
1 8 3.13 10.10 1.91 1.08 3.17
1 8 3.46 10.13 1.89 1.06 3.29
1 8 3.79 10.15 1.86 1.04 3.41
1 8 4.12 10.16 1.84 1.03 3.53
1 8 4.45 10.17 1.81 1.01 3.65
1 8 4.78 10.18 1.79 1.00 3.77
1 8 5.11 10.18 1.77 0.99 3.89
1 8 5.44 10.18 1.75 0.97 4.01
1 8 5.77 10.19 1.73 0.96 4.12
Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I

d
MODEL RESULTS
Discharger : E. BEND ELEM SCHOOL
Receiving Stream : UT LOGAN CREEK
ff 0 42
WINTER
QEFE=0.005 MGD, BOD5=30 MG/L
NH3-N=20 MG/L
The End D.O. is 10.19 mg/l.
The End CBOD is 1.73 mg/1.
The End NBOD is 0.96 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 9.28 0.00 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
45.00 90.00 0.00 0.00500
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000

t •
MODEL RESULTS
Discharger : E. BEND ELEM SCHOOL
Receiving Stream : UT LOGAN CREEK
PgoP
WINTER
QEFF=0.005 MGD, BOD5=30 MG/L
NH3-N=20 MG/L
The End D.O. is 10.19 mg/l.
The End CBOD is 1.73 mg/l.
The End NBOD is 0.97 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 9.28 0.00 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
Reach 7
Reach 8
0.00
0.00
0.00
45.00
0.00
0.00
0.00
0.00
0.00 0.00 0.00000
0.00 0.00 0.00000
0.00 0.00 0.00000
90.00 0.00 0.00500
0.00 0.00 0.00000
0.00 0.00 0.00000
0.00 0.00 0.00000
0.00 0.00 0.00000