NC0075027_Wasteload Allocation_19881007

NPDES WASTE LOAD ALLOCATION — 7
Modeler D
NCoO %502-7 ate Rec. •
PERMIT NO.: —�
FACILITY NAME: l�o n ���✓o�t� ✓
Facility Status:
EXNFM (NtOPOsm
(circle one)
Permit Status:
REltfslVAL 10000ICA7M UNPERIOU!"IM
(raw 1
(Circle one)
Major Ninor^
Pipe No:
001
Design Capacity (MGD): 0,,. C 45
Domestic (X
of Flow): (00
Industrial (X
of Flow): 0
Comments:�1-
� V- Ly
2z-as- 14-!
RECEIVING STREAM: "'Or
Class: C
Sub -Basin: D 3 — 02 —D(
r4..�
Reference USGS Quad: G fg N (pliass attach)
County: For•sy4 l,.
Regional Office: As Fa Me Ra We Wi WS
(circle one) 1 flI
JVII { SnGwYlly 7Zcgv
Requested By: Date:_
Prepared By: ,1UW,1AW%%ttw Date: to -
Reviewed By: 1` '' Date:
( I 7J
i
Drainage Area (mid) I. 11 Avg. Streamflow (cfs): _?-
7Q10 (cfs)! ', 5Winter 7Q10 (cfs) o-Z- 30Q2 (cfs) 0- Z
Toxicity Limits: IWC_
Instream Monitoring:
% (circle one) Acute / Chronic
Parameters ^T¢� / D O Co^�• k Qc�1 LollEor�+
Upstream Location I" } 01Love 4\4 •t s oleg4
Downstream�Lpcation A-4 UCs/Z t 9-iq
1=rec�.a.�.�c:v�; `llI•� dduv�r�s�v�n��( pr- �-
1�o.n-vh--'CUov- liar
Effluent
Characteristics
Summer
Winter
SODS (mg/1)
11
Z 2
NHS N (mg/0
-1
1 `i
D.O. (mg/0
S
S•
TSS (mg/1)
3 O
3 �0
F. Col. (/100ml)
l 0 0,0
4000
pH (SU)
Comme

ENGINEERING PROPOSAL
NPDES PERMIT APPLICATION
R. DON CAIN PROPERTY
FORSYTH COUNTY, NORTH CAROLINA
A. OVERVIEW
The R. Don Cain Property is a single family development
located north of the town of Walkertown in Forsyth County, North
Carolina. The first two phases of this development are all but
"built -out" at this time. Approximately 95 acres of the initial
214 acre tract remain to be developed in Phase Three and Phase
Four. If the remaining two phases are to be developed, a central
sewerage system must be provided, because the Forsyth County
Environmental Health Department has begun to disapprove lots for
septic tanks in mass.
All lots developed or sold thus far in Phases One and Two
have used septic tanks for wastewater disposal. Fifty lots
included in Phase Three were recently approved by the Forsyth
County Planning Board. However, soils on the lots in Phase Three
have been determined to be unacceptable for septic tanks. Soils
in future Phase Four and in Phase Three are similar. It is
anticipated that only a small number of additional lots would be
e"111) approved for septic tanks. Without a central sewerage system
having a treated discharge, development of the R. Don Cain
Property will die in mid -stream, causing severe hardship to the
Owner.
Combined, Phases Three and Four are projected to have 94
lots. In order to serve those lots in Phases One and Two
previously disapproved for septic tanks, one should add
approximately 30 lots. Thus, the total number of lots projected
to need service from a central sewerage system is 125. The daily
average flow rate from 125 single family residences with three
bedrooms is 45,000 gallons per day.
B. WASTEWATER CHARACTERISTICS
Only domestic wastewater is to be treated; therefore, the
following characteristics for domestic wastewater apply to the R.
Don Cain Property:
r

M
Parameter Limits
Flow 0.045MGD
BOD 250 mg/1
NH3N 25 mg/1
TSS 150 mg/1
pH 6.8 - 7.0
C. PROPOSED TREATMENT WORKS
The proposed treatment works will be designed in detail
after the NPDES Permit is issued. A request for Authorization to
Construct will be submitted then, accompanied by detailed plans
and specifications.
However, the following conceptual plan is proposed as part
of this Application for NPDES Permit:
1} Raw wastewater characteristics as identified in
Part B. above,
2) Preliminary treatment consisting of a bar screen,
3) Dual biological contact basins (extended aeration) with
approximately 22,500 gallons capacity and dual blowers,
4) Dual Final Clarifiers,
5) Disinfection and reaeration, and
6) Sludge holding/digestion.
These treatment units would typically be obtained in a
premanufactured system such as manufactured by CLOW and others.
A typical system is provided in the attached sketches. The dual
unit concept would be applied throughout the plant design.
D. PROJECTED EFFECT OF DISCHARGE
The proposed wastewater treatment plant will be designed to
meet eventual NPDES Permit Discharge Limitations and any special
conditions. It is anticipated, moreover, that water quality
standards applicable to the receiving stream (Ader Creek) will
require a significant ammonia (NH3-H) reduction in the treated
discharge. The Permit (wasteload allocation) is anticipated to
require nitrification. The proposed treatment scheme is capable
of consistently achieving nitrification. Provision of dual units
will also enhance reliability of treatment. Therefore, no impact
would result to the assigned best usage of Ader Creek, a Class C
stream in the Roanoke River basin.

r .
1•
Lick Creek is the main creek in this watershed tributary to
=� the Dan River. Fortunately, the confluence of Ader Creek (the
proposed receiving stream) and Lick Creek occurs less than one
mile downstream from the proposed discharge point. The addition
of water from Lick Creek to Ader Creek, which would contain the
treated discharge, will further reduce the possibility of any
impact of the receiving stream.
Such being the case, the Permit should be issued.
E. SCALE LOCATION PLAN
A copy of a portion of the USGS Quad Map titled, "Walkertown
Quadrangle" (C18NW) has been included herein. This extracted map
contains the location of the proposed discharge point as well as
other nearby topographical features.
F. TREATMENT WORKS PLOT PLAN
A proposed subdivision plat
(Phases Three and Four) of this
pocket enclosure. The proposed
been depicted on Lot No. 136 of
G. CAPABILITY STATEMENT
for the remaining two phased
development can be found in the
treatment plant plot plan has
Phase Four.
/00111) In order to meet requirements of the Forsyth County
Subdivision Ordinance, a final subdivision plat must contain
approval for septic tanks from the Forsyth County Environmental
Health Department. Or, a central sewerage system must be in
place. Mr. Cain will have had to complete construction of the
central sewerage system before lots to be served can be sold.
It is the intention of Mr. Cain to turn over the proposed
sewerage system to a certified utilities company for ownership
and operation. The North Carolina Utilities Commission will have
jurisdiction over the sewerage system.
Thus, both the construction plus the operation and
maintenance of the proposed sewerage system will progress in such
a way that compliance with a Permit to discharge will be
reasonably assured.
Mr. Cain has had no previous Permits(s) for wastewater
discharges. There is not history of non-compliance.

tl",\
INFLUENT
SUPERNATANT
BAR SCREEN s
SPLITTER BOX
AEROBIC
SLUDGE
DIGESTOR &
HOLDING TANK
1
DUAL EXTENTED
122r5OO
AERATION BASINS r
22,500 GAL. GAL.
CAPACITY CAPACITY
WASTE SLUDGE LINE
DUAL CLARIFIERS
CHLORINATOR
CHLORINE CONTACT BASIN
--�
INSTRUMENTED FLOW`
MEASUREMENT
_ ............... ---
REAERATION UNIT
EFFLUENT DISCHARGE
ADER CREEK
PROPOSED TREATMENT
SCHEMATIC
R. DON CAIN PROPERTY
(A SINGLE FAMILY DEVEL.)
IWOJEK & RADFORD 08/01/88

tL
1..r w
LEVI
ANODE
COMBINATION
Flow CONTROL
INTERNAL STRUC'
REINFORCEMENT
SECTION X X
P
SLUDGE LINE [SERVICE GRATING BAFFLE FOR INLET PORT
AND WALKWAY PER Of SETTLING TANK
PRINT NO.
`RAFFLE
r, DIA. INFLUENT
PIPE WIT" 1'-G'
GROUT RING
Y,
SUPERNATE WE
C
CIOw DIFFUSER DROP
SPACED ON I'.D" CENTERS
PIaN VfEW
COMMUNITOR AND
SUBMERGED BAR SCREEN
(WHEN REOUtRED)
T. S r—X
s'RAiFI ..
�—X
A—
sEv1GN Y Y
\ V DIA. EFFLUENT
►I►E WITH 1'-0"
GROUT RING
Y
CHLORINATOR MOUSING
51OWERS AND MOTORS ARE
IN TOTALLY
EFFLUENT TROUGH
MOUNTED
ENCLOSED HOUSINGS
Wiy" ADJUSTABLE
WEIRS
Z ---I
r•r
4
N CEAmmER
1 SKIMMER
AIR IS".
SLUDGE
LINE
\ �� / M
Z� r DRAIN PtUG
PAD SURFACE
fey OIMFRSI
/CONTROL ENCIOSURE
AIR IINE INLET PORI
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• EP I - ExWirg Iran Pon
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"I, CERTIFY THAT ON t
WE N\APPIM tHE PROPERTY S14O 1N 0*
THIS PLAT:
ILr
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N CAIN
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PHASE THREE
STATE - FATE .
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. ' ME IR5�5FEiiliFRi +a'V1��G,:I iY VUX-lt4t lV?2 ! 1 / �1! ).." —X

Request No. :4810
--------------------- WASTELOAD ALLOCATION APPROVAL FORM
Perri -sit Number Number
: NC0075027
Facility Name
: R. DON CAIN PROPERTY
Type of Waste
: DOMESTIC
.
Status
: PROPOSED
Receiving Stream
: ADER CREEK
Stream Class
: C
Subbasin
: 030201
County
: FORSYTH
Drainage Area
(sq mi)
Regional Office
: WINSTON-SALEM
Average Flow
(cfs)
: 1.2
Requestor
: JULE SHANKLIN
Summer 7Q10
(cfs)
: 0.075
Date of Request
: 082288
Winter 7010
(cfs)
: 0.2
Quad
: C 18 NW
30Q2
(cfs)
: 0.2
------------------------- RECOMMENDED EFFLUENT LIMITS
SUMMER wiNr*rER
WINTER
Wasteflow
(mgd}x
0.045
0.045
�- J�
5-Day BOD
( Fri g/l):
11
22
����`0����U��� 1
«»8���8�U�«���
Ammonia Nitrogen
(mg/l>:
7
14
Dissolved Oxygen
(mg/l):
5
5
' OCT�����
--' �www
TSS
(mg/l>:
30
30
Fecal Coliform (#/100ml):
1000
1000
��om
,~.'",7�� N�
—~^`��o,~
pH
(SU):
6 - 9
6 _ 9
/
TO_
19.99
THE FOLLOWING INSTREAM PARAMETERS SH o TEMP., DO, COND.,
FECAL COLIFORM AND BOD5. MONITORING FREQUENCI LD BE WEEKLY DURING
SUMMER PERIOD (APR - OCT) AND MONTHLY DURING WINTER PERIOD (NOV - MAR ).
Recommended by Date
Reviewed by:
�ech.�,�7Support Superviso / Date~,�__
Regional Superviso Date
Permits & Erigineering _ _ Date
. .~
RETURN TO TECHNICAL SERVICES BY _D��_���.
'~ - '""u

SUMMER
FINAL
MODEL RESULTS
Discharger R. DON CAIN PROPERTY
Receiving Stnream . ADER CREEK
------------------------------------------------------------------------
The End D.O. is 5.64 mg/l.
The End CBOD is (.-),.69 mg/ l.
The End NBOD is 0.22 mg/l.
WLA
WLA
WLA
DO Min CBOD
NBOD
DO
Waste Flow
(mg/1) Milepoint Reacki # (mg / I
(mg/1)
(mg/.l.)
(rngd)
Segment
1
5. 0 1 1.91 6
Reach
1
16.50
31.50
5.00
0.04500
Reach
2
0. 00
C). C)o
0. 00
0. 00000
Reach
1
9
0. 00
0. 00
0. 00
0. 00000
P. e a c h
4
() „ 0C)
0 " 00
0 " 00
0 1, 00000
Reach
5
0 - 00
0. (" Jo
0. 00
0. 00000
Reach
6
0. 00
0.00
0. 00
0. 00000

MODEL SUMMARY DATA .� �•�
z
Discharger rargcr n R « DON i AJ: N i=`RrJPEi=tTY SUbba i.ri n 03020
Rece i v i rig Stream u ADER r1= EEI-. Stream Class: C
SUrnmer 7Q10 0«075 Winter 70:10 n 0.2
"ENGTH1 SLOPE VELOCITY 1 DEPTHI Kd 1 Kd 1 Ka 1 Ka 1 KH 1 KN 1 KHR 1 KNR 1
1 Bile 1 ft/mil fps 1 ft Wesigni 3804 Wesigni 3801 idesigni 3200 Wesigni 3801 1
Segment 1 1 0.361 55.501 0.100 1 0.34 1 0.48 1 0.38 111.14 1 9.991 0.73 1 0.50 0.73 1 0.00 ;
Reach 1,
I
-------------------------------`------------------------------ --... ------------------------------------
1 1 ! 1 t r ! t } 1 ! 1 !
Segment 1 1 0.801 28.601 0.100 0.37 1 0.40 1 0.32 5.74 5.151 0.73 1 0.50 1 0.73 1 0.00
Reach P 1 1 1 1 1 1 1 1 1 11
-----------------------------------------------------------------------------------------------------
1 I I 1 , I I , I , I , f
1 1 } 1 1 I I 1 } 1 I 1 1
Segment 1 1 0.501 28.601 0.100 1 0.46 1 0.37 1 0.89 1 5.74 1 5.151 0.73 1 0.50 1 0.73 1 0.00 1
Reach 3 1 1 1 1 1 1 1 1 1 1 1 1 1
------------------------------------------------------------------------------------------------------
1
Begment 1 1 0.251 40.001 0.107 1 0.46 1 0.41 1 0.32 1 8.60 1 7.72i 0.73 1 0.50 1 0.73 1 0.00 1
Reach 4 1 1 1 1 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
1
Segeent 1 1 0.551 15.401 0.100 1 0.49 1 0.33 1 0.26 1 3.09 1 2.771 0.44 1 0.30 1 0.44 1 0.00 1
Reach 5 1 1 1 1 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
Segment 1 1 0.101 15.401 0.001 1 3.00 1 0.85 1 0.80 1 0.8' 1 0.801 0.44 1 0.30 1 0.44 1 0.00 1
Reach 6 1 1 1 1 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
1
1
c�� 1
Segment 1 Reach :1
Waste 1
0. 07 0 1
1.4eadwaters f
0„ i��7. * t
"!"r ibUtary 1
0 «;:)00 1
Segri' Brit :1 Rezic i-'s 2
Tribu•wary 1 0«0()0 1
frig! 1
1 mg/ 1 1
mg11 1
Waste 1 {_) « 000
1
Tr i.butary 1 0 «075 i
2. 000 1 1 « 000 1 7.440

Segment I Reach 4
Warte �y1 i 0 00C) i 0. 0t00 i C-} .� 00�0 11 0. ;00
T15ry"sbutw{1+y i 0.000 1 E2 tt 0T+..�0 1 1. ���1� }` } } J w {.�}�4w3
Runoff t 0 ., 060 11 2.000 01. 0007.440
Segment 1 Reach 5 r r
Tributary 1 0. 000 i 2. 000 1 n 000 7.440
- - Runoff 0.060 ; 2. 000 1.000 1 7.440
Segment 1 Reach 6 {r1
+�zai.w' t {mot } �� )t } H 00 } w 0k. 0 } C) a 000 i 0 n C)C}C)
Tributary 0. Cap= 0 1 2. 000 1 ., 000 7.. 440
Runoff 0.000 i 2. 000 1 A C)00 7. 440
* Runoff flow is in cfs/mile

w
^
SUMMER
' /
FINAL
| Seg #
| Reach #
/ Seg Mi |
D.O. |
CBOD |
NBOD |
Flow |
/ 1
1
0.00
6.26
8.99
15.70
0.14
1
1
0.06
6.53
8.45
14.50
0.15
1
1
0.12
6.73
7.98
13.43
0.16
1
1
0.18
6.87
7.55
12.47
0.17
1
1
0.24
6.99
7.16
11.61
0.18
1
1
0.30
7.09
6.81
10.84
0.19
1
1
0.36
7.17
6.49
10.14
0.20
1
2
0.36
7.17
6.49
10.14
0.20
1
2
0.41
7.08
6.26
9.61
0.20
1
2
0.46
7.03
6.04
9.11
0.21
1
2
0.51
6.99
5.84
8.65
0.22
1
2
0.56
6.97
5.65
8.23
0.22
1
8
0.56
7.09
4.73
6.41
0.30
1
8
0.66
7.12
4.57
6.02
0.30
1
3
0.76
7.16
4.42
5.67
0.81
1
8
0.86
7.20
4.28
5.33
0.32
1
3
0.96
7.24
4.14
5.02
0.32
1
3
1.06
7.29
4.01
4.73
0.33
1
4
1.06
7.29
4.01
4.73
0.33
1
4
1.11
7.37
3.95
4.60
0.33
1
'4
1.16
7.44
8.88
4.47
0.33
1
4
1.21
7.50
3.82
4.35
0.34
1
4
1.26
7.55
3.76
4.23
0.34
1
4
1.31
7.58
3.70
4.12
0.34
1
5
1.31
7.58
8.70
4°12
0.34
1
5
1.36
7.56
3.65
4.08
0.35
1
5
1.41
7.53
3.60
8.95
0.35
1
5
1.46
7.51
3.55
3.88
0.35
1
5
1.51
7.50
3.50
8.80
0.36
1
5
1.56
7.48
3.46
3.73
0.36
1
5
1.61
7.47
3.41
3.65
0.36
1
5
1.66
7.47
3.36
3.58
0.36
1
5
1.71
7.46
8.82
3.52
0.37
` 1
5
1.76
7.46
8.28
3.45
0.37
1
5
1.81
7.45
3.23
8.38
0.37
1
5
1.86
7.45
3.19
3.32
0.88
1
6
1.86
7.45
3.19
8.32
0.88
1
6
1.91
5.01
1.48
0.86
0.38
1
6
1.96
5.64
0.69
0.22
0.38
1 Seg #
| Reach #
| Seg Mi |
D.O. |
CBOD |
NBOD |
Flow |
/
`/

WINTER
FINAL
PIODEL RESULTS
Discharger
:
R" DON CAIN PROPERTY
Receiving Stream
:
ADER CREEK
--------------------------------------------------------------------------
The End
D.O.
is
6.89
mg/l.
The End
CBOD
is
1.70
mg/l.
The End
____-___________________________________________________________~-_--___
NBOD
is
1.87
mg/l.
WLA
WLA
WLA
DO
Min
CBOD
NBOD
DO
Waste Flow
(mg/l)
____
M1lepoint Reach #
_________
(mg/l)
(mg/l)
<mg/l)
(mgd)
Segment
1
6,39
1.96 6
Reach
1
33.00
68.00
5.00
0.04500
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
Reach
5
0.00
0.00
0.00
0.00000
Reach
6
0.00
0.00
0.00
0.00000

MODEL. SUMMARY DATA
D i. c 1) rc �._ �3 tom, )._ ,, t ,. DO1'�1 ("'A "i :1\1 �� �::,; C31=' 1: 1 f 1" 1' t..t b b a s 3. )-� u 03020 i
Receivirite} Strceam n ADER CREEP" str-cryiztm Class;, C
Desigyi Temperature-. 14.
1LEN6THI SLOPE! VELOCITY 1 DEPTH! Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNR 1 KNR 1
1 wile 1 ftlmi: fps 1 ft Nesign: 8800 ldesignl 2801 Nesignl 3204 Wesignl M* 1
Segment 1 1 0.361 55.501 0.149 1 0.37 1 0.34 1 0.44 113.07 1 14.901 0.38 t 0.50 1 0.33 t 0.00
Reach 1 1 1 11 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
1 1 I 1 , 1 1 1
1 1
Segment 1 1 0.E01 28.601 0.134 1 0.42 1 0.86 1 0.34 1 6.06 1 6.911 0.32 1 0.50 1 0.38 1 0.00 1
n t
Reach c I
Segment 1 1 0.501 28.60: 0.156 1 0.51 1 0.25 1 0.33 1 7.05 1 8.041 0.38 1 0.50 1 0.32 1 0.00 1
Reach 3 1 1 1 1 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
Segment 1 1 0.251 40.001 0.172 1 0.49 1 0.89 1 0.38 110.89 1 18.401 0.38 1 0.50 1 0.32 1 0.00 1
Reach 4 i
! , J 1 1 I I I 1
1 J 1 ,
I 1 1 ! 1 r 1 1 1 t i 1 i
Segment 1 1 0.551 15.401 0.131 1 0.59 1 0.20 1 0.87 1 3.19 1 3.631 0.17 1 0.30 1 0.19 1 0.00 1
Reach 5 J 11 7 I 1 1 11 11 ,, ti t1 ,I 1
, I 1
-----------------------------------------------------------------------------------------------------
1
Segment 1 1 0.101 15.401 0.001 1 3.00 1 0.15 1 0.80 1 0.18 1 0.80: 0.19 1 0.30 1 0.19 1 0.00 1
l , I 1 ! I I 1 1 1 I 1 J
Reach 6 1 f 1 I I 11 1 1 1 1
-----------------------------------------------------------------------------------------------------
i 1=1. ow i C B 0 D i IN B 0 D i
Segment :1 1R eatrh J.
Headwaters: 0.20t) 1 2. 000 1 1 rt 0 0t�> 1
Tr- i hUtrB)-y 1 {») 4 w);»)C) 1 2. 000 1 1.; 00 1
RU3-Ic1ff i 0„ 200 1 20 0 i 1 rt'»)t?ts i
Segmerit I Reach 2
Waste 1 0.0 0C) 1
Tributary 1 f») rt 000 1
* 1^.l.trit.if1' 1 £) :, 20 0 1
Segment 1. Reach i 3
D.0N
Ing/ 1 1
9. 10_.80
9.260
9 280
0
2. 000 i 1 . )C)() 1 ci . 280
t_) „ 000 } tom) . t..) C) C) } t ) rt 000
+"1 i s e% r"1 1 .1 ?"1 t-1 t-1 1 C3 V 0 t••1

Segment 1 Reach, 4 {
Waste 0.000
Tr i b t.a t a r n 0. 0002.000 01.000 9.280
Segment 1 Reach `.".i
Taw i butary 1 0. C)00 1 R. 000 ; 1 . 000 11 9.280
* RU nof,f 11 0.080 4 2. 0 ()0 4 1.000 1 9.280
Segment I Reach 6
Tributary F 0.000 2.000 1.000 3' 9.2E9O
* Runoff i C) . 000 f 2.000 ; 1. 000 1 9.280
* Ru tiff f:tr.w is in rfs/rrii le

/
^'
WINTER
FINAL
' | Seg #
| Reach #
| Seg Ili |
D.O. |
CBOD |
NBOD |
Flow |
1
1
0.00
8.17
10.02
17.08
0.27
1
1
0.06
8.62
9.59
16.22
0.28
1
1
0.12
8.94
9.21
15.48
0.29
1
1
0.18
9.16
8.85
14.80
0.31
1
1
0.24
9.83
8.52
14.17
0.32
1
1
0.30
9.45
8.22
13.58
0,38
1
1
0.36
9.54
7.98
13.04
0.34
1
2
0.36
9.54
7.93
13.04
0.34
1
2
0.41
9.50
7.72
12.60
0.35
1
2
0.46
9.48
7.52
12.20
0.36
1
2
0.51
9.46
7.33
11.81
0.37
1
2
0.56
9.45
7.15
11.44
0.88
1
8
.56
9.89
5.38
7.85
0.58
1
3
0.66
9.48
5.28
7.67
0.59
1
3
0.76
9.56
5.18
7.48
0.60
1
3
0.86
9.61
5.09
7.81
0.61
1
3
0.96
9.66
5.00
7.14
0.61
1
8
1.06
9.69
4.91
6.97
0.62
1
4
1.06
9.69
4.91
6.97
0.62
1
4
1.11
9.74
4.87
6.89
0.63
1
4
1.16
9.78
4.83
6.82
0.68
1
4
1.21
9.81
4.78
6.74
0.63
1
4
1.26
9.84
4.74
6.67
0.64
1
4
1.31
9.87
4.70
6.60
0.64
1
5
1.31
9.87
4.70
6.60
0.64
1
5
1.36
9.84
4.66
6.53
0.65
1
5
1.41
9.83
4.62
6.47
0.65
1
5
1.46
9.81
4.59
6.41
0.65
1
5
1.51
9.79
4.55
6.35
0.66
1
5
1.56
9.78
4.51
6.29
0.66
1
5
1.61
9.77
4.48
6.23
0.67
1
5
1.66
9.76
4.44
6.17
0.67
1
5
1.71
9.75
4.40
6.11
0.67
1
5
1.76
9.74
4.37
6.06
0.68
1
5
1.81
9.73
4.38
6.00
0.68
1
5
1.86
9.73
4.30
5.94
0.69
1
6
1.86
9.73
4.30
5.94
0.69
1
6
1.91
6.79
2.70
8.84
().69
1
6
1.96
6.39
1.70
1.87
0.69
| Seg #
| Reach #
1 Seg Mi 1
D.O.
CBOD |
NBOD |
Flow 3

^
SUMMER
^
CBOD
ALLOCATION
/
REVISED SLOPES
----------
MODEL RESULTS ----------
'Discharger
:
R. DON CAIN
PROPERTY
Receiving Stream
:
ADER CREEK
The End
D.O.
is
5.40
mg/l.
The End
CBOD
is
1.47
mg/l.
The End
NBOD
is
0.03
mg/l.
WLA
WLA
WLA
DO
Min
CBOD
NBOD
DO
Waste Flow
(mg/l)
Milepoint
Reach # (mg/1)
(mg/l)
<mg/l)
(mgd)
Segment
1
5.08
1.91
6
Reach
1
47.00
0.00
5.00
0.04500
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
Reach
5
0.00
0.00
0.00
0,00000
Reach
6
0.00
0"00
0.00
0.00000
Discharger -�~----��� ~'�n~ / ��VI8ED SLO�Fp
: R^ DON CAIN'PROPERTY
'"^'"� ULT8 -~

SUMMER
i N BOD ALLOCATION
REV I BED SLOPES
---------- MODEL RESULTS ----------
-'Discharger u R. DCIS CAIN PROPERTY
Receiving Stream ADER CRI----Ef-.'.
---------------------
The End D.O. is 5.82 mg/1.
The End CBOD is M} . Sim mg / 1 ,.
Segment I
Reach :I.
Reach S
Reach S
Reach ZI.
Reach
Reach 6
----------------------------------------------------------------
WLA
WLA
W A
DO I"Iin
CBOD
NBOD
DO
Waste Flow
(mg/1) Mi1epoint Reach #
(mg/1)
((Tog/1)
(mg/1)
(mgd)
0.00
C} . ()C}
0.00
0. 000100

S
I'
�1
E
Lr
G
O
M
M
{0
Facility. M)n CUxv�..�„K,B, Wastef low (MGD.0 .10
& mue /Winter (circle one)
NH3-N (mg/1)
Potential effluent limit. combinations:
BOD5 NH3.N

V
Y
z v 1
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Strew m : Cjj
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SlopC Co, Icu Iat'ions
�-So = 38,20
� .3\
el�v
CuM
dist
dirt
sio
0
,I
Ito
t>
b,6b
o.2S
4a
l W
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