NC0066788_Wasteload Allocation_19881103

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCOO
FACILITY NAME: �rV�e�-ie1Mekv'y �`�o(
Facility Status: OMMii) PROPOSED
(circle one)
Permit Status: RENEWAL MODWICATION UNPERM TED NEW
(circle one)
Major Minor PA -9
Pipe No: 001 r) . 0
Design Capacity (MGD): 0. D t 1
Domestic of Flow):
Industrial( of Flow): V
PLOTf
Comments: 70,
RECEIVING STREAM: 2 Cv-eeL
Class: \A/ �,Y✓ow'}'
Sub -Basin: D
�l G.JIA/ p
Reference USGS Quad: �. leas* attach) (
County: 9C'." Cn L—bP
Regional Office: As Fa Me Ra Wa WI WS
(Circle one)
S
Requested By: O , Date:
Prepared By:
Reviewed By:
3 g
Date: 10 (3 11 g 8
Date:
Modeler Date Rec. 4
Drainage Area (mi2)_1g $ Avg. Streamflow (cfs): �y
7Q10 (cfs)Winter 7Q10 (cfs) 30Q2 (cfs)
Toxicity Limits: IWC _ (circle one) Acute / Chronic
Instream Monitor-in�g:' (��
Parameters ► ��� / / Co �d �� "-"
Upstream Location
' Downstream Location
So mal A r-
mmj
Effluent'
Characteristics
��°"'� -�
b�
Fl C�~� S"
BODE (mg/1)
3 0
3 0
NHS N (mg/1)
D.O. (mg/0
TSS (mg/1)
30
3 o
F. Col. (/100ml)
1000
110 0 O
pH (SU)
G -
6 - q
9�es .
0
Ssz� o v.n
A��ovl S V. 4
AtV"to11O.otSM6
�Q �v� o
,,
adA
recow,
Coments: �v� �o� 1tSQ.v��s�a4
w►�.-.-{w�� �o r I • h np c0 a1

, , ^
Request No. :4811A
�--------------------
WASTELOAD
ALLOCATION APPROVAL
FORM
Water Quality Ooa\Uy SRCb0D
Permit Number
: NC0006678
Facility Name
: FAIRVIEW ELEMENTARY
SCHOOL
1OD�
Type of Waste
: DOMESTIC
OCT��
uu/ / u �oou
Status
: EXIST/MOD
Receiving Stream
: CANE CREEK
AChevU|eRC8iOxu|0Ui(e
Stream Class
: WSIII-TRT
Asheville, North Carolina
Subbasin
: 040302
County
: BUNCOMBE
Drainage Area
(sq mi) : 18'8
Regional Office
: ASHVILLE
Average Flow
(cfs) : 24
Requestor
: JULE SHANKLIN
Summer 7010
(cfs) : 6.
Date of Request
: 082488
Winter 7010
(cfs) : 8.
Quad
: E 9 SW
3002
(cfs) : 9
------------------------- RECOMMENDED EFFLUENT LIMITS -------------------------
:
Wasteflow
(mgd):,�°���
5-Day BOD
(mg/1):
30
Ammonia Nitrogen
(mg/l):
Dissolved Oxygen
(mg/l):
TSS
(mg/1):
30
Fecal Coliform (#/100ml):
1000
PH
(SU):
6 - 9
Res. Chlorine
(mg/l):
[°C)
--------------------------------- MONITORING ---------------------------------
Upstream (Y/N): Y Location: 50 FT. ABOVE THE DISCHARGE
Downstream (Y/N): Y Location: AT US 74
---------------------------------- COMMENTS COMMENTS ----------------------------------
THE FOLLOWING INSTREAM PARAMETERS SHOULD BE MONITORED : TEMP., DO, COND.,
AND FECAL COLIFORM. MONITORING FREQUENCIES SHOULD BE WEEKLLY DURING SUMMER
( APR - OCT ) AND MONTHLY DURING WINTER ( NOV - MAR ).
7
,
_______________________________________________________________________________
Recommended by
Reviewed by: --
(
�11 Nech. SupportS visor
) -- .. .... ... ....
Regiona?� visor w
Permits & Engineering -------
Date
Date _/0-
� ���
Date ���� �w
Date __________
RETURN TO TECHNICAL SERVICES BY
0�UU1 � ����
,^=^ �w «���
__________.

Request No. :48118
�-------------------- WASTELOAD ALLOCATION APPROVAL FORM --R� -------
Wahor�oo|i1Y3CCUOD
Permit Number
: NC0006678
' '
Facility Name
: FAIRVIEW ELEMENTARY
SCHOOL
Type of Waste
: DOMESTIC
OCT O 1988
Status
: EXIST/MOD
Receiving Stream
: CANE CREEK
Stream Class
: WSIII-TRT
Asheville Regional Office
Subbasin
: 040302
Asheville, North Carolina
County
: BUNCOMBE
Drainage Area
(sq mi) : 18.S
Regional Office
: ASHVILLE
Average Flow
(cfs) : 24
Requestor
: JULE SHANKLIN
Summer 7010
(cfs) : 6.
Date of Request
: 082488
Winter 7010
(cfs) : 8.
Quad
: E 9 SW
3002
(cfs) : 9
-------------------------
RECOMMENDED
EFFLUENT LIMITS
-------------------------
:
Wasteflow (mqd):
5-Day BOD (mg/1); 30
Ammonia Nitrogen (mg/1):
Dissolved Oxygen (mg/l):
TSS (mg/1): 30
Fecal Coliform (0/100ml): 1000
pH (SU): 6 - 9
Res. Chlorine 0.1
--------------------------------- MONITORING ---------------------------------
Upstream (Y/N): Y Location: 50 FT. ABOVE THE DISCHARGE
Downstream (Y/N): Y Location: AT US 74
---------�C----------------------- COMMENTS ----------------------------------
THESE SET OF LIMITS SHOULD BE GIVEN ONLY IF ADDITIONAL JUSTIFICATION FOR THIS
FLOW IS SUBMITTED AS PER REGIONAL STAFF RECOMMENDATION.
THE FOLLOWING INSTREAM PARAMETERS SHOULD BE MONITORED : TEMP., DO, COND.,
AND FECAL COLIFORM. MONITORING FREQUENCIES SHOULD BE WEEKLLY DURING SUMMER
( APR - OCT ) AND MONTHLY DURING WINTER ( NOV - MAR ).
- �
� ^
'----------------------------
Reccmmended by
Reviewed by:
WITech. Support S visor
Regiona rv1sor
Permits & Engineering
Date ���~ 6~3_�
_______..........
ly
Date
Date
V� � �
RETURN TO TECHNICAL SERVICES BY NOV c��.

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INSTREAM SELF -MONITORING DATA
MONTHLY AVERAGES
Discharger. v(Qw �CiM�
Permit
Number:
NCO0 6 6-M V
Stream Name:
Cq,L4
Sub -basin: C0
V03<D Z
Upstream Location:
j4%AMU_-An
Downstream
Location: V
t-l\
SO
Month/Year
Upstream
Downstreame_C4
TEMP D.O. BOD5 c;,
TEMP
D.O. BOD5
S
DEC-87
NOV-87
OCT-87
SEP-87
AUG-87
JUL-87
JUN-88
MAY-81g
L_ I,p. -
_
14•(0
APR-88
MAR - 81Z
�(
FEB-80
JAN-8
�Q
DEC - 8-:l
- � L I_ - IS_
—Z
11.1
NOV- 84
OCT- 8b1
9 1 Z• Z. —�_
�2.3
�_
SEP-8tl
�, ?
AUG- 88
1'1 O
33 Q
JUL-8tl
ly j_
113C
JUN-80
ZOS
2l8
MAY-81
APR-8*
MAR-861
FEB-86k
JAN-81A
DEC-86
NOV-86
OCT-8&
SEP-_8
AUG-86
JUL-84
JUN-84
MAY-84
APR-86
MAR-8�
FEB-8_a
JAN- 8 fo
-

`
�~ -- -
.
SUMMER
ALL DISCH.
PROTECTED
SCHOOL FLOW
0.008 MGD
----------
MODEL RESULTS ----------
Discharger
:
FAIRVIEW ELEMENTARY
SCHOOL
Receiving Stream
:
CANE CREEK
______________________________________________________________________
The End
D.O.
is 8.41
mg/l.
The End
CBOD
is 2.10
mg/l.
The End
______________________________________________________________________
NBOD
is 1.49
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/l)
Milepoint
... ..... ..... .... .... ... ___
Reach # (mg/l)
..... ..... ... .... ..... .... _ ____
(mg/1)
____
(mg/1)
__
(mgd)
Segment
1
7.69
0.00
1
Reach
1
45.00
90.00
0.00
0.01750
Reach
2
0.00
0.00
0.00
0.00000
Reach
3
45.00
90.00
0.00
0.00800
Reach
4
0.00
0.00
0.00
0.00000
Reach
5
45.00
90.00
0.00
0.01600

::...:: Mt:.•.t:7s__1.... SUMMARY DATA
A
Discharger
)_cag:i n FAIRVIEW ELEMENTARY
__'-NCFCi -r"O.LClbbcrin n 040302
Receiving -rsn t::;,•!!•ls.... t..:Rl::_a.•-.:: Stream
,;- f i i ; 'T'
Design (%?it}f.:!(c?}_.c:t'i:•t_t'i'e N 23.
:LENGTH: SLOPE: '•VELOCITY 1 DEPTH! Kd 1 1td 1 Ka 1 Ka 1 KN 1 KN 1 KNR 1 KNR 1
I 1 , i ft I 1 20 1 , J U 1 1 r l l 1 200 1
1 !,Vile 3 'st;sisi, fps 1 ;� ,desig�,l 9>.�j7 3dt:5iGit, 9:.G ,de5it;is3 9..4 ,d=igr,, �,_U i
-----------------------------------------------------------------------7-----------------------------
a , 1 40.001 0 4 , Q3 1 c3 ! 11 , c cn 1 L1 t1 3 1 00 1 02 1 030
Seg�tess+.. # (i.#EI{ .,.,c3 (), ., , (i.,!� .46 ,3.,..!� 1 33.3�.i .o. t1 .,3 1 ,it i
React! # 1 1 { i ,
-----------------------------------------------------------------------------------------------------
1
} I { 1 I 1 1 f 1 1 1 I I
i , 5: 131 i , 1 j 1 -,]J• i i C, 1 ! 1 i +1l, 1 ( 0 I (t , t 1
Segiceil� 1 tl,t7�11 aa.3f1, t1.336 1 _.(t9 t1. 3 , ().29 , 9..,d 1 9.(t�: J.00 , ).3 � , .3� 1 tt.t4 1
y, f I 1 1 ! i i i , i i , 1
Reacts 2 , i , , 1 i i
-----------------------------------------------------------------------------------------------------
,
i 1 i 1 1 I 1 1 ' "t i 1 i a 1 ! t 1
'3egne�lt # ) (t.u(), #..,3(!; ().334 3 1.#(': G.32 (t.29 9.54 1 9.Ut', 4,b8 , 0.3J , ().39 , t�.i>:sJ ,
Reach1 , 1 1 , 1 i 1 ,
ileach 3 , i { , , , , 1 i
-----------------------------------------------------------------------------------------------------
i
Segrne!{L # t 1 3 :r (� 375 1 1 , (1 p❑ i 9LB i v�11 -, -y8J 1 i ! 1
1 t}..7()1 #J.3t11 v+31� { #.22 } t�..,3 1 C1•L9 i J9 , 9..'U3 t1.3,i } n.3() , ().39 1 s�.Si f
1. 1 1 , , 1 , , , 1 1 i
Reacr! : , 1 , 3 1 , , , , , , , I
-----------------------------------------------------------------------------------------------------
,
1 90: 30; if 37 i 1 1 2 1 t7 n 1 p 5 1 „ 9 71 � r � f) 1 1 7 7t)
S;:gsi,et'st 1 1 (t.'7t)1 #3.�t,t ...,; � , #.23 1 �.3c) .2a .�d 3 ❑.,1, t.39 , t.3. { t�,3' 1 t.4. ,
1 ,
ReReachJ i i , 1 i ,1
-----------------------------------------------------------------------------------------------------
, Flow
r ,� 1_= G.1.1:
I s •1.i•.y� t..i f.: 1
D.D. ,
�
1 t... 11^s
1 i:lg / .1.
1 SiSt.. / .1. )
iiig / .1. i
Segment 1
Reach :11.
Waste
0.027
45.000
90.000 )
0.00C)
Headwaters!
6.000
1 2.000 0
1 1.000 1
_. ,... _)
r.i.1..=l_ltar
Tributary
! 0.000
! 2.000
! 1.000 1
7.720
.,..d�
Runoff Ii.1'f I
! n
i 0.000
1 •J ,,,! ••) i
) )._. r, t.: -_)
1
) 1.000 1
1]
• I.:: •_
�. n
Segment 1. Reach 2
Waste S:e
1
0.000
1
0.000
! 0.000
!
0 n'-_)F.]i..}
4t J_ ...
3 ! .t. L. t_l t.- !': ! \e
Tributary
1
1
0.000
1
I
2.000
i._.
ti )0 1
n •_ _ ✓
1 1.000
1
1
1
7.720
Runoff
0.000
2.000
) i"71 ,
1
7.720
Segment 1
Reach
'3
Waste
1
0.012
1
45.000
1 90.000
1
0 n i_)t );,)
r t... .. .. ., 4;
Tributary
, ! �. r..! l..l t: i{{'t figg �
1
i
i 7
'•_. n
i..]:.7 ,..7 1
•.. '.. _ 1
.::7
1__
2.000
> 7i 71 )
:r •: •.: •..
i ..
v >...)?_ 0
3
7.72C)
.1i. Runoff _f• i•
1
0.000
1
2.000
1 1.000
1
7.72(..)
Segment 1
Reach
"i.
Waste
1
v1..7'^0
0.000
1
0.000
n000
1 0.000
vi_7..7
1
0.000
Tributary
1
2.300
,
1
2.000
1 1.000
r
2{
Segment 1 Reach 5
Waste
a._J_.:.; 1 i.5 i..7:-7,:::' 1 45.000
c:� i.. �., 1 90 f•f�70 1 0.000
.. i•i•t7
t•`d at _: 1: i:.. , -. n ..: f._ ._I 1 . ,._i n ..} ?'_} ) f ,: rr :) •.: _• 1 ._) n _) ._) ..:
Tributary , 0.200 1 2.000 , 1.000 , 7.720,
Runoff
_. d:..:. ....
.. ,'�t..t!li.;'! 1 flow i:I b'd is .i.l1 C::"'_o-!lis .. .. r::

`
.
'
SUMMER
ALL DISCH. PROTECTED
SCHOOL
FLOW 0.008 MOD
'| Sag #
1 Reach # 1
Sag Mi 1
D.O. 1
CBOD 1
NBOD 1
Flow |
1
1
0.00
7.69
2.19
1.40
6.03
1
1
0.05
7.86
2.19
1.39
6.03
1
1
0.10
8.00
2.18
1.39
6.03
1
1
0.15
8.11
2.17
1.38
6.03
1
2
0.15
8.11
2.17
1.38
6.03
1
2
0.16
8.11
2.17
1.38
6.03
1
2
0.17
8.12
2.17
1.38
6.03
1
2 .
0.18
8.12
2.17
1.38
6.03
1
2
0.19
8.13
2.17
1.38
6.03
1
2
0.20
8,13
2.16
1.38
6.03
1
3
0.20
8.12
2.25
1.56
6.04
1
3
0.30
8.16
2.24
1.55
6.04
1
3
0.40
8.20
2.23
1.54
6.04
1
3
0.50
8.23
2.21
1.53
6.04
1
3
0.60
8.26
2.20
1.52
6.04
1
4
0.60
8.11
2.14
1.38
8.34
1
4
0.70
8.16
2.13
1.37
8.,34
1
4
0.80
8.20
2.12
1.36
8.34
1
4
0.90
8.24
2�11
1.35
8.34
1
4
1.00
8.27
2.10
1.34
8.34
1
4
1.10
8.30
2.09
1.33
8.34
1
4
1.20
8.32
2.08
1.33
8.34
1
5
1.20
8.28
2.20
1.57
8.56
1
5
1.30
8.31
2.19
1.56
8.56
1
5
1.40
8.33
2.18
1.56
8.56
1
5
1.50
8.34
2.17
1.55
8.56
1
5
1.60
8.36
2.15
1.54
8.56
1
5
1.70
8.37
2.14
1.53
8.56
1
5
1.80
8.38
2.13
1.52
8.56
1
5
1.90
8.39
2.12
1.51
8.56
1
5
2.00
8.40
2.11
1.50
8.56
1
5
2.10
8.41
2.10
1.49
8.56
� Sag #
Reach
Sag Mi 1
D.O. 1
CBOD 1
NBOD |
Flow �
»

'
`
`
. .
SUMMER
`
ALL
DISCH.
PROTECTED
SCHOOL FLOW
0.011 MGD
---------- MODEL RESULTS ----------
Discharger
:
FAIRVIEW ELEMENTARY
SCHOOL
Receiving Stream
:
CANE CREEK
______________________________________________________________________
The End
D.O.
is
8.40
mg/l.
The End
CBOD
is
2.12
mg/l.
The End
______________________________________________________________________
NBOD
is
1.53
mg/l.
WLA
WLA
WLA
DO
Min
CBOD
NBOD
DO
Waste
Flow
(mg/l)
Milepoint Reach #
(mg/l)
____
(mg/l)
____
(mg/l)
__
------------
(mgd)
Segment
1
______
7.69
_________ _______
0.00 1
Reach
1
45.00
90.00
0.00
0.01750
Reach
2
0.00
0.00
0.00
0.00000
Reach
3
45.00
90.00
0.00
0.01100
Reach
4
0.00
0.00
0.00
0.00000
Reach
5
45.00
90.00
0.00
0.01600

1"101.)i:•-L.. ;.'(.Jf%lMl•`il 'CJATA
1_17.=i1: j...�i:ti CjCi" F=ssJ ';t13:s:::W !::::L...C:::{''E-N-{")A ?'>' i C::i-I(:Jt't{.._ t_t1::71-)� <.=>:.ti, ;::)�st-)::3f)2
C Ec f'fi # :j. �:� ., _ . 1^J e 1.
r:
1LENGTli1 SLOPE! VELOCITY 1 DEPTH! Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNIR 1 KMR {
1 Nile 1 ft!),,ii fps 1 ft. !design{ 3201 ;design: 3200 !design! 320' !design)'. 3201 1
Segment 1 1 0.15: 40.001 0.463 1 0.'93 i 0.53 1 (1.46 135.59 1 33.34: 0.63 1 0.50 i 0.63 1 0.00 1
Reach 1 1 1 i 1 1 1 1
-----------------------------------------------------------------------------------------------------
,
Segcer)t 1 1 0.05; 13.301 0.336 1 1.09 1 0.33 1 0.28 1 8.58 1 8.041 0.38 1 0.30 1 0.38 1 0.00 >
ReachL 1
1 I 1 1 1 1 1 1 I 1
,i 1 1 1 1 1 7 1 1 I 1 1 1 I
-------------------------------------------------------------------------------------------------.----
1
Segr'en)t 1 1 0.401 13.301 0.334 1 1.10 1 0.32 1 0.28 i 8.55 1 8.01: 0.39 1 0.30 1 0.39 0.00 1
Reach 3 f ,
-----------------------------------------------------------------------------------------------------
Seginsent 1 1 0.60! 13.301 0.375 1 1.22 1 0,33 1 0.28 1 9.59 1 8.931 0.38 1 0.30 1 0.36 1 0.00 1
React) 4 {
-----------------------------------------------------------------------------------------------------
1
Segment 1 1 0.901 13.301 0.375 1 1.23 1 0.32 1 0.28 1 9.58 1 8.981 0.38 1 0.30 1 0.30 1 0.00 1
I C
Reach 5 1
-----------------------------------------------------------------------------------------------------
1 {"= 1. (1 N`J 1 C.' 130D 1 {'`l1.3C) D 1 :.1", . U . 1
s rY.,. 0.021 yr...i)C-iO 1 90.010)
F-i(:=' tC:It='JZttC''i "v i 0., ?_)1:..)(") { 2 . ( )I )C 1 1 " (..)0.) 0
Ti.L..)t_t'i:w.it-y 1 ().!){"){) i 2.(1)00 1 .11..(_)00 1 7. 7C2(_)
O. � C) 0
>.1 r„ 000
: ..- 0'-! _
i:3( C(fne-f-i- I F,;e Gtc{ i
W oaF is (: 1 `.-) ,. ()(.)(.) i (') . (.)(:. c 1 C . 000 1 r i 000
t
T r i b u t, Eii r 1 l.)„');. , 2n'•.: 000 7 ' „(.)_)(_) 1
• 1 '- i C) . 0 (, } 0 i 2 a (':)!-)C) 1 .1. „ i„) (_) (_) 1 -y ( )
r�..._... ... , e at _. .. r•
i .1 i i 5 i ram, ,
G•J ;Es G C-::' 1 r.} ,. 017 s L{..:1 . 4_)(.)s"} 1 � (.} „ t:.}i)r"} 0 „ 000
J 1 C) CK.' •..) 1 2 ., 0C.)0 1 .{. n { } I._ C) 1 •j / �- � )
R u )"i o ..j ..jr ' i 0 0 i,) () i %1 . t_) (_) 0 i :1 n i_y' ) C') 0
Wr_'tta'tre i (.) . (::)! )0 i [) . ( )(; C. ice) „ 000
( )` :). i.i t..t'1: ch i-'`•i' t )( )(") 11 i . C)(:)(")
)0

Segment 1
Reach
5
Waste
| 0.025
| 45.000 | 90.000 |
0.000
Tributary
* Runoff
| 0.000
| 2.000 | 1.000 �
7.720
* Runoff flow is in cfs/mile

' . °
SUMMER
`
ALL DISCH. PROTECTED
SCHOOL
FLOW 0.011 MGD
`| Seg
( Reach # i
Seg Mi 1
D.O. 1
CBOD |
NBOD 1
Flow 1
1
1
0.00
7.69 -
2.19
1.40
6.03
1
1
0.05
7.86
2.19
1.39
6.03
1
1
0.10
8.00
2.18
1.39
6.03
1
1
0.15
8.11
2.17
1.38
6.03
1
2
0.15
8.11
2.17
1.38
6.03
1
2
0.16
8.11
2.17
1.38
6.03
1
2
0.17
8.12
2.17
1.38
6.03
1
2
0.18
8.12
2.17
1.38
6.03
1
2
0.19
8.13
2,17
1.38
6.03
1
2
0.20
8.13
2.16
1.38
6.03
1
3
0.20
8.11
2.29
1.63
6.04
1
3
0.30
8.16
2.27
1.62
6.04
1
3
0.40
8.19
2.26
1.61
6.04
1
3
0.50
8.23
2.24
1.60
6.04
1
3
0.60
8.26
2.23
1.58
6.04
1
I.J.
0.60
8.11
2.17
1.42
8.34
1
4
0.70
8.16
2.16
1.41
8.34
1
4
0.80
8.20
2.14
1.41
8.34
1
4
0.90
8,24
2.13
1.40
8.34
1
4
1.00
8.27
2.12
1.39
8.34
1
4
1.10
8.29
2.11
1.38
8.34
1
4
1.20
8.32
2.10
1.37
8.34
1
5
1.20
8.28
2.22
1.62
8.57
1
5
1.30
8.30
2.21
1.61
8.57
1
5
1.40
8.32
2.20
1.60
8.57
1
5
1.50
8.34
2.19
1.59
8.57
1
5
1.60
8.36
2.18
1.58
8.57
1
5
1.70
8.37
2.16
1.57
8.57
1
5
1.80
8.38
2.15
1.56
8.57
1
5
1.90
8.39
2.14
1.55
8.57
1
5
2.00
8.40
2.13
1.54
8.57
1
5
2.10
8.40
2.12
1.53
8.57
1 Seg #
1 Reach # 1
Seg Mi |
D.O. 1
CBOD 1
NBOD |
Flow �

'
. .
SUMMER
ALL
DISCH.
PROTECTED
^
SCHOOL FLOW
0.015 MGD
---------- MODEL
RESULTS ----------
Discharger
:
FAIRVIEW ELEMENTARY
SCHOOL
Receiving Stream
:
CANE CREEK
______________________________________________________________________
The End
D.O.
is 8.40
mg/l.
The End
CBOD
is 2.15
mg/l.
The End
______________________________________________________________________
NBOD
is 1.59
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO Waste
Flow
(mg/l)
______
Milepoint Reach
_________ _______
# (mg/l)
____
(mg/l)
____
(mg/l)
__ ------------
(mgd)
Segment
1
7.69
0.00 1
Reach
1
45.00
90.00
0.00
0.01750
Reach
2
0.00
0.00
0.00
0.00000
Reach
3
45.00
90.00
0.00
0.01500
Reach
4
0.00
0.00
0.00
0.00000
Reach
5
45.00
90.00
0.00
0.01600

•Y. •?: • 'i'1t..1D1::::1_.. SUMMARY .) DATA r-r * }:,,
t_, i s ` f..} +n r.. g t r • ;, FAIRVIEW ELEMENTARY w:,C f-•1O r 1 L..:? Y..i &.r 1ri ci; tr: ]. n a 040302
, y e r : q_„ .-t - e : a n CANE _W 11�Stream Class: :S#}1T
. 1 :
,..Summer7t_t 1. ;' t_. , W :j. Y 1't: (:::'i" ; l>! . t_? : B ,.
Design nTt'.TT{j::rr:°r,:1i;t..l-r-en E
!LENGTH! SLOPE; VELOCITY 1 DEPTH! Kd 1 Kd 1 1:a 1 Ka 1 KN : KN : KHR 1 KHR 1
.1 mile : ft/rail firs 1 ft :design{: 3200 ldesignl 3200 1de5igT11 3200 Nesign: 020' 1
-----------------------------------------------------------------------------------------------------
1
S , 1 1 ti 1 r_1 1 c 1 1-c c i , .� 1 i 1 ,
SegsireTs4 1 1 U.15, uis.4i01 4l.403 1 0nz.� , 0..,3 f U=46 13,;.�9 , 33.3�1 V.b3 1 4?.541. , 0.53 1 004 ,
Reach }
---------------------------------------------------- -=------------------------------------------------
1
Segment 1 : 0.05t 13.30; 0.336 1 1A9 1 0 13 1 016 1 808 1 10 : 008 1 0 00 1 0AS 1 0AO 1
i
Reach
?di{ach L i
-------------------------------------------------_•---------------------------------------------------
i
Segment 1 1 0.401 13.301 0.335 1 1.10 1 OK 1 018 1 805 1 8.031 OAS 1 010 1 OAS 1 0.00 1
*R e3iaL
s 3 3 1 i 1 1 , 1 1 i
----------------------------------------------------------------------------------------------- ----
,
Segment 1 1 0.50: 13.30: 0.375 1 112 1 0.33 1 OWS 1 9.59 : 8.99: OAS 1 000 1 OAS 1 0.00 ;
1 , 1
Reach 41 1 1 1 1 1 3 , i
--------------------------------------------------------------------------•---------------------------
1
vm t t I n 1 1 qC 1 f , 2 1 �0 i c9 i 81 1 y- j 1 1 •) .j • i
ev_.,eT14 1 .?.901 13.30, 0.3,�I ,.23 f 0.3>_ 1 0.,.� >. 9..r� 1 8.9a> 0. 8 1 t.�( 1 0.38 , 4.tU ,
c 1 1 1 , i i , f 1 1 / i 1
Reach J i 3 1 1 i , 1 1 I f , 1 1
------------------------------------------------------ ----------------------------------------------
I Flow
1 C B(: D
1 P`•1B€ D
1 D.O. :
1 C: '?' �::
1 : i;i / l
I
1 mg/1
i i
fi g / l f
1
Ss:et]i'rii:i`T"t I
Reach :1.
J.........,z.
Waste �.. L- .
�,...
i t�7nt.i'tt.%
.-
i 1•r:::;..t)t.ii,?
f :t).,t.)i.:)t�)
9
; t}nt_)t,it)
Headwaters! 6.000
, -2.600
, 1.000
, 7.720
1.. {•• .j. 1..! Y_t is C:l 1 `T�
t '
Tributary
1 0 i"? t'} 0
i .. n _ ..
1 2.000
1 1.000
r:_• 0
1 7.720
Runoff
1 0.000 0
1 2.000 0
1 1.000
1 7.720
ment I
Reach 2
Waste ...
1 0.000
i
1 0.000
1 . r_? .. 0 0
1 0.000
.1..riLruE:aI-`
Tributary
t 0.000
f 2.000
1 1.000
1 7.720
.5::. 1••:.
�••:t..t's sc.. f`'s
. Runoff
1 t_, 1,!!.:?;••}
f n _ _
! �':, i,i{�yt.y
r_:.,
! 1.000 r'.ti";t_;
1 ..
; 7.720
Segment 1.
Reach 3
1 0.023
1 45nt )t.' 0
1 t:,}t j„ i yilr;:;
1 r t„ i1r-;r,'•t
Tributary
1 0.000
1 2n000
1 1.000
1 : n` i::-.'.t`_
rr (:';L.tli{:aff
1 0,000
1 2.000
1 1.000
1 . n : �,''_ C,
Segment I
Reach •`..y.
Waste
1 0.000
1 0.000
1 t.? n.r,•-?bo
1 0.000
1 A.... i..l •1•. t:.. I- •`✓`
, 2,.:..? •_
, 2.000
1 1.000
! 7.720
' Runoff
1 0.000
1 2.000
1 1.000
1 7.720

Seoment 1 Reach
Waste | 0.025 � 45.000 � 90.000 � 0.0VV
Tributary � 0.200 � 2.000 | 1.000 ( 7.720
* Runoff � 0.000 � 2.0O0 � 1.000 | 7.720
* Runoff flow is in cfs/mile
"

SUMMER
�
. Beg #1
Reach #|
Beg Mi1
1
1
0.00
1
1
0.05
1
1
0.10
1
1
0.15
1
2
0.15
1
2
0.16
1
2
0.17
1
2
0.18
1
2
0.19
1
2
0.20
1
3
0.20
1
3
0.30
1
3
0.40
1
3
0.50
1
3
0.60
1
4
0.60
1
4
0.70
1
4
0.80
1
4
0.90
1
4
1.00
1
4
1.10
1
4
1.20
1
5
1.20
1
5
1.30
1
5
1.40
1
5
1.50
1
5
1.60
1
5
1.70
1
5
1.80
1
5
1.90
1
5
2.00
1
5
2.10
1 Beg #
| Reach # i
Beg Mi 1
D.O. |
7.6v
7.86
8.00
8.11
8.11
8.11
8.12
8.12
8.13
8.13
8.10
8.15
8.19
8.22
8.25
8.10
8.15
8.20
8.23
8.26
8.29
8.31
8.28
ANNE
8.32
8.34
8.35
8.36
8.38
8.39
o vp
U.+o
D.O. }
ALL DISCH. PROTECTED
SCHOOL FLOW 0.015 MGD
CBOD 1 NBOD 1 Flow �
2.19 1.40 6.03
2.19
1.39
6.03
2.18
1.39
6.03
2.17
1.38
6.03
2.17
1.38
6.03
2.17
1.38
6.03
2.17
1.38
6.03
2.17
1.38
6.03
2.17
1.38
6.03
2.16
1.38
6.03
2.33
1.72
6.05
2.32
1.71
6.05
2.30
1.70
6.05
2.29
1.68
6.05
2.27
1.67
6.05
2.20
1.49
8.35
2.19
1.48
8.35
2.18
1.47
8.35
2.16
1.46
8.35
2.15
1.45
8.35
2.14
1.44
8.35
2.13
1.43
8.35
2.25
1.68
8.58
2.24
1.67
8.58
2.23
1.66
8.58
2.22
1.65
8.58
2.20
1.64
8.58
2.19
1.63
8.58
2.18
1.62
8.58
2.17
1.61
8.58
2.16
1.60
8.58
2.15
1.59
8.58
CBOD 1
NBOD 1
Flow �