NC0066788_Wasteload Allocation_19860612

NPDES WASTE LOAD ALLOCATION
i
Facility Name:
Existing 0
Proposed O
Permit No.: 1 V C c) o & L -7'9 9 Pipe No . :
Design Capacity (MGD): D ' 0 01 Industrial (% of Flow):
Receiving Stream: C t- �-� (c Class:
Reference USGS Quad: S ( Please attach)
oal
Date
County: 8L-,,-N C_C��14-Q-
O Domestic (% of Flow) : /O O
kJ sue) i I))
Sub -Basin:
(Dq 0 3
0 —_�
Requestor:
CA.2-"
Regional
Office
A A O
(Guideline limitations,if applicable, are to be listed on the back of this form.)
Design Temp.: c9A aL Drainage Area (mil): Q . G Avg. Streamf low (cfs) : 6 . g-(
7Q10 (cfs) ®. (q Winter 7Q10 (cfs) 30Q2 (cfs)
Location of D.O. minimum (miles below outfall) : Q Slope (fpm) / 4a O
Velocity (fps) : 6, 17-5 Kl (base e, per day) : Q • JAY K2 (base e , oer day) : �� • 2
Effluent I
Characteristics
Monthly
Average
Comments
S -D0
R
�3' S ct_
e CL
Oriainal jUiodation-C ) Comments:
Effluent I ;'o nthly
Characteristics 1,-verage Comments
�l(Paf�on O
ion O
By: Reviewed By: Date: Q LO
d

� �� �7 �� �� ��7����
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YYu'o, Q"v|i,v Division
�
vvwso:,n k=Szrm| Office
Asheville, North Carolina
Request No. : 3154
--------------------- WASTELOAD ALLOCATION
APPROVAL
FORM ----------------------
Facility Name
: FAIRVIEW ELEM
SCHOOL
Type of Waste
:
Status
: EXISTING
Receiving Stream
: CANE CREEK
Stream Class
: WS-III
Subbasin
: 040302
County
: BUNCOMBE
Drainage Area
(sq mi) : 0.6
Regional Office
: ASHEVILLE
7Q10 (cfs)
RequestOf-
: L. CREECH
Winter 7Q10
(cfs) :
Date of Request
: 5-12-86
30Q2 (cfs>
:
Quad
: E-9 SW
Average Flow
(cfs)
-------------------------
RECOMMENDED EFFLUENT LIMITS--------------------------
�
Wasteflow (mgd)
: 0.008
5-Day BOD (mg/l)
: 30
N�
Ammonia Nitrogen
(mg/l> :
"~'
Dissolved Oxygen
(mg/l
TSS (mg/l )
: 30
Fecal Coliform (#/100ml): 1000 _
pH (SU) : 6-9 `�-._ -----
Tot Res Chlorine (mg/l> : 0.03
---------------------------------- COMMENTS
Recommended by _
Re-,./J.ewed
by:
Tech. Support Superviso
Regional Su
Permits & Eng�-i Ieering____
D
x�
Date_���
�������
Date_
Date
Date_ 1k

%_ Cis!
CUS-� ? T/avi
Mew L f sc✓
`f `I_-72._S6Z
-- flows S7QIo -.o.
w 7 [? c� a . as c•4 S
i'.
C Q Clams 01 it M(rD
f St Q10 : 7.3
3
41f-
Oki
- - -- -- - -T 7Q 10 =-
w 7 Q r o= rb . 3 c'-S
-- - -- Co.Nle. CC eL° ik- Q,4 2S'.C+S--
i
' S 7 2, z (z S/M c ( Q—
C4 S /ki'lle— S --7 t
Trt�O s 74� i D 7. a cs
�! Tr;� IQ A a2 Js
1_
—141
i
,!. rr /
O• Of c S J v

. .'
' .. ..
'
---------- MODEL
RESULTS ----------
DISCHARGER : FAIRVIEW
ELEM SCHOOL
RECEIVING STREAM : CANE CREEK
______________________________________________________________________
THE END D.O. IS 8.61 MG/L
---------------------------------------------------
THE END CBOD IS 8.22 MG/L > 21 K
t«-
____________________________________�4___.._____
w`° �____..______________�~�__�,
THE END NBOD IS 0.00 MG/L
THE D.O. MIN. OF SEGMENT 1 IS 7.78
MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.00
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS
110 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS
O MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH
1 IS .008 MGD

MODEL RESULTS
DISCHARGER . FAIRVIEW ELEM SCHOOL
RECEIVING STREAM . CANE CREEK
----------------------------------------------------------------------
THE END D.U. IS 8.14 MG/L_
----------------------------------------------------------------------
THE END CLOD IS 2.49 MG/L
-----------------------------------------------------------------------
THE END NBOD IS 0.00 MG/L
----------------------------------------------------------------------
THE D.O. MIN. OF SEGMENT 1 IS 7.42 MG/ L
THIS MINIMUM IS LOCATED AT SEGMENT MIL_EPOI'NT 0.00
WHICH IS LOCATED IN REACH NUMBER 1
THE
WLA FOR SEGMENT I
REACH
1
IS
110
MG/ L OF CLOD
THE
WLA FOR SEGMENT 1
REACH
I
IS
0
PRIG/L OF NBOD
THE
REQUIRED EFFLUENT
D.O. IS
0
MG/L
THE
WASTEFLOW ENTERING
SEG 1
REACH
1
IS .008 08 MOD
THE
WLA FOR SEGMENT I
REACH
2
19
110
MG/L OF CBOD
THE
WLA FOR SEGMENT 1
REACH
2
IS
0
MG/I_ OF NBOD
THE
REQUIRED EFFLUENT
D.O. IS
0
MB/L
THE
WASTEFLOW ENTERING
SEG 1
REACH
2
IS .018 MOD

Discharger . rAI'RVIE W EL -I rl SCI-i00L. 6t_ibbiisi.ri 1. 040302
302
Recei irig S-Lream . CANE CREEKS•Lrearn Class. WS-11 1:
7010 . 0. 19 w i. 7-I t er 7010
Desigri TemN3eratt-ire . 2 °C :3(*-')Q!!i2
ILENGTH;SLOPE ; VELOCITY ;DEPTH 1 K1 ; K1 1 K2 ; K2 1 KH 1 KN ; K11R 1 KNR 1
1 mile Ift/mi 1 fps 1 ft 1 /day 1 @200 1 /day ; 3200 1 /day 1 3201 1 /day 1 a201 1
-----------------------------------------------------------------------------------------------------
Segment 1 1 0.151160.001 0.175 1 0.28 1 0.80 1 0.73 152.22 1 50.001 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 1 1 ; 1 1 1 ; 1 1 1
-----------------------------------------------------------------------------------------------------
Segment 2 1 0.351 10.001 0.000 1 0.00 1 0.00 1 0.00 1 0.00 ; 0.001 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 ; 1 1 1 1 1 1 ; 1 1 1 1 1
INPUT DATA SUMMARY
1 Flow 1 CDOD 1 NBOD 1 D.O. 1
1 cfs 1 mg/l 1 mg/1 1 mg/l 1
---------------------------------------------------------
Segment 1 Reach 1 1 1 1 ; 1
Waste ; 0.012 1110.000 1 0.000 1 0.000 1
Headwaters; 0.190 1 2.000 1 0.000 1 7.900 1
Tributary 1 0.000 1 0.000 1 0.000 ; 0.000 1
* Runoff 1 0.010 1 2.000 ; 0.000 1 7.900 1
---------------------------------------------------------
Segment 2 Reach 1 1 1 ;
Waste 1 0.028 :110.000 1 0.000 ; 0.000 ;
Headwaters; 7.300 1 2.000 1 0.000 1 7.900 1
Tributary 1 7.000 1 2.000 1 0,000 1 7.900 1
* Runoff 1 2.200 1 2.000 1 0.000 1 7.900 1
* Runoff flaw is in cfs/mile