HomeMy WebLinkAboutNC0066397_Wasteload Allocation_19860512NPOES WASTE LOAD ALLOCATION
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Facility Name:
Existing (a
Proposed O
n
l�aD r T )Jo. N O U _Z� 19 h
Date
Permit No.: Pipe Nb.: 603 county: GLEV LAND
Design Capacity (MGD): 0,000(o Industrial (% of Flow):
0
Domestic (% of Flow) : �U
Receiving Stream: tkT h+ Cj?_C<!,YEj> (ZUtJClass: G Sub -Basin: 03-08-04—
Reference USGS Quad: E 12-`J1= (Please attach) Requestor:5/,M 3R(T>Str-S Regional Office ARG
G 'S AVZ
(Guideline limitations, if applicable, are to be listed on the back of this form.)
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Design Temp.: Drainage Area (mi2): Avg. Streamf low (cfs): • O3
7Q10 (cfs) Winter 7Q10 (cfs) ( l 30Q2 (cfs)
Location of D.O. minimum (miles below outfall): r. O U Slope (fpm) 5T)
Velocity (fps): al K1 (base e, per day): I. V K2 (base e. Der day):5n _i0
99-ey
Effluent
Characteristics
Monthly
Average
Comments
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3�
SS I
30
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OC)U
Effluent i
Characteristics
:'onthly
verage
Comments
i4nation PLOTTED
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Prepared By:(' Qi) Reviewed By: Date: �G_.
cation 0 Comments:
Allocation
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Request No. : 2976
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WASTELOAD
ALLOCATION APPROVAL
FORM ----------------------
Facility Name
: CASAR ELEMENTARY
SCHOOL
Type of Waste
: DOMESTIC
Status
: EXISTING
Receiving Stream
: UT CROOKED
RUN CREEK
Stream Class
: C
Subbasin
: 030804
County
: CLEVELAND
Drainage Area
(sq mi)
: .02
Regional Office
ARO
7Q10 (cfs)
: 0
Requestor
SAM BRIDGES
Winter 7Q10
(cfs)
: 0
Date of Request
4/21/86
30Q2 (cfs)
Quad
E12SE
Average Flow
(cfs)
.03
RECOMMENDED EFFLUENT LIMITS
Sg1g11 56h,,I r Flows /litd. BEEN
Wasteflow (mgd) 0.0066 . Ep up un4.'I r,j /184. WA-It
5-Day HOD (mg/1) 30 nS,QeG� And NKo2Q.
Af
Ammonia Nitrogen (mg/1) neJee � CLC- �Pr1 I n
6-efiW rc t e- t iQuJ �e11e/alG v.
TSS (mg/1) 30
Fecal Coliform (#/100ml) : 1000 FlOLUS, Ctpp Lr -IE- be la-w 0u1-d- 0-1( Uuc''LS-k c z
PH (SU) :-----6-9 IS
0-
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TmJ>os;fioh of « Dd. /rivni{rcrio// o.�P h-
---------------------------------- COMMENTS --------------- ----------Y---�
Rr----V,nM�RNn io c�cvv$D N5 r'—:ttTtil; AB➢-R - •-�;�, ef�(uent Oqe.
nnt,,hyTRFa,.+ n,vonn�na �zrn crnr., -A'fiGER'-A'ND'- CAN ^BETTER AS'- 1'L��le dtLu . *ea.1w..
jjTMTT nmF )5 not
StZ.
Recommended by Datee2�-Q
Reviewed by:
Tech. Support S*ineverinrg
is
Regional S
Permits & E
Date
Date
Date- _5 / // a- y_
RECEIVED
Water Quality Division
APR 24 1986
7,-, i&nal VtT!(;o
C.sheville, wp--th Carolirle
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---------- MODEL RESULTS ----------
DISCHARGER CASAR ELEMENTARY SCHOOL
RECEIVING STREAM UT CROOKED RUN CREEK
----------------------------------------------------------------------
THE END D.O. IS 0.00 MG/L
----------------------------------------------------------------------
THE END CBOD IS 0.00 MG/L
----------------------------------------------------------------------
THE END NBOD IS 0.00 MG/L
----------------------------------------------------------------------
THE D.O. MIN. OF SEGMENT 1 IS 0.00 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.00
WHICH IS LOCATED IN REACH NUMBER 0
THE WLA FOR SEGMENT 1 REACH 1 IS 110 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS .0066 MGD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 2 IS 0 MGD
*** MODEL SUMMARY DATA ###
Discharger : CASAR ELEMENTARY SCHOOL Subbasin : 030804
Receiving Stream : UT CROOKED RUN CREEK Stream Class: C
7Q10 0 Winter 7010 : 0
Design Temperature : 25 °C 30Q2 :
1LENGTHISLOPE 1 VELOCITY DEPTH 1 K1 1 K1 1 K2 1 K2 1 KN 1 KN 1 KNR 1 KNR
mile ift/oi 1 fps 1 ft 1 /day 1 1201 1 /day 1 820° ! /day 1 1201 1 /day 1 9200
-----------------------------------------------------------------------------------------------------
,
Segment 1 1 0.04:500.001 0.100 1 0.09 1.26 1 1.00 155.75 1 50.00: 0.00 0.00 1 0.00 1 0.00 6
Reach 1 F
-----------------------------------------------------------------------------------------------------
Segment 1 1 1.331 82.701 0.103 1 0.29 1 0.71 1 0.56 117.08 1 15.321 0.00 0.00 0.00 1 0.00
Reach 2 11 11 11 11 I 11 1 1. 11
-----------------------------------------------------------------------------------------------------
*** INPUT DATA SUMMARY **#
S Flow f CBOD 1 NBOD 1 D.O.
cfs : mg/l 1 mg/1 1 mg/l
---------------------------------------------------------
Segment 1 Reach 1 1 I 1. 11
Waste 1 0.010 1148.000 1 0.000 1 6.000
Headwaters! 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 0.000 1 0.000 1 0.000
* Runoff 1 0.000 1 0.000 : 0.000 1 0.000 ;
---------------------------------------------------------
Segment 1 Reach 2 1 It
Waste i 0.000 i 0.000 i 0.000 f 0.000
Tributary 1 0.040 1 2.000 : 0.000 1 7.560
* Runoff : 0.120 1 2.000 1 0.000 1 7.560
---------------------------------------------------------
* Runoff flow is in cfs/mile