NC0029297_Wasteload Allocation_19840110

757
Office to Com
Facility Name:
Existing
Proposed
Design Capacity (MGD): Industrial (% of Flow): Domestic (% of Flow):
NPDES WASTE LOAD ALLOCATION
/4:765Y) % Ac 4/ L) W.00/
I
Receiving Stream:
Permit No.: 191d-002-&79,7 Pipe No.: OO/ County:
�.77z')'// � (
Class : -- Sub -Basin • 03-02-3.$
Date. di /� ��
C24/Awh..9
Reference USGS Quad: ../L SE (Please attach) Requestor: "r rRegional Office MA
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: Drainage Area: Avg. Streamflow:
;7Q10: Winter 7Q10: 30Q2:
a Location of D.O.minimum (miles below outfall): Slope:.
Velocity (fps): Ki (base e, per day, 200C): K2 (base e, per day, 20°C)•
0
CD
a
N
as
w
4)
vJ
Effluent
Characteristics
Monthly
Average
Comments
_79. V
�'g.5
'U)
(
Original Allocation
Revised Allocation
Prepared 13y CQQXX CaSk Reviewed By:
I I
Effluent
Characteristics
Monthly
Average
Comments
1
Date(s) of Revision(s)
(Please attach previous allocation)
I)a : -VI-f-KV

REQUEST NO.
757
* .*** :*.*.* . .*****.**** WASTELOAD ALLOCATION APPROVAL.. FORM *********************
FACILITY NAME 9 FRED T. FOARD HIGH SCHOOL
TYPE OF WASTE DOMESTIC
COUNTY CATAWFA
REGIONAL OFFICE MOORESVILLE REQUESTOR MIKE PARKER
RECEIVING STREAM UT-POTT CREEK SUBBA STN k: 030835
7010 : 0 CFS W7010 : 0 CFS 3002 : 6' -,- CFS
DRAINAGE AREA : .0 W Ci. SI�.MT. STREAM CLAW C
5EC I 1 ,
: :**** ***.****** .****** RECOMMENDED EFFLUENT L..IMITS ************************
WASTEFLOW(S) (MGD) : .01
I'ODS (MG/L) : 30
NH3-N (MG/I..) :
D.O. (MG/L) : 5
PH ('SU) : 5•-8.5
FECAL COLIFORM (/100ML): 1000
TSS (MG/L) : 30
DRAINAGE AREA < .5 MI**2
•C)2 , cQ as
C o-Ok
*:':*:f::*k:***************************.**************+*********************************
FACILITY IS : PROPOSED ( ) EXISTING (V/) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION (f) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISOR,MODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
_.DATE
_DATE :._ .// l d
__DATE :../_-_..L.L M _
._ ._ _DATE
RECEIVED
a'N 131984
WATER QUA iTY SECTION:
OPE';cf..(iONS 3RANC!.'

tI
Qt.)
0, ®2,
2. /LI3o,
GI o = •b
DA
I1)1-)30 - o
l 2, I93o. %45�
.zI
510p2
Ingo
x
-57
P.g) ez..A-

********** MODEL RESULTS **********
DISCHARGER :FRE.I"D T. FOARD HS
RECEIVING STREAM :UT-POTT CREEK
***********i ****i**************************************************i i{i ****
THE END D.O. IS 6.38 MG/L
****************C****************************************************
THE END CBOD IS 81.90 MG/L
***************************************************************** C****
THE END NBOD IS 0.00 MG/L.
**********************************************************************
THE D.O. MIN. OF SEGMENT 1 IS 5.00 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0
WHICH IS LOCATED IN REACH NUMBER 1
TI"IE 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 5 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.02 MGD
**********************************************************************

:** MODEL SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
•
FRED T. FOARD HS
UT-F'OTT CREEK
0 CFS
25 DEGREES C.
SUBBASIN 030835
STREAM CLASS: C
WINTER 7Q10 t 0 CFS
WASTEFLOW Y .01 MGD
1LENGTHISLOPE 1 VELOCITY 1DEPTH 1 K1 1 Kri 1 SOT. 1 K2 1 NetF'SI
MILES 1 FT/MI 1 FPS 1 FT 1 /DAY 1 /DAY I M13/M2111 /DAY I MG/L/Ti 1
SEGMENT 1
REACH 1
1 1 1
I 0.501200.001
1 1 1
1 1 1 I
0.100 1 0.14 1 0.97 1 0.00 I
I I I 1
1 1 I
0.01 40.141 0.001
I 1
ALL RATES ARE AT 25 DEGREES C.
*** INPUT DATA SUMMARY ***
FLOW 1 CBOD 1 NBOI! 1 D.O.
CFS 1 MG/L 1 MG/L I MG/L
SEGMENT
1 REACH 1
WASTE
HEADWATERS
TRIBUTARY
RUNOFF
0.031 1110.000
0.000 1 2.000
0.000 1 0,000
0.000 I 2.000
0.000
0.000
0.000
0.000
5.000
7.560
0.000
7.560
* RUNOFF FLOW IS IN CFS/MILE