HomeMy WebLinkAboutNC0023299_Wasteload Allocation_19840710-74ii0 `^- sTakfral
Engineer
Date Rec. #
NPDES WASTE LOAD ALLOCATION
{-' L` �'7/ 7 e _ III `
Facility Name: 1
0
Existing
Proposed
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Permit No.: ice e) 3,29%
Date:
Pipe No.: cc/ County: 41-41/ C-1/ /
Design Capacity (MGD): /5/./ 1 Industrial (% of Flow): Domestic (% of Flow): /OC)
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Receiving Stream: 4(/ �r� jga /e l Q Cr P rl( Class: d - l77 Sub -Basin: // ' 6G _ / l
Reference USGS Quad:
(Please attach) Requestor:
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: Drainage Area:
7Q10:, O1 O c P Winter 7Q10:
Location of D.O.minimum (miles below outfall):
Velocity (fps):
Regional Office
Avg. Streamflow: 1.0 (-4:3
30Q2•
Slope* �l/J , 0 -PI AAA
5
K1 (base e, per day, 20°C): K2 (base e, per day, 20°C)•
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Effluent
Characteristics
Monthly
Average
Comments
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Original Allocation
Revised Allocation
Confirmation
Prepared By:
Effluent
Characteristics
Monthly
Average
Comments
0 P.,
Date(s) of Revisio(s)
(Please attach previous allocation)
J y : fa4z A4(440*-----)
Reviewed Br+ Date:
REQUEST NO. 7 '.'
********************* WASTEI..4AD ALLOCATION APPROVAL FORM ***********:*********
FACILITY NAME: WO►ODLAKE MHF'
TYPE OF WASTE DOMESTIC
COUNTY : GUILFORD
REGIONAL OFFICE WINSTON-SALEM REOUESTOR : HFI..EN FOWLER
RECEIVING STREAM UT POLECAT CREEK SUBBASTN : 030609
70:10 : 0.0 CFS W7010 : 0.0 CFS 3002 : 0.0 CFS
DRAINAGE AREA : 1.1 SO.MI. STREAM CI..ASS :A -II
************************ RECOMMENDED EFFLUENT LIMITS **y:*.#*******************
440n4.1m.tc- toTALm..
WASTEFI...OW (S) (MGD) : .14 .14
BOU-5 (MG/L) : 15 18
NH3-N (MG/L..) : 5 10
U.O. (MG/L) : 6 6
PH (SU) . 6-8.5 6-8.5
FECAL COLIFORM (/100ML): 1000 1000
TSS (MG/L) : 30 30
*****************************************************M******:*****************4
FACILITY IS : PROPOSED
EXISTING ( SEW ( )
LIMITS ARE : REVISION (✓ ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISOR,MODEL.ING GROUP
REGIONAL. SUPERVISOR
PERMITS MANAGER
DATE 1-1)-P34...
__DATE
DATE :.7-9 .
.........DATE :.,.rl;`.0_._
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********** MODEL RESULTS **********
DISCHARGER :WOODI...AKE MHF
RECEIVING STREAM :UT POLECAT CR
******************************?k***********************:* :**************:
THE END L.O. TS 6.26 MG/L
*****************************:t:t**************** :*t*t;*** :*** '****:******
THF.. END CBOD TS 6.51 MG/L
******************************************:*****:***:t**:***********:t*****
THE END NBOD IS 0.00 MG/L
***********************:**********************-****:*-****'t't*.**,*:*********:#
THE D.O. MIN. OF SEGMENT 1. TS 5.09 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MTI..EF'OINT 2.4
WHICH IS LOCATED IN REACH NIJM1F:R 2
THE WLA FOR SEGMENT 1 REACH 1 IS 35 MG/L OF CBOD
THE WL.A FOR SEGMENT 1 REACH 1 IS 0 MG/L_ OF NBOD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLCJW ENTERING SEG 1. REACH 1. TS 0.14 MGD
THE WLA FOR SEGMENT 1. REACH 2 TS 2 MG/I.. OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L. OF NBOD
THE. REQUIRED EFFLUENT L.O. TS 7.56 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 2 IS 0.0323 MGD
***********************************:**********.*********:*.**************:<
********** MOIDEI.. RESULTS **:#:***4* '*
DISCHARGER .WOODLAKE MHF' WINTER
RECEIVING STREAM :UT POLECAT CR
********************4**:4******:********:*ids*:*'k*:1<*:f **********t. ** 444*: *:t*.
THE END D.O. IS 5.84 MG/L.
************:44**********************:4***:********,*:4***;4:4:4**::4:44::$.
THE END CBOD IS 1.8.43 MG/L
********************************************::*4.4.4**:4*******:******:4*****
THE END NBOD IS 0.00 MG/L
*****************:***************.******:4***:*********4*:4****************:
THE D.O. MIN. OF SEGMENT 1 IS 4.95 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MIL.EPOINT 2.8
WHICH IS LOCATED IN REACH NUMBER 2
THE WLA FOR SEGMENT 1 REACH 1 IS 58 MG/l. OF CB0I1
THE WLA FOR SEGMENT 1 REACH 1 'LS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT U.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1. REACH 1 IS 0.14 MGD
THE WLA FOR SEGMENT 1. REACH 2 IS 2 MG/L OF CBOT'
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT U.O. TS 9.2 MG/L.
THE WASTEFLOW ENTERING SEG 1 REACH 2 TS 0.0323 MGD
**************************************************************:********
*** MORE!. SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
WOODL.AKE MHP
UT POLECAT CR
0.0 CFS
15 DEGREES C.
1LENGTHISLOPE
!MILES IFT/MI
S i S , : 030609
F.' T; r, ,., T. It
STREAM CLASS: A -I I
WINTER 7(1.0 : 0.0 CFS
WASTEFL oW : .14 MGD
1 VELOCITY 1 DEPTH 1 K1. ! Kri 1 SOD 11<2 I Net.PS I
I FF'S 1 FT 1 /DAY 1 /DAY I MG/M2D ! /DAY 1 MG/1. /Ti I
I I I
SEGMENT 1 1 1.40 1 26.001
REACH 1 1 1 1
l 1 !
1 I 1 I ! I !
0.100 1 0.38 1 0.36 1 0.00 1 0.01 4.201 0.001
SEGMENT 1 1 3.201 10.001 0.100 1 0.42 1 0.Z7 1 0.00
REACH 7 1 1 l
0.01
I 1
1.611 0.001
1
ALL RATES ARE AT 15 DEGREES C.
*** INPtJT DATA SUMMARY ***
FLOW
CFS
CBOD
MG/L
NBOU
MG/L..
U.G.
MG/L.
SEGMENT
1 REACH 1
WASTE
HEADWATERS
TRIBUTARY
RUNOFF *
0.217 1 58.000
0.000 1 0.000
0.000 1 0.000
0.000 1 0.000
0.000
0.000
0.000
0.000
6.000
0.000
0.000
0.000
SEGMENT
1 REACH
WASTE
TRIBUTARY
RUNOFF *
0.050
0.000
0.001
2.000
0.000
7.000
0.000
0.000
0.000
9..2'00
0.000
9.200
* RUNOFF FLOW IS IN CFS/MILE