NC0040045_Wasteload Allocation_19830712

NPDES DOCUMENT SCANNING► COVER SHEET
NC0040045
Bill's Truck Stop WWTP
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Staff Report
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
July 12, 1983
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CI)
Facility Name:
Existing
Proposed
Design Capacity
3, l/.s
Permit
NPDES WASTE LOAD ALLOCATION
Scl t
No. : /u COo 400ier
(MGD) : 0. 0o 4
Engineer
Date Rec.
#
(1g.3
5 -.1 `I
-11 C-
Date•
Pipe No.: ?& / County:
Industrial (% of Flow): Domestic (% of Flow): AD 0'°
Receiving Stream: G+-r Ja04i
Reference USGS Quad.
(Please attach)
Class:
Sub -Basin: o3- . OS1
Requestor• eAqur
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Regienal Office
Design Temp • D n "C Drainage Area: m 2 Avg. Streamflow:
7Q10:. G .O c Winter 7Q10: 30Q2•
alLocation of D.O.minimum (miles below outfall): n.3 Slope•. cp m
Velocity (fps) : G , l K1 (base e, per day, 20°C) : _ I, D(p K2 (base e, per day, 20°C) :
E
0
0
N
CO,
Effluent
Characteristics
Monthly
Average
Comments
Q 035
IS rn,/j
NIA 3 -Y\)
,,i rr A
DO
Co m81)
'ASS
0 r18/I
I
FH-r(-e AOat , -F
IUOO/16Orn I
4DH
Co -P 5 S. U.
Original Allocation
Revised Allocation
Confirmation
Prepared By:
LJ
rrni:QR
Effluent
Characteristics
Monthly
Average
Comments
v W U S tS c(c,t_o SE. Ti matt,
Date(s) of Revision(s)
(Please attach previous allocation)
Reviewed By: A $
Date: 1 Z 63

REQUEST NO.
774
*********************
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : 0.0 CFS
DRAINAGE AREA
•
•
:
.
•0.5
WASTELOAD ALLOCATION!
BILLS TRUCK STOP
DOMESTIC
DAVIDSON
WINSTON-SALEM
UT S. POTTS CREEK
W7010 :
SQ.MI.
CFS
APPROVAL FORM or****************
wet' cladpf►3de
SUN 5 ° 1a3
WPIER QUALITY Drill
REQUESTOR : TDAVE ADKINS
SUBBASIN : YAD04
3002 :
STREAM CLASS :C
CFS
************************ RECOMMENDED EFFLUENT LIMITS ************************
WASTEFLOW(S)
I:OD--5
NH3--N
D.O.
PH
FECAL COLIFORM
TSS
(MGD)
(MG/L) :
(MG/L)
(MG/L)
(SU)
(/100ML):
(MG/L) :
0.004
18
4
6
6•-8.5
1000
30
CHANGE IN ALLOCATION DUE TO
REVISION IN USCS FLOW ESTIMATE
********************************************************************************
FACILITY IS : PROPOSED ( )EXISTING (✓) NEW ( )
LIMITS ARE : REVISION ( -CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISOR,MODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
awatuwl_DATE
21160,w—riATE
_DATE :

DISCHARGER
RECEIVING STREAM
********** MODEL RESULTS **********
:BILLS TRUCK STOF'
:UT S. F'OTTS CREEK
**********************************************************************
THE ENU U.O. IS 5.97 MG/L
**************************************.********************************
THE END CBOU IS 17.02 MG/L
**********************************************************************
1
THE ENU NBOB IS 1 0.00 MG/L
**********************************************************************
THE U.O. MIN. OF SEGMENT 1 IS 4.92 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.3
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 34 MG/L OF CBOU
THE WLA FOR SEG ENT 1 REACH 1 IS 0 MG/L OF NBOU
THE REQUIREU EFFILUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.004 MGD
************************ ****c*****************fit****c******************

J
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
•
.
•
.
*** -1QDEL SUMMARY DATA ***
BILLS TRUCK STOP
UT S. POTTS CREEK
0.0 CFS
25 DEGREES C.
SUBBASIN YADO4
STREAM CLASS: C
WINTER 7010 CFS
WASTEFLOW : 0.004 MGD
I LENGTH I SLOPE 1 VELOCITY (DEPTH 1 K1 1 Kr 1 Kn 1 K2 I Oro 1
(MILES IFT/MI 1 FPS 1 FT 1 /DAY 1/DAY 1/DAY 1/DAY ICFS/MII
SEGMENT 1
REACH 1
1 1
1 0.901 50.001
1 1
I 1 1 1 1 1 1
0.10 1 0.09 1 1.26 1 1.26 1 0.00 110.03 1 0.00 1
1 1 1 I 1 1 1
ALL RATES ARE AT 25 DEGREES C.
ALLOCATION REVISED DUE TO CHANGE IN USGS FLOW ESTIMATE.
*** INPUT DATA SUMMARY ***
FLOW 1 CBOU 1 NBOD
CFS 1 MG/L 1 MG/L 1 MG/L
SEGMENT
1 REACH 1 1
WASTE 1 0.01
HEADWATERS( 0.00
TRIBUTARY 1 0.00
RUNOFF * 1 0.00
34.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.00
0.00
0.00
0.00
* RUNOFF FLOW IS IN CFS/MILE