NC0029190_wasteload allocation_19860918

NPDES WASTE LOAD ALLOCATION Enineer Date Rec.
S ic. a 3
Facility Name: (j -"j 7 REST E79 Date $ a (�i�
Existing
1 7—
Proposed Permit No.:
O 1 V ��9 l5'f� Pipe No.: � Ud ( County: sU4"Y
Design Capacity (MGD) : 1030 Industrial (% of Flow) : *— Ibmestic (% of Flow) : dc)
Receiving stream: IV Class: (/U S - -Tr- Sub -Basin :
Reference USGS Quad: (Please attach) Requestor: ( ',, ES R S �-� Regional Office � p-o
(Gui.deline limitations, if applicable, are to be listed on the back of this form.)
Design MwP-: Ott� C- Drainage Area (mil) : Avg. Streamf low (cfs) :-
7Q10 (cfs) .L Winter 7Q10 (cfs) 30Q2 (cfs)
Location of D.O. minimum (miles below outfall) : Slope (fpm )
Velocity (fps) : . % a Kl (base e, per day) : �.'7,�tOo?C/ • G K2 (base e . rer day) : 1. 3 �(j OC
� -8Y
Effluent
Characteristics
Nbnthly
Average
Comments
D
lytliCfr
. C
ooD
..
UZI
b, (�
Effluent
Characteristics
:•'z)nthly
Lverage
G
Comments
;rfxi,
1
.Col.
o n 0 Comments: Ua- 06 /) J - `17 a- WoYA kb ,f' !s
ation ® 6141-�
ion O
PLOTTED
By: [Lt Wil/ C�'!� Reviewed By : Date:
�d `G

Request No. :341
--------------------- WASTELOAD ALLOCATION APPROVAL FORM --
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
: NC DOT, I-77 REST
AREA
: DOMESTIC
: EXISTING
: NAKED RUN
: WS-III,TR
: 030703
: SURRY
: WSRO
Drainage Area
(sq mi)
: SAM BRIDGES
Summer 7010
(cfs)
: 9/8/86
Winter 7010
(cfs)
: A16SW
Average Flow
(cfs)
--------------------- RECOMMENDED EFFLUENT LIMITS --
SUMMER WINTER
Wasteflow
(mgd):
.03
.03
5-Day BOD
(mg/1):
30
30
Ammonia Nitrogen
(mg/1):
Dissolved Oxygen
(mg/1):
2
TSS
(mg/1):
30
80
Fecal Coliform (#/100ml):
1000
1000
pH
(SU):
6-9
6-9
Res. Chlorine
(ug/l):
:
:
10.6
10.6
---------------------------------- COMMENTS ---------------------------------NC DOT, 1-77 REST AREA NORTHBOUND IS INTERACTING.
-
Recommended by Date
Reviewed by:
Tech. Support Supervisor
Regional Supervisor
Permits & Engineering
Date _
Date
Date __ __

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---------- MODEL RESULTS ----------
Discharger : NC DOT, I-77 REST AREA
Receiving Stream : NAKED RUN
______________________________________________________________________
The End D.O. is 8.00 mg/l.
The End CBOD is 10.02 mg/l.
The End NBOD is 0.00 mg/l.
WLA
WLA
WLA
DO Min CBOD
NBOD
DO
Waste Flow
(mg/l) Milepoint Reach # (mg/l)
______ _________ _______ ____
(mg/l)
____
(mg/l)
__
(mgd)
Segment
1
6.07 0.00 1
__________
Reach
1
110
0.00
2.00
0.05000
Reach
2
0
0.00
0.00
0.00000
Reach
3
0
0.00
0.00
0.00000
Reach
4
0
0.00
0.00
0.00000

*** MODEL SUMMARY DATA ***
Discharger NC DOT, I--77 REST AREA Subbasin : 0,30703
Receiving Stream NAFfFD RUN Stream Clar-.,s: WS-•••1:1:1:,7'R
Summer 7f110 0.2 Winter 7G110 :
Design Temr)erature: 24.
;LENGTH; SLOPE; VELOCITY ; DEPTH: KI ; K1 ; K2 ; K.2 ; KN ; KH ; KNR ; KNR ;
mile ; ft/ni; fps ; ft ;design; 120' ;design; 320' ;design; 3201 ;design; 3201 ;
-----------------------------------------------------------------------------------------------------
1
Segment 1 ; 0.23; 87.00; 0.148 ; 0.36 ; 0.72 ; 0.60 125.30 ; 23.19; 0.00 ; 0.00 ; 0.00 ; 0.00 ;
Reach 1 ; ; ; ; ; ; ; ; ; ; ; ; I
Segment 1 ; 0.171117.601 0.164 0.36 ; 0.75 ; 0.63 ;37.87 ; 34.72; 0.00 ; 0.00 ; 0.00 ; 0.00 ;
Reach 2 ; ; ; ; ; ; ; ; ; ; ; ;
i ,
1 , , 1 1! , i 1 i 1 1 1 1 1 1 1
1 , 1 i 1
Segment 1 ; 1.00; 80.00; 0.153 ; 0.40 ; 0.69 ; 0.58 124.09 ; 22.08; 0.00 ; 0.00 ; 0.00 ; 0.00 ;
Reach 3 ; ; ; ; ; ; ; ; ; ; ; ;
Segment 1 ; 0.00; 50.00; 0.143 ; 0.47 ; 0.64 ; 0.53 114.02 ; 12.85; 0.00 ; 0.00 ; 0.00 ; 0.00
Reach 4 ; ; ; ; ; ; ; ; I ; ; ; ;
-----------------------------------------------------------------------------------------------------
Flaw
; CBOD
;
NBOD ;
D.O. ;
cf a
; mg/1
/
!ng / I ;
mg / I ;
Segment 1
Ruch 1
Waste
; 0.078
; 110.000
;
0.000 ;
2.000
{'lea dwaters ! 0.200
; 2.000
;
0.000 ;
7.650
Tributary
; 0.000
; 0.000
;
0.0u:0 ;
0.00()
•)t• RU-1-10-f 1"
; 0. 110
; 2.000
;
0. t:)t: 0 ;
7.650
Segment 1
Reach 2
Waste
; 0.000
; 0.000
C) . 000 0
t:) , 00 0
Tributary
; 0.000
; 0.000
;
0.000 ;
o.000
* Rur10•f f'
; 0.110
; 2. C)t: 0
;
0.000 ;
7 . e..) 50
Segment 1
Reach S
Waite
; 0.0 )t;;)
; 0. t„)0o
;
0 . C)t_)t) ;
i_) . 000
TribLAtar-y
; 0.000
; 0.000
;
0.000 ;
0.000
* Rt_trrC1ff
; ().11.0
; 2.000
;
0„000
7. 65('.')
Segment 1
Reach 4
Waste
; 0.000
; 0. 000
;
0. 000 ;
Tributary
; 0„000
; 0.000
;
0.[)00 ;
o.[)0C)
it• Ru)"10'f 'f'
; 0. 1 1 i„)
; 2. 000
;
0. 000 'r
7. 650
* I•; t_t no •ff't -f• 1. o w is in c f sr / m i l e

'
---------- MODEL RESULTS ----------
Discharger : NC DOT, I-77 REST AREA
Receiving Stream : NAKED RUN
______________________________________________________________________
The End D.O. is 9.71 mg/l.
The End CBOD is 12.23 mg/l.
The End NBOD is 0.00 mg/l.
______________________________________________________________________
WLA
WLA
WLA
DO Min CBOD
NBOD
DO
Waste Flow
(mg/l) Milepoint Reach # (mg/l)
(mg/l)
(mg/1)
(mgd)
Segment
1
6.63 0.00 1
Reach
1
110
0.00
0.00
0.05000
Reach
2
0
0.00
0.00
0.00000
Reach
3
O
0.00
0.00
0.00000
Reach
4
0
0.00
0.00
0.00000

*,** MODEL- 51..1MMARY DATA -***
Discharger NC DOT, I ... 7;r REST AREA Subbae•,in . 030703
Receiving Stream NAKED RUN Strearn Class.- WS---III,TR
Sommer 7QIO 0.2 Winter '7Q1.o
Design Temperature: 1.5.
MEN8TH SLOPE! VELOCITY 1 DEPTH! K1 1 KI 1 K2 1 K2 1 KN 1 KN 1 KNR 1 KNR 1
1 mile 1 ft/mil fps 1 ft !design! V0' !design! 8201 !design! 320' !design! 2201 1
1 i 1 11 , 1, , ,, 1i 1 , , 1 1 11
,
, , i
Segment 1 1 0.231 87.001 0.148 1 0.36 1 0.47 1 0.60 120.80 1 23.191 0.00 1 0.00 1 0.00 ! 0.00 1
Reach 1 1 1 1 1 1 1 1 1 1 1 1 ! !
Segment 1 1 0.171117.601 0.164 1 0.36 1 0.50 ! 0.63 131.14 1 34.721 0.00 1 0.00 1 0.00 1 0.00 1
Reach 2 1 It 1 1 1 1 ! 1 ! 1 1 1 1
Segment 1 1 1.001 80.001 0.153 1 0.40 1 0.46 1 0.58 114.81 1 22.081 0.00 1 0.00 1 0.00 1 0.00 !
Reach 3 1 It 1 1 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
,
Segment 1 1 0.801 50.001 0.143 1 0.47 1 0.42 1 0.53 111.53 1 12.851 0.00 1 0.00 1 0.00 1 0.00 1
Reach 4 1 1 1 1 1 1 1 It 1 1 1 1 1
!
Flow
1 CDOD 1
1
c•fs
! mg/I 1
Segment 1 Reach I
Waste 1
0.078
1110.000 1
Headwaters!
0.200
1 2.000 1
Tributary 1
0.000
1 0.000 1
* Runoff 1
0.1:10
1 2.000
Segment 1 ;each 2
Waste 1 o „ 000 1
Tributary 1 0,000 1
* Rurr[Iff 1 0.1.:10 1
Segment 1 Reach 3
Waste 1 0.000 1
Tributary 1 0.000 1
* Rur10ff 1 0.1.10 1
Segment i Reach 4
Waste} 1 0.000 1
Tributary 1 0.000 1
* Runc:l-f'f 1 0.11.Cr 1
NDOD 1
D.O. 1
mg / 1 1
Ing / 1 1
0. 000 1
0.00 r
0.000 !
9.200
0.000 !
0. C)00
0.000 1
9.200
0.00 i 1
0.000 1
i_r . 0oCr
0.000 1
0.000 1
0.000
2.000 1
0.000 1
9.2CrCr
0„ 000 1
0.000 00 1
0.000
0.000 1
0.000 1
0.00 r
2.000 1
s-r . 0C)0 1
9.200
0.000 1 0.000 o.000
2.000 1 0. 000 1 9. BOCr
* Rur•rol--•f •f"1clw is :J.n cfs/mile