NC0065684_Wasteload Allocation_19860612

N
Facility Name:
Existing O
Proposed a
NPDES WASTE LOAD ALLOCATION
LAWNERS RoArV SugpIvI5Idh1 STY-PA?,REALTY, -:�c
)JCo o (0 5 (0 8.-
Permit No.: Pipe No.:
CDO(
Engineer
I Date Pec.
J. STCi
I -0 /9 ,P&
1of 90 0'
Date
County: (AN ( OIJ
Design Capacity (MGD)/: Oi/0 Industrial (%of Flow): iU� DJme5tic (%of Flow): /OU
Receiving Stream: c;; OOst_ C._E_7EI�_ Class: sub -Basin: 03 - O% - /,
Reference USGS Quad: 4r ((n NE (Please attach) Requestor:.54ff jf"e�rjCrS Regional Office iA669E3VIl(F
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: o13 eG Drainage Area (mi2):
7Q10 (cfs) 6 . I Winter 7Q10 (cfs)
Location of D.O. minimum (miles below outfall):
9.4�__
a•3
Avg. Streamf low (cfs): 8�• G
30Q2 (cfs)
Slope (fpm)
as -
Velocity (fps): f) • I(. G Kl (base e, per day) : K2 (base e . Der day) : I
L-SY
Effluent
Characteristics
Monthly
Average
Comments
D
c3goAL-
S,
55
M
ct,
ao
c.
Effluent :'Dnthly
Characteristics Lverage Comments
r
c � O Comments:
tion O
ion 0
By: Reviewed By
(: 44pll V 0,
Date: i /�

a mot No. i 90.
&3 w,g ALLOCATION APPROVAL FORM --------------------
Facility Name
ao Of Waste
Receiving Stream
»ream Gass
Sub mgn
ware
Regional Office
Gwww,
Drainage Area a, 6,
3 w !cis
Winter a!, ao,
3QlJv
LAWYERS ROAD m»wG2:
: DOMESTIC
: ROSE ayr
i Qamg
a 3,
agS2mE
; S. BRIDGES
! 8.0
0
eawca ass, !
w,w ,q awl, !
Dissolved oae awe:
PH se :
Eec6e6l9a 91062!
as awe . !
-------------------------
RECOMMENDED EFFLUENT LIMITS ----------
cw
k
/G
a
�..5MMENTS .... . ....
— — — — — — — — — -- — — — — — — � .� . . . . . . . ..... .... ....
FACILITY R:PROPOSED (PIS EXISTING c , NEW Wei
Gba ARE :REVISION( ) CONFIRMATION C ,£ THOSE PREVIOUSLY ISSUED
-----------------------------------------------------------------------------
«aaGRaa:
«tea w;
SUPERVISORY TECH. SUPPORT
REGIONAL SUPERVISOR
PERMITS MANAGER
. .. . Gr:
�
..�_.y» c41/8)\
: Q ` eaE: `22
G R C.5;3

kGJJJ__V\ er.S (Oarm Sut vlsI V-Al
Goo (L Creelk
03-o7—/.Z
3t
IA = $.GS .a;
57C�IJ
- O.I cos
w 7Q/a >0.3c4is
!
4a = 4'•be cfS
elect= 690 it,
Creasep' \
tfti l z
0.7 MGp
xk-
DA= I.V7 n:fZ
,5'7,?1, = OJ Cis
y 7?lo = O • Y c43
9.sO CTS
L
4w= O.tO M
£feu=S$5 ft
4
hIA�
0.2 rNr�cs
S 7Q to Ro
0
U1 / q to le
o s 45/mde-
Avc, /eo
f. S c(s/.Pile-
1�
.DA= /6.7 i
.574Ple = O.ze{S
e, 7(1/a = o • Y c-(S
9A- //.o C4s
Q, O�i CiS /Mrlfr
1. 15 C'1 S/Iv r/Q-
/9.2
coNT r

DIGCMARGER
RECEIVING STREAM
********** MDDEL RESULTS **********
�LAWYERS ROAD 8UB11IVISION
IGOOSE CRE*EK
**********************************************************************
THE END D,O, IS 5^56 MG/L
THE END CBOD IS 31^53 M8/L
**********************************************************************
THE END NBOD IS O^OO MG/L
**********************************************************************
THE D.O. MIN° OF SEGMENT 1 IS 5^22 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT O
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 36 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS O MG/L OF NBOD
THE REQUIRED EFFLUENT D^O^ IS 5 MG/L
THE WA8TEFLOW ENTERING SE8 1 REACH 1 IS 0^7 MOD
THE WLA FOR SEGMENT 1 REACH 2 IS 135 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS O MG/L OF NBOD
THE REQUIRED EFFLUENT D^O^ IS 5 MG/L
THE WASTEFLOW ENTERING 8EG 1 REACH 2 IS 0,1 MGD
********************************************h:**********

9 • C • 0
f
r
ElISCHAR0ER
LALJYER,J" ROAD SUBI+I'y'
^UI SIt,;
u3. 0-1. i
RECEIVING STREAM
G01)6E Cd-REEK
STREAM CLASS:
C'
C.1.
70
4 0.1 CFS
WI1\1TER 7 Q1.0 t
0 4 CF.
Z;Ew`IGN TEMPERATURE
4 25 DEGREES C.
uA 3 TEFl...0W :
0 + ►. MotGD,
! LENGTH I SLOPE !
VELOCITY
1 DEPTIVI
I KI I Ki
1 K I
K ' I Kin I
I MILES I FT/MI I
FPS
I FT I
/DAY 1 @210
I /DAY i
920 I /DAY I
13EGMEI<1T I
! 0.2'01 25.001
0.160
1 0.69
! df;,c ! 0*,.4
! 5.3:1.1
1.461 0.00!
REACH :I.
I I I
!
I I
I I
I I
SEGMENT 1
! I I
1 1.301 1,9.20I
0.166
1
1 0. 75 1
I I
0.53 1 0.4 -'
! I
1 6.3e� I
! I
5:'7,:11 d► 0I
REACH 2
1 1 1
1 1
*** INPUT DATA SUMMARY ***
I
FLOW
I CROG
1 't'P0I+
I D .0. !
I
CFS
I MG/L
I MG/L
I Mir/1- I
1
SEGMENT 1 REACH 1. 1
1
I
!
1
! !
! I
WASTE 1
1,085
1 36.000
1 01.000
1 54000 1
HEADWATERS!
u . 100
1 2 . r; 00
1 01000
i 7 . �C d 1
TRIBUTARY 1
0.000
1 0,000
1 0 .000
1 04000 1
RUNOFF 1
0.000
1 d . 00d
1
1 0.000 1
!
SEGMENT 1 REACH 2 1
1
1
!
1
! 1
1 !
WASTE 1
0. 1`:, a
1 1.35 + 000
1 0 .0€ 0
1 5.000 1
TRIBUTARY 1
0.000
1. d , ddd
1 0.000
1 d . 000 is
RUNOFF 1
0f080
1 2.000
1 0.000
1 7a 60 1
a� RUNOFF FLOW IS IN CFS: MILE