NCG550655_wasteload allocation_19831108

44� Facility Name:.
Office to Com
Existing
Proposed
n
Design Capacity
NPOES WASTE LOAD ALLOCATION
X/r/ /3/.7De, //lam7-
Permit No.: /0?& 5 7 3//
(MGD) : • COO?
Receiving Stream:
Industrial
L @tee/
Pipe No.: Op!
(% of Flow): Domestic
Reference USGS Quad• a /Z / (Please attach)
Class: (` 747 Sub -Basin:
(%a
County:
non
Date: disv /g 3
of Flow) : /OO %o
03- 08 - 3S
Requestor • /gh5-7 1 'JM'A feq Regional Office . AMC
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.:
7Q10:_
44 Location of D.O.minimum
Velocity (fps) : . I i (x
v
2.3"C-
a
di
1—
cu
(miles below
Drainage Area: 2A.S' ' Z Avg. Streamflow•
r •Cs
Winter 7Q10: f . 2. c-Rs 30Q2: ck-s
outfall): Slope-.
Kl (base e, per day, 22°C) :
K2 (base e, per day, 20°C):
5
Effluent
Characteristics
Monthly
Average
Comments
TSS
3a
4
6-q
nis
SU
Q
Original Allocation
Revised Allocation
Prepared By:
Effluent
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
„ale
c �P QL
Reviewed By:,
Date.: loVe2//08

751
.ACILITY NAME
TYPE OF 'AE
COUN Y
REGIONAL OFFICE
RECEIVING STREAM
WASTELOAD ALLOCATION APPRD;A c
� KELLY BROOK MHP
� DOMESTIC
� BURKE
� MRO
LAUREL CREE
REQUESTOR : MIKE PARKER
0ge@30'
SU3BASIN : 0aO831
7010 1 .8 CFS W7010 1 1, 0F 3002 3 1.6 CFS
DRAINAGE AREA
:285
SQ~MI^
`TREA- C ASS !C-TR
RECOMMENDED EFFLUENT LIMITS
W ST OW(S) (MOD) ^0009
B D-5 L> 30
NH3-' (h '
3^O^ (MG/L) �
PH (SU) 6-9
FECAL COLIFORM (/100ML):
T S S (MG/L) 30
��
FACILITY IS t PR I SED ( �/ EXISTING ( ) NEW (
NO CL-, COLIF5RM 17 �
SINCE OS>>QW~
IGNORE REOUEST t%* ge4
'
41~--
)
`yj°`A**^****
LIMITS ARE : RE 57 ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY1.
MODELER
SUPERVISOR,MODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
�--_---- ------------
^
DATE �- --
" «
---DATE �
R�������
�/�-��"�w�
`ATF. QUALITY SECTION
clF�,'`, -- ?U'ANCH,

Lo?a = ,,za
Zoo
1n Zo
20 k f4 - I.6
2 { -42511.,

•
•
•
.*..* MO EL SUMMARY DATA
•
1':r `CHARGER
RECEIVING STREAM
U.I. M
DESIGN
G�•. TEMPERATURE
:.'.. tJ .I. iJ!-
• KE BROOK MHP
• 1`t w. E". �... i .e �Jf: f ei f
• L.AURE:L. CREEK
• ,8 CFS
S
23 DEGREES C.
�-
03 08 3S'
Si BBAS:r. :
STRE
r�
it CLASS: ��7 C; . E <' -•• fR
WIN —ER 0 1 ii 1,2 C F S
5, 1:° STEF OW. + 0009 MOD
ILENGTHISLOPE ! VELOCITY !DEPTH 1 K 1 E Kr; ! SO.1. E K2 1 NetRS1
I Ec :FT/MI 1 "� FT
1 /DAY "r /rr 1MM ,D E `I nv E M O 4rDI
E E ! E E
SEGMENT 'M n 4' f5 gat 1 r•. 10 0,116 I '1 itFl .' i 0,00 �'•, rw 1
:J E::: ,z f , _ � �'! :t E 1. •, . 1 .� 3 i 4 ! �r i . 1 . t.� .:. :E.. a ;:, :1 E a �� ;� f
.,F ,.rH 1 1 1 I 1 E E
ALL RA.ES ARE AT 23 DEGREES C.
:' . 1:- F:UT DATA SU M' .Y ***
! FLOW Lb D 1 NBOEt I D. 0 1
E CFS 1 MG L. MG - L. I MG/1 1
1 1 1
SEGMENT 1 REACH 1 E E E !
W i' 05 0 �1 1 1 1 0 S 00 0t� 0! i0 i t � 0i0
rY f"� / T E• E i ti .. t .4 .w if .0♦ - ! t! .00
f�'t 1 ,♦ v % v -
E�"j w 1tE1"tS! !ui•80Yi E 2i00\� E 0iO4'i% 1 r800 !
TR B1 ARY I 0,000 - 0.000 I 0,000 0,000
UNOF F* 1 0 2.000 1 0.00. 1 ., 800 1 t 1 {" �i id \♦
RUNOFF FLOW IS IN CFS/MILE

********** MODEL RESULTS
DISCHARGE !KELLY BROOK MHP
RECEIVING STREAM !LAUREL CREEK
THE END D.O. IS 061 MG/L
THE END CBOD IS 1^67 MG/L
THE END NBOD IS 0^00 MG/L
THE D.O. MIN. OF SEGMENT 1 IS 7^79 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 110 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS O MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING BEG 1 REACH 1 IS 9,OE-4 MGD