NC0032212_Wasteload Allocation_19831221

E
0
c.�
0
Velocity (fps):
Facility Name:
Existing
Proposed
1 L
Design Capacity
NPDES WASTE LOAD ALLOCATION
lossee
Permit No.: ff G00 3ZZ1
Pipe No •
(Kw: D. /529 Industrial (% of Flow) : A01
A h'
Receiving; Stream:
aof
Domestic
Date:
NOV' 3a/ / 9
County: 4
(% of Flow) : /cX ,DL
Class: 4'106" Sub -Basin: O 51 - O.-2 -
Reference USGS Quad: i0a.411.‘Af.e a (Please attach) Requests/or: �j h, 'k Regional Office_f/S V/1 ,__.
pis mai ,/�9ce 2 Is'r�%�( D. DO7S-MSi^O donf47 Ac� - o /O.v.44/Al'JCQ .
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: 22 ' e-
7Q10: _ 0
Drainage Area: . '1 TZ
Avg. Streamflow: G', lc cC
Winter 7Q10: c5 30Q2: i c �S
Location of D.O.minimum (miles below outfall)• d Slope: 23 7- cr
K1 (base e, per day, 2b0C) :. - SS K2 (base e, per day, 20C) : gq•6
. Ioc
Effluent
Characteristics
Monthly
Average
Comments
Go D4'
3'
*, j'Q
6-s,.s
.5 V
e ('
-ce_cJ CV1.4 C r....
1000
/to, w.0
Tss
30
f -Q
i (rs C '.
2.9
x (�
Original Allocation
Revised Allocation
Prepared By: '1/n.-cJ2c,,-U
Effluent
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
Reviewed B
z
Date:

•
FACILITY NAME
TYPEiTFWASTE
COUNTY
E.31DNAL OFFICE
RE17,E1YIG STREAM
DRkTNAIi7:
RECT,C:MMENTAFT! F E
04- iffRp
FECAL
LIFOPM
FACILTTY '1/e) 7 •
LIMITS ARE :
Q ftu— ci
MODELER
SUPE:WTSORTELTH::.
CNAL
E
° 1983
P( SECTION
P S
(di*.
)D77A3
"/.3

DISCHARGER
REGETUTN i STREAM
WA8TEFLGW
,.� 1
CAMP t/ } ONARI. iei! i F
LANCE CREEK
K
.15
1 SE GNO 1 REACH 1 S FG MT 1 DO /�(j 1 C OD 1 NiRC T! 1 FLOW 1
1 1 1 1. 1 0.001 6.001 0 1 110.001 0.001 0.231
1 1 1 1 1 0.101 7.381 106.361 0.001 ♦ 0,231
1 1 1 1 1 0 20 1 % 51 1 102.241 `1 00 } 0 2 i }
1 1 v. S: u f . t. 1 . '' 1 K t � L 1
1 1 1 1 1 0.301 7.561 99 14 ! 0.001 0.231
1 1 1 1 1 0.401 7.601 96.111 0.001 0.231
1:' 92.961
r S
1 1. 1 1 10.50 1 7.641 9!2.9 6 1 0,001 0. '.3 1
1 1 0.601 7,681 89.291
9 L 9 1 0.001
0 0 1 0 1 '..i
1 1 .1. 1 t l + :! r 1 t • + t ` ♦ t: + A.. t.! 1
} 1 1 1 1 0 701 r 7•1 1 06.911 0.001 0.231
I r '+ .� u f . r .1 f
1 1 1 1 1 0.801 7.751 81.071 0.001 0.231
1 1 1 1 1 901 7.781 81.251 0.00! 0.231
.t. . r u . f s. • 1
7 1 'l78.561 0 i'� r�':
1 1 1 1 1 1.001 f +c�'•i l �.,•;�! tr+:..t»
1 1 1 1 I 1.101 7 8} 7w 9+�1 0 001 0.231
1 / } : I + s.• 1 i, r 1. t t i s ,
1 1 1 1 1 j 2.0 1 88 1 ;;. ,1►- 1 0.001 0.231
.r + ::. f + \. r: r e s i 1
1 1 1 1 1 1.301 7 911 1 71.021 0.001 0.2. 1
1 1 1 1 1 1 .40 1 7.911 68.671 0.001 0.231
1 1 1 1 1 1,501 7.971 66.401 0.001 0.231
1 1. 1 1. 1 1 .60 1 8.001 64.201 0.001 0. 2to !
1 1. 1 1. 1 1.701 8.021 62.071 0,001 0.231
} 1 1 1 1 .} 8 r 5 1 60.021 0.231
I .• . '.. � 1 t.! . t/ b 1
1 1 1 1 1 1,901 8.071 58.031 0.001 0.231
1 1. 1 1 1 2.001 S.101 tit:. 1.1 1 0.001 0.231

,
. » �
,
****AK***** MODFL RFSU(T1; 4:*4: 3: 31*T*1A*
1)ISCHAR8ER MASS YONMLOSSE
RECEIVING STREAM :LANCE CREEK
**********************al; 1;*as*******Xx*1K**4: to*****At***TIC *it 4:*4: to$1: 1: %: 4:**4: 4: 414:41 X: 3k
THE END D.8° IS 8^10 MG/L
*****************************************4:***3: 3:$*1: 4: 4:*3:*is 1: 4:*4:*3:*4:*4: sk*
TH� �ND CBOD IS 56^1.1 MG/L
�******************************it***It*4:*it A 3: to X: 1: 4: 3: 4: 1:$*******1:*X:$4:NO1:*4: 3: X: X: I.
THF END MOD TS 0°00 MG/L
*****************************x!************3:14 4: 4:0%%x: 4:*X:*********to*1: 4:**3:*
THE D°O^ MlN^ OF 8EGMOT 1 lG 6~0O MG/L
lHIS MINIMUM JS LOCATFD ASFTCMENT MIlEFOINT O
WHICH lS LOCATFD IH REACH 141 iMB1,R 1
THE WLA FOR SEGMENT 1 RFACH 1 TS 110 MS/}. 8F CF, PD
THFn W|'A FOR SEGMEHT 1 REACH 1 TS 0 MG/L OF ND3D
THE REQUIRED Ell FiUFNT D.O° TS 6 M�/L
THF' WASTEFLOI ENTERING fit FC 1 RFACH 1 I0^15 MGD
********is******SK*lK*3x*********3!**:1**:1 :1 ; :1 :1%:x :1 :1 :1 :1*:1 :11%**1, is 11 YK 10 :,*****3,***At**

^
'r
*** MOT1F| RUMMkRY DA��*
DISCHAR8ER
RECEIVIN0 GTRFAM
7Q1O
DESIGN TEMPERATURF
CAHP YOHhMiASGEE
iANCE CREEK
O CFS
77 DF7 GREFS C^
�|'EHF3TH)aLOPF | VFiOC{TY \DP T H
}MIiER (FT/M7 \ FPS | FT
S!/toBASIH ()4O2O1
STRFAM Cito RS'I C,—TR
WIHTER 7O10 1 0 CFG
WASTFFiOW 1 °15 MGD
\ /DAY \ /DAY 1MG/M2P1/13AY |Ml;.
--_--=W=====-n,====`=.``w-r-,40-n````-.=.1=.`1=1`-T`":-:*,: `=`*:"::::
GEGMENT 1
REACH 1
! | | |
2~001237^001 0.jOO i 0°39 \
! |
|
A|l RATFS ARF AT :12 BRUNET C,
'
*4(* JNPUT DATA 9UMMARY *11*
! FLOW ! CB 0 1)
| C F S: MF/L
| |
0~O| 14^36\
| i
,
---`.===*,=====.
| MSill \ MR/i |
=======.`.==`=`==ZA C======_u==.`=* n.`=.`—".`===,=`=====-n===========
SEGMENT
|
1 REACH 1 \
WASTE
HEADWtoTERS1 0.000
TRJBUTARY | 0.0OO
RUH0FF :1 | 0.0OO
|
|
i1
0^00O
6,O0O
O,0O0
0,000
�����1-,= 1= = = := = = = T = = ::r ::_ =
=======n—.-----'—.`===.`==,````-1-`'`-``'I``=.`.`=cz==-----====
* RUNOFF FLOW IS 114 COFS/MILE