NC0032662_Wasteload Allocation_19841023

Engineer
Date Rec.
Pf`ice to Ci 1
c
E
0
04-0
N
Facility Name:
Existing
Proposed
a
l
Design Capacity
NPDES ASTE LOAD ALLOCATION
71
Permit No.: )1 Co 0 3 Z (i2 Z Pipe No.: (Q O (
(MGD) :
0e Ioo
47D
County.
Date
jo -s- / /0r49
to—
r-
Industrial (% of Flow) : Domestic (% of Flow) : l00)'?c
Receiving Stream: -� ( �" �'^^ Class: Sub -Basin: tQ ` Og - 3
3: � i�
(Please attach) Requestor•�{ Regional Office
Reference USGS Quad:
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: y b f.-
7Q10: c9, �{ ccs
Location of D.O.minimum
Drainage Area:
Winter 7Q10:
(miles below outfall):
Velocity (fps). (9, t S (
O. 7")
K1 (base e, per day, 2,°C) :
R
v
t
Effluent
Characteristics
Monthly
Average
Comments
cols
3o�(�
rh
,5--
wl(1
5. r". .D.t ( ....w:-C
.
6-
so
P1-k
4e. e_r4 e o
_it.µ.
1
1060
j(OC %.---(
1-SS
!6
30
„ 42
Original Allocation
Revised Allocation
Confirmation
l !
Prepared By: 1\ L/u(V
If‘
O,QI
Avg. Streamflow:
30Q2:
Slope: .7 ( c()"
K2 (base e, per .day, 2JgC)
Effluent
Characteristics
2S Z?
Monthly
Average
r
Date(s) of Revision(s)
(Please attach previous allocation)
Reviewed By:
Comments
S Q : •--t d'-
7/1-e-de-(4
Date: /O /2 / V

' Reouest No. : 1075
'
'
Facility Name
Type Of Waste
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Reouestor
Drainage Area (so mi)
7010 (cfs)
Winter 7010 (cfs)
3002 (cfs)
WASTELOAD ALiOCATION APPROVk! FORM
Wasteflnw (mad) ^
5-Day BOD (mg/1) �
Dissolved Oxygen (mg/1):
PH (SU) �
Fecal Coliform (/100ml):
TSS (mg/1) �
CLAREMONT NORTH WWTP
DOMESTIC
HUFFMAN BRANCH
C
030832
CATAWBA
MOORESVILLE7�/^
DAVE ADKINS
^22
.O4
RECOMMENDED EFFLUENT LIMITS
^1
30
5
6-9
1000
30
COMMENTS
LIMITS APPLY TO DISCHARGE ,2 MJiFS ABOVE MULLS CREEK,,
NO D~O^ iIMIT NECESSARY IF DlSCHARGE TO MULLS CREEK.
D^O^ LIMIT APPLIES TO SUMMER ONLY,
FACILITY IS : PROPOSED ( ) EXISTING ( -Now ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVTOUS|Y ISSUED
RECOMMENDED BY:
REVIEWED BY:
SUPERVISOR, TECH. SUPPORT
REGIONAL SUPERVISOR
Approval is ( ) preliminary ( ) final
PERMITS MANAGER
APPROVED BY :
DATE�
-/0 /�. /sy.
--'--DATF :
Jolil�gy_
TF �

CAA. ¢-vk o-..
30
LAJ,
i
z-

********** MODEL RESULTS **********
DISCHARGER :CLAREMONT NORTH
RECEIVING STREAM :HUFFMAN BRANCH
**************************************************** *** *************
THE END U.O. IS 7.55 MG/L
********************************************** ****** :M**** :****** :*
THE END CBOD IS 9.31 MG/L
*******************************************:************ *********•*:*
THE END NBOD IS 0.00 MG/L
*******************************************:**********:** ************
THE D.Q. MIN. OF SEGMENT 1 IS 5.09 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEF'OINT 0.2
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 127 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT U.O. IS 5 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.1 MOLD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT U.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 2 TS 0 MOD
*************************************:Yc**:; ****************************

*** MODEL SUMMARY DATA *K*
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
•
♦
•
CLAREMONT NORTH
HUFFMAN BRANCH
.04 CFS
24 DEGREES C.
I LENGTH I SLOPE 1 VELOCITY !DEPTH
(MILES 1FT/MI 1 FF'S 1 FT
SEGMENT 1
REACH 1
1 1
0.201 71.001
1
SIJBBASIN
•
STREAM CLASS:
WT.NTRR 7010
WASTEFI.OW
030832
C
CFS
.1 MOD
h1. 1 1n 1 SOD 1 1<2
/IDAY 1 /DAY 1 MG/M2D 1 /DAY
0+181.
Ne 4F'S 1
MG/L./D 1
0.27 1 0.91 1 0.00
0.01 25.22
I 1 I
SEGMENT 1 1 1.401 25.601
REACH 2 1 1 I
0.123 1 0.40 0.57 1 0.00
0.001
1
I 1
0.01 6.161 0.001
! 1 1
ALL RATES ARE AT 24 DEGREES C.
*** INPUT DATA SUMMARY ***
FLOW 1 CBOD 1 NBOD 1 D.O.
CFS 1 MG/L 1 MG/L 1 MG/L
SEGMENT
1 REACH 1
WASTE
HEADWATERS
TRIBUTARY
RUNOFF
0.155 1127.000
0.040 2.000
0.000 1 0,000
0.000 1 0.000
0.000
0.000
0.000
n//
0.000
5.000
7.650
0.000
0.000
SEGMENT
1 REACH 2
WASTE
TRIBUTARY
RUNOFF
0.000
1.140
0.1.50
0.000
2.000
2.000
0.000
0.000
0.000
0.000
7.650
7.650
* RUNOFF FLOW IS IN CFS/MILE