NC0023191_Wasteload Allocation_19860925

fh ineer Hate Rec.
n NPDES WASTE /LOAD ALLOUTNIN 8 Z Q
Facility Name: �°— n C2 JC" Date -7 -$ 6
Existing
Proposed O Permit No.: N C t' o 3 l 9 Pipe No.:
0o/
County: //'eko
Design Capacity (MGD): b O O 5 Industrial (% of Flow): Domestic (% of Flow):
Receiving Stream: / h,rd c- Class: `Sub -Basin:
Reference USGS Quad: ( S /NF (Please attach) Requestor: L ScL Regional Office /Q G
Sl.qk"s
(Guideline limitations, If applicable, are to be listed on the back of this form.)
Design Temp.: a Drainage Area (mil) : 6 % 4P Avg. Streamf low (cfs) : (, J,i
7Q10 (cfs) /et,.t Winter 7Q10 (cfs) .21 30Q2 (cfs) �9 ZIC 8
Location of D.O. minimum (miles below outfall): 6.0
Slope (fpm)
Velocity (fps): O,A(. Kl (base N, per day): 0,1 7 K2 (base e. oar day): /. 9j
8Y
fr�nrs✓
Effluent
Characteristics
Monthly
Average
Comments
0,o
30 ,, f
SS
36 A, Q
]11 ation O Comments:
to ation
ion O
BY:
Effluent I
Characteristics
.:)nthly
Lverage
Comments
(30
3d M
TSf
30 M
PLOTTED
Reviewed By: Date:

07
Request No. :3415
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
WASTELOAD ALLOCATION APPROVAL FORM
: SEVEN CEDARS MHP
: DOMESTIC
: EXISTING
: THIRD CREEK
C
030706
IREDELL
MRO
SALEH
8/29/86
E15NE
RECEIVED
NOW OF EIMRONMENTAI MMACI Mf A�
SEP 8 1986
MOORESYILLE
BEOUNAE OFFCE
Drainage Area (sq mi) : 67.B
Summer 7Q10 (cfs) : 12.2
Winter 7010 (cfs) 21.
Average Flow (cfs) 69.4
--------- RECOMMENDED EFFLUENT LIMITS -------------------------
SUMMER WINTER
Wasteflow
(mgd):
.005
.005
5-Day BOD
(mg/1):
30
30
Ammonia Nitrogen
(mg/1):
NR
NR
Dissolved Oxygen
(mg/1):
NR
NR
TSS
(mg/1):
30
30
Fecal Coliform (#/100ml):
NR
NR
pH
(SU):
NR
NR
----------------------------------
COMMENTS ----------------
Recommended by__,_,_,_ Date
Reviewed by:
Tech. Support Supervisor _._�_ Date
Regional Supervise r^------- _-_- Date
Permits & Engineering __ ._ .. Date

i
---------- MODEL RESULTS --
Discharger : SEVEN CEDARS MHP
Receiving Stream : THIRD CREEK
---•---------------------------------------------
The End D.O. is 7.63 mg/l.
The End CBOD is 1.84 mg/l.
The End NBOD is 0.00 mg/l.
------------------------------------------------
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 7.65 0.00 1
Reach 1 110 0.00 0.00 0.00500

I Seg #
Reach # 1
Seg Mi I
D.O. 1
CBOD
NBOD 1
Flow 1
1
1
0.00
7.65
2.07
0.00
12.21
1
1
0.10
7.66
2.05
0.00
12.37
1
1
0.20
7.68
2.03
0.00
12.53
1
1
0.30
7.70
2.01
0.00
12.69
1
1
0.40
7.71
1.99
0.00
12.66
1
1
0.50
7.73
1.98
0.00
13.02
1
1
0.60
7.74
1.96
0.00
13.18
1
1
0.70
7.76
1.94
0.00
13.34
1
1
0.80
7.77
1.92
0.00
13.50
1
1
0.90
7.78
1.91
0.00
13.67
1
1
1.00
7.79
1.89
0.00
13.83
1
1
1.10
7.81
1.88
0.00
13.99
1
1
1.20
7.82
1.86
0.00
14.15
1
1
1.30
7.83
1.84
0.00
14.31
1 Seg # I
Reach # I
Seg Mi 1
D.O. 1
CBOD 1
NBOD 1
Flow 1

*** MODEL SUMMARY DATA ***
Discharger : SEVEN CEDARS MHF' Subbasin : 030706
Receiving Stream : THIRD CREEK Stream Class: C
Summer 701O : 12.2 Winter 701O : 21.
Design Temperature: 24.
:LENGTH! SLOPE: VELOCITY : DEPTH: KI : KI 1 K2 1 K2 1 KN : KN : KKR : KKR :
ft N ' : ' a20' W ' 120' d ' a20' '
� /lIe i ft//l� fG5 i � esion� a2U desian� � esipn� i e51Gni �
Segment 1 : 1.30: 5.001 0.306 : 1.70 : 0.45 1 0.38 : 2A7 1 1.991 0.00 1 0.00 1 0.00 : 0.00 1
Reach 1 : : : : l : : : : : : : :
1 Flaw
: CBOD
NBOD 1
D.O. :
: cfs
1 mg/l 1
mg/l 1
mg/l :
Segment 1
Reach 1
Waste
: 0.008
:110.000 :
0.000 :
O.000
Headwaters: 12.200
1 2.000 1
0.000 1
7.650
Tributary
1 O.O00
1 0.000 1
0.000 :
0.000
* Runoff
1 1.620
1 2.OoO :
0.000 :
7.650
* Runoff flow is in cfs/mile

---------- MODEL RESULTS
Discharger : SEVEN CEDARS MHF
Receiving Stream : THIRD CREEK
--------------------------------•-------------
The End D.O. is 9.47 mg/l.
The End CEOD is 1.93 mg/l.
The End NBOD is 0.00 mg/l.
----------------------------------------------
WLA WLA WLA
DO Min CHOD NPOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
---------------------- ---- ---- ------------
Segment 1 9.20 0.00 1
Reach 1 110 0.00 0.00 0.00500

*** MODEL SUMMARY DATA **x
Discharger : SEVEN CEDARS MHP Subbasin : O307O6
Receiving Stream : THIRD CREEK Stream Class: C
Summer 701O . 12.2 Winter 7010 : 21.
Design Temperature: 15.
!LENGTH: SLOPE: VELOCITY I DEPTH: KI : KI : K2 : K2 1 KN 1 KN 1 KNR : KNR !
: mile : ft/mi: fps : ft :design: 1204 :design! 120' :design: 120' :design: 120' 1
Segment 1 : 1.30: 5.00: 0.452 : 1.81 : 0.31 : 0.39 1 2.63 1 2.94: 0.00 : 0.00 : 0.00 : 0.00 :
Reach I , 1 i
: Flow CBOD
cfs mg/1 1
Segment 1 Reach 1
Waste 1 0.008 !11O.00O
Headwaters: 21.000 1 2.O00 1
Tributary 1 0.000 1 O.000 ,
* Runoff 1.920 : 2.000 1
* Runoff flow is in cfs/mile
NBOD :
D.O.
mg/1
mg/1 1
0.000 :
0.000
0.000 :
9.200
0.000 :
0.000
0.00O
9.200

�f
Q< G Ytzfr
—
=0,w47
4--
Q
Od. 1.20s do �d
�, i�'dP.Y,•siL
•V Xr;Wo • /.S.7�fr
v Jd91 =33, y c�
r,
� Ort•79.bm�s
eol----------
%_
�- o.2 z
d� -2
evr , w 79/d y/B ✓� _ �d 131
3/ L
,f* r 3092 y /E /�' b'8, ^+% ` z 0, 16 - wr,
I�cc.+ CE�T.r MAP
trf • s-7q/o _ (6. /8
�;1'. w7910 = CO. 3/
u� 30Q? = (0.39
ti Q2„iaoS.dtioo I �5f 9A s (/, 013J.h;L/ 17
- — --- -- - - - - t
epf s79/0 - b,ld WT/";(7y.6 „;z) _
W7gl (�,3 .2
�yt. 300 L._ co,33 CA/w ;746

as- -- - - -- --- - -
IMF= s
11g
_ 79/0

7J
8IS IQACG