NC0063355_Wasteload Allocation_19861015

1L:U; (' ss� 1S U)0-,-p NPDES WASTE LOAD ALLOCATION
Engineer
I Date Rec.
RED
I 7 1� J%
1337t
Facility Name:N_Date
Existing
Proposed O
Permit No.: NG o0 6 33 S5
Pipe No.: 00/ County: (4/FhJ.(�A
Design Capacity (MGD): O.a7S Industrial (%of Flow):2op.
Receiving Stream: Rud Creuk (b/l kwn*,j) Class: WS12-�T d 9
DDmestic (% of Flow) : TO %a
Sub -Basin: 0,7083 2.
Reference USGS Quad: E lI/ fr (Please attach) Requestor: L;TA S /'L ti Regional Office Meo
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design imp
7Q10 (cfs) /.3
a3-
Drainage Area (mi2):
g3
Avg_ Streamflow (cfs): 157
Winter 7Q10 (cfs) / 6 30Q2 (cfs)
Location of D.O. minimum (miles below outfall):
Slope (fpm)
,?, 0
Velocity (fps): •Or K1 (base N, per day): O.% K2 (base e, Der day): /, 03
S-8Y
S0j"Wc✓ 01A F _
Effluent
Characteristics
Monthly
Average
r"04+41
406A t
Bop
;Zz.n /
30 m
NM-3-N
13 %gjjror
TSS
30 mele
30 z /x
iri
w,,.
zoo//060 k4
,?00 /100 ^A
sV
.2.4m/I
2.-fnilk
sEfflEAWt SOltds
0.1 If
0.1 ilk
v.
1 (0-9 S.U.
Original Allocation U
Revised Allocation
Effluent
Characteristics
:':)nthly
l.verage
Comments
-
C &
wo�
rsteQ-?SNnI.
u-
W�.
comments: ei) qdd 5YtASE
36 mSll fma. In-
60 rAs a chat 11 MAK,
Confirmation U
Prepared By: Reviewed By: Date
/0 rs b

Facility Name:
Existing
Proposed O
NPD/ES WASTE LOAD �.ALLLLOCATION
Permit No.: _ C O c, C- 33 S 5 Pipe No.: O O l
f7� ineer
Date Rec.
t—ZCC
1_31_R&
1 33'(� I
i
Date -7
County:
Design Capacity (MGD) : (% - 0 5
Industrial (% of
Flow) : C o %
Domestic
(% of Flow) : 6
77
/ �� N
Receiving Stream: L /� �� Class: w S - /a 7 Sub -Basin:
O } p 3
Reference USGS Quad:
F (Please attach)
Requestor: L Sa
/ /
SnX L Gj
Regional Office
(Guideline limitations, if
applicable, are
to be listed on the
back of
this form.)
Design Temp..
e23 a
Drainage Area (mi2):__ j43 Avg. Streamf low (cfs): 157
7Q10 (cfs) 1.3 Winter 7Q10 (cfs) G 30Q2 (cfs) Z
Location of D.O. minimum (miles below outfall):
Velocity (fps):
.v/
Slope (fpm)
K1 (base e, per day): 0.7 K2 (base e. oer day): 1. 03
/ �-8Y
SVMw1 L✓ Wi.vTL.�
Effluent
Characteristics
Monthly
Average
Bops
.22 M g4
Fd 6-9 S.U.
01 -N
/3
Tss
30 in
FC__.
200 /OOn t
M3A.5 V
S14hA 1
/ Wt
Effluent
Characteristics
;'onthly
t.verage
,801PY
30
SS
30 /
Fed eUM4.,
200 /00.,t
s
l�
6- 9 so.
ion O Comments: /
tion V O! l an a/ f-u_ � 30 n'94 mo. da4iLwAawX
Prepared By: (LG Reviewed By: Date:

For AWWiate . ®i rgers, List Complete Guideline Vmitatians Now
Effluent
Characteristics
Mc)nthly
Aver a
Maximum Daily
Average
Gbmments
30
lj 0-y" cam—
ww'!P aet�i•//
Type of Product Produced Lbs/Day Produced I Sifliient Guideline Reference

�.-~.-^-^-^---
~�
' ~,
�^
,O,E\^W- t1v 337+
WASTELDAQAi1,,lCAT7ON APPROVAL FOAM ---------------------
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasio
County
Regional Office
Aequestnr
Date of Request
Quad
DON JNNES
LHUNVROMAT/CAA WASH
� 80% DOMESTIC/
20% INDUSTRIAL
� EXISTING
� REED CPEFK<LAKF
�
NOPMAN> K������
WS�II&B
,�
*m�*nmoma*ONmmw*mwwv"ov
� O30��33
CATA
� MRO7 /?�
-
�o��
Drainage �0����07?dv�i)
4.3
� SALEH
Summer 7Q10
1.3
� 7/31/86
Winter 7Q10 nommurs>
1.6
� E14SE
Average Flow (cfs}
4.7
----~~~~~~~^-~~-^~~~~~~^~
RECOMMENDED EFFLUENT LIMITS
:
summer
winter
Wasteflow
rmQd>:
.075
.005
5-Day BOD
(mg/1):
22
3O
Ammonia Nitrogen
(mg/1):
I3
or
Dissolved Oxygen
(mg/1);
or
or
TSS
(mg/1):
30
3O
Fecal Coliform (0/100ml):
200
200
pH
(SU):
8^9
6-9
MBAS
(mg/1):
2.4
2.4
settleable solids
(ml/1):
0.1
0.1
oil and grease
(mg/1):
30
60
COMMENTS
TURBIDITY -THE DISCHARGE SHALL NOT CAUSE THE TURBIDITY OF THE RECEIVING WATERS
TO EXCEED 35 NTU IF THE TURBIDITY EXCEEDS THESE LEVELS DUE TO NATURAL BACK. -
GROUND CONDITIONS,THE DISCHARGE LEVEL CANNOT CAUSE ANY INCREASE IN TURBIDITY
IN THE RECEIVING WATER
Reviewed by:
r
[
r^r
_.... .... ...... __........ .... .... __.... ........ __
peen IT. wendedj +4 /�/
b j
~~
Tech. Support Supervisor
Regional Supervisor
Permits & Engineering
Date �~ _
0axe
Date
Date
Aeouest No. :3376

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L fUG7H 'F �FhGfI" . 7� m
S7Q/v= Iia CM
ci
7A I2o --- - .7a �; . SS c{l�sn.
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nn�,� �
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3 774
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J%5/r4GO
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z

i|
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--------'-----'
-------'
^L
4-
-----'--------- -
'
02.6
.20
----'----`-------

��-VN

D `CIHARGER
DON INNE8
LAUNDROMAT/CARWASH
` NAME GF LA`E
REED CREEK
(LAKE NORMAN)
DEPTH
�.50
FEET
WIDTH
|
40^00
FEET
' VOLUME
1^056Ef006
CUBIC FEET
FRESHWATER INFLOW
1.40
CF8
WASTEWATER FLOW
0^08
MGD
ULT^ BOD OF WASTE
74'^00
MG/L
MAX TIDAL VELOCITY
4
0.01
KNOTG
CROSS-SECTION AREA
100^00
GQ°FT^
ADVECTIVE VEL.
|
O,25
MI/DAY
DISPERSION
+
0^10
SQ^MI^/DAY
K1
0,70
PER DAY
K2
f
1^O3
PER DAY
BOD AT OUTFALL = 6.43044301035 MG/L,,
D^O^ AT OUTFALL = 5+14667188726 MG/L
MILEPO%NT UPSTREAM BOD UPSTREAM D^0,
0^0O 6~43 5.15
MILEPO%NT
DOWNSTREAM BOD
DOWNSTREAM DO
O^OO
6^43
5^15
0^10
5^44
4.97
0^20
4.59
4^92
' 0^30
3,88
4^95
0^40
3^28
5,05
0950
2.77
5.18
0.60
2^34
. 5^32
0170
1.98
5,48
0^80
1+67
5^64
0190
1^42
5.80
1100
1^20
5^95
1,10
1.01
6^09
1^20
085
6~22
1^30
0^72
6.33
1^40
0^61
6.44
1,50
0^52
6,53
1.60
0^44
6^62
1,70
O.37
6,69
11,80
0^31
6^76
1,90
0^26
6^82
2^00
0.22
6^87
THE WA8TELOAD ALLOCATION FOR DON INNES LAUNDROMAT/CARWASH IS 74 MG/L.

D%SCHAN8Elk
t
DON INNE8
LAUNDROMAT/CARWASH
^ NME 0F LxA *KE
REED CREEK
(LAKE NORMAN)
DEPTH '
t
2^50
FEET
WIDTH
+
40^00
FEET
^ VOLUME
�
1^056Ef006
CUBIC FEET
FRESHWATER INFLOW
�
1^70
CFS
WASTEWATER FLOW
4
0^08
MGD
ULT^ BOD OF WASTE
+
238^00
M0/L
MAX TIDAL VELOCITY
0^01
KNOTS
CROSS-SECTION AREA
100^00
SQ.FT°
ADVECTIVE VEL^
0,30
MI/DAY
DISPERSION
0410
SQ.MI^/DAY
K1
�
0^70
PER DAY
K2
�
1~03
PER DAY
BOD AT OUTFAL.L =: 11,672222453 MG/L.
D^O^ AT OUTFALL = 5^64865290978 Mb/L
MILEPOINT UPSTREAM BOD UPSTREAM D.O.
O^0O 11^67 5~65
MILEPOINT
DOWNSTREAM BOD
DOWNSTREAM DO
0^0O
11^67
5^65
0.10
10^00
5,26
0^20
8~56
5°10
0.30
7^34
5.09
0^4O
6^28
5^19
0.50
5^38
^ 5.37
0^60
4^61
5^60
0^70
3^95
5^85
0°80
3.38
6^11
0^90
2^90
6^38
1^00
2.48
6^64
1^10
' 2.13
6.88
1,20
1^82
71,12
1^30
1^56
7.33
1^40
1^34
7^53
1.50
1^14
7^72
1°80
0^98
7^88
1.70
0,84
8.03
1^80
O^72
8^17
J. 90
O.62
8^29
2^0O
0^53
8^40
THE WASTELOAD ALLOCATION FOR DON INNES LAUNDROMAT/CARWA8H IS 238 MG/1

---------- MODEL RESULTS ----
Discharger : DON INNES LAUNDROMAT/CAR WASH
Receiving Stream : REED CREEK (LADE NORMAN)
-----------------------------------------------
The End D.O. is 6.76 mg/l.
The End CBOD is 10d26 mg/l.
The. End NBOD is 0.00 mg/l.
---------------------------------------------------
WL.A WLA WLA
DO Min CBOD NBOD DO Waste Flaw
(mg/1) Milepaint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment; 1 6.76 0.70 i
Reach 1. 185 0.00 0.00 0.06500

1 Seg
# 1 Reach #
1 Seg Mi 1
D.O. 1
CBDD 1
NBOD 1
Flow 1
1
1
0.00
7.20
12.30
0.00
1.30
1
1
0.07
7,13
12.08
0.00
1.31.
1
1
0.14
7.07
11.86
0.00
1.32
1
1
0.21
7.01
11.64
0.00
1.33
1
1
0.2-8
6.96
11.43
0.00
1.34
1
1
0.35
6.91
11.22
0.00
1.35
1
1
0.42
6.87
11.02
0.00
1.36
1
1
0.49
6 .. 814.
10.82
0. 00
1.37
1
1
0.56
6.81
10.63
0.00
1.38
1
1
0.63
6.78
10.44
0.00
1.39
1
1
0.70
6.7.6
10.26
0.00
1.40
1 Seg
# I Reach #
1 Seg Mi 1
D.O. 1
CBOD 1
NBOD I
Flow 1
A

*** MODEL SUMMART' DATA ***
Discharger : DON INNES LAUNDROMAT/CAR WSubbasin : 030832
Receiving Stream : REED CREEK (LAKE NORMAN) Stream Class: WSIII&B
SLAmmer 7Q10 : 1.3 Winter 7Q10 : 1.6
Design Temperature: 23.
UNGTH! SLOPE! VELOCITY 1 DEPTH! KI 1 KI 1 K2 I K2 1 KN 1 KH 1 KKR 1 KKR 1
1 oile 1 ft/mi: fps 1 ft Idesign! 2201 !design! 3201 !design! 2201 !design! 2200 1
Segeent 1 1 0.721 6.001 0.154 1 0.76 1 0.44 1 0.38 1 1.78 1 1.671 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 11 It i 11 11 1 1 11 1 11 01
--------------------------------------------------------------- ------- -----------------------
I Flow 1 CBOD 1
cfs 1 mg/ 1 Segment I Reach I
Waste 1 0.101 1135.000
Headwaters! 1.200 1 2.000 1
Tributary 1 0.000 1 0.000 1
* Runoff 1 0.140 1 2.000 1
* Runoff flow is in cfs/mile
NBOD 1
D.O. 1
mg/ 1 1
mg/1 I
0.000 i
0.000
0.000 1
7.800
0.000 i
0.000
0.000 11
7.800

MODEL. RESULTS
Discharger
DON INNES
LAIJNDROMAT/CAR WASH
Receiving Stream REED CREEK (LAKE NORIIIAN)
------------------------------------------------------------------------
The End D.C).
is F3.60
mg1l.
The End CBOD
is 9.19
mg/1.
The End NBOD
----------------------------------------------------------------------------
is 0.00
mg1l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO Waste Flow
(mg/1)
------
Milepoint
----------
Reach # (mg/1)
-------
(mg/1)
----
(mg/1) (mgd)
-- ----------
Segment 1
8.60
0.49
1
Reach 1
135
0.00
0.00 0.06500

*#* MODEL. SUMMARY DATA **-*-
Discharger DON INNES LAUNDROMAT/CAB WSubbasin : 030832
Receiving Stream REED CREEK(LAKE NORMAN) Stream Class: WSIII&B
Summer- 7010 a 1.3 Winter~ 7010 : 1.6
Design Temperature: 15.
!LENGTH! SLOPE! VELOCITY 1 DEPTH! K1 1 K1 1 K2 1 K2 1 KN 1 KN 1 KNR 1 KKR 1
1 mile 1 Weil fos 1 ft ldesionl 8201 ldesianl 320' Wesionl 2200 ldesianl 220' 1
1 11 1 1 1
, , , , , , 1
1 Is , 1
1 ,
Segment 1 1 0.721 6.001 0.179 1 0.79 = 0.31 1 0.39 1 1.74 1 1.941 0.00 1 0.00 1 0.00 1 0.00 1
Reath 1 1 1 1 1 1 1 1 1 1 1 1 1
1
Flow
1 CBOD 1
1
cfs
1 mg/l 1
Segment 1 Reach 1
Waste 1
0.101
1135.000 1
Headwaters!
1.500
1 2.000 ,
Tributary 1
0.000
1 0.000 1
* Runoff 1
0.140
1 e.000 1
* Runoff flaw is in cfs/mi'le
NBOD 1
D.O. 1
mg/l 1
mg/l 1
0.000 ,
0.000
0.000 1
9.2�t..`0

•
1 Seq
# I Reach # 1
Seg Mi 1
D.O. 1
CBOD 1
NBOD 1
Flow
.1
1
0.00
8.62
10.37
0.00
1.60
1
1
0.07
8.61
10.24
0.00
1.61
1
1
0.14
8.61
10.12
0.00
1.62
1
1
0.21
e.60
10.00
0.00
1.63
1
1
0.2e
8.60
9.88
0.00
1.64
1
1
0.35
E3.60
9.76
0.00
1.65
1
1
0.42
E3.60
9.64
0.00
1.66
1
1
0.49
8.60
9.52
0.00
1.67
1
1
0.56
8.60
9.41
0.00
1.68
1
1
0.63
8.60
9.30
0.00
1.69
1
1
0.70
8.60
9.19
0.00
1.70
1 Seg
# 1 Reach # 1
Seg Mi 1
D.O. 1
CBOD 1
NBOD 1
Flow 1