NC0063762_Wasteload Allocation_19861205

NPOES WASTE LOAD ALLOCATION
Facility Name: 1leyesGo
Existing 0
Engineer
I Dat Rec.
SD d
/l S A6
3 5
� Date
Proposed O t Permit /lW No.: O� ,374;,7- Pipe No.: AKI County: ('
Design Capacity (MGD) : &V. 0 0y// Industrial (% of Flow) : /U Ibmestic (% of Flow) : /10 J
Receiving Stream: kd;1, Class: _(4 . Sub -Basin: Q.707 //
V `'
Reference USGS Quad: ��/�� (Please attach) Requestor:jyy/,�!/f Regional Office G6iGl�'l�
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Tkamp.: 1;2 Drainage Area (mi2): yj(p. a Avg. Streamflow (cfs): iU3
7Q10 (cfs) (n, 2 Winter 7Q10 (cfs) l 30Q2 (cfs )
Location of D.O. minimum (miles below outfall) : b Slope (fpm)
Velocity (fps) : �) _ / V I Kl (base e, per day) : (P). L(L r. �S �C K2 (base e. r:er day) : ;2.
i-ev
Effluent
Characteristics
Monthly
Average
Comments
( i0
(ono
Effluent :'Dnthly
Characteristics l.verage Comments
O Comments :'J�" % (( j Uj Vx i Ct
Prepared By: Reviewed By: Date:

Request No. :3553
----- WASTELOAD ALLOCATION APPROVAL FORM ----
RECEI@ EED
Facility Name
: DEVESCO PACIFIC
DEVE699M M.me0 P*RWTION
Type of Waste
: DOMESTIC
Status
: EXISTING
NOV 24 1986
Receiving Stream
: ROCKY RIVER
Stream Class
C
yDORMSE
Subbasin
: 030711
MMUL0ffia
County
: CAPARfiIaS
Drainage Area (sq mi)
: 86.2
Regional Office
: MRO
Summer 7010 (cfs)
: 6.9
Requestor
: MACK
IGGINS
Winter 7010 (cfs)
: 13.
Date of Request
: 11/13/86
Average Flow (cfs)
: 103
Quad
: F16SW
3002 (cfs)
:
--- - - - RECOMMENDED EFFLUENT LIMITS--------
Wasteflow
(mgd):
0.09
S-Day ROD
(mg/1):
30
Ammonia Nitrogen
(mg/1):
Dissolved Oxygen
(mg/1):
TSS
(mg/1):
30
Fecal Coliform (4/100ml):
1000
pH
(SU):
6-9
---------------------------------- COMMENTS------------
SIWER MAPLES ESTATES IS INTERACTING WITH THIS DISCHARGE.
Recommended by - ( S/1 1� Date 1L_L3_ RV
Reviewed by:
Tech. Support Supervisor
Regional Supervisor
Permits & Engineering
Date _/��J
Date �� GJ__
Date

'III
. o cl v rrn c�
0/4
- - -- - a w = oq� Cl
- � 5
t 'fig,
Wow=G.is1
C
Y
11 o C
�9A iR 0 6 7-r7---
5= y93
p (, 4, au - i b3) . 83
-- - - - );(,ORD-

1- - -
- --� a _ - - -- -- - - -- -- - - - -
- - --
► os ' -fie . �} _
- Av
(C o= qov
- -;ate()
-- - - - -
�i3� �3s- -
- -C/ dx
II
DO- �o
VU=�� - ---
--_. ------ --
- _
. ------ ---- ----- -- ---
----------_ �`'� c_ - . __-_.___ .- --/_cam
_��w-
57
i�
i
E

Strea.m :
PIai ,n s're"
6Co. nC.h
distance

-- ----------- MODEL: RE%JLTS -- --
DiSChargbr : DEVESCO PACIFIC DEVELOPMENT CORPORATION
Receiving Stream : ROCKY RIVER
------------------------------------------------------------------------
The End D.O. is 7.42 mg/1.
The End CBOD is 4.18 mg/1.
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 7.39 0.80 2
Reach 1 135
0.00
0.00
0.04000
Reach 2 135
0.00
0.00
0.09000

# MODEL .SUMMARY DATA #
r
Discharger o DEVESCO PACIFIC DEVELOPMENSubbasin 030711
Receiving Stream : ROCKY RIVER Stream Classy C
Summer 7010 : 6.9 Winter 7Q 10 13.
Design Temperature: 25.
(LENGTH! SLOPE! VELOCITY 1 DEPTH! K1 1 K1 1 K2 1 K2 1 KN 1 KN 1 KNR 1 KNR 1
1 mile 1 ft/mil fps 1 ft (design! 3201 (design! 8201 (design! 820° (design! 0201 1
-----------------------------------------------------------------------------------------------------
,
Segment 1 1 0.401 5.601 0.176 1 1.65 1 0.46 1 0.37 1 1.90 1 1.781 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 1 1 1 1 1 It 1 1 1 1 1
Segment 1 1 1.101 5.601 0.191 1 1.68 1 0.46 1 0.37 1 2.15 1 1.931 0.00 1 0.00 1 0.00 1 0.00 1
Reach 2 1 1 1 1 1 1 1 1 It 1 1 1 1
-----------------------------------------------------------------------------------------------------
1 Flow
1
CBOD 1
NBOD 1
D.O. !
! cfs
1
mg/ l 1
mg/1 1
mg/1 !
Segment 1
Reach 1
Waste
1 0.062
1 135.000
1
0.000 1
0.000
Headwaters! 6.900
1
2.000 0 1
0.000 1
7.560
Tributary
1 0.000
1
0.000 1
0.000 !
0.000
* Runoff
1 1.100
1
2.000 0 1
0.000 1
7.560
Segment 1
Reach 2
Waste
Is 0.139
11135.000
1
0.000 to
0.000
Tributary
1 0.000
1
0.000 1
0 - t:100 1
0.000
* Runoff
1 1.100
1
2.000 1
0.000 1
7.560
* Runoff flaw is in cfs/mile

SUMMER
NEW MODEL RUN FOR DEVESCO
AND SILVER MAPLES 8/30/88
MODEL RESULTS
Discharger
Receiving Stream
----------------------------------------------------------------------
The End D.O.
is 7.04
mg/l.
The End CBOD
is 2.79
mg/l.
The End NBOD
----------------------------------------------------------------------
is 2.82
mg/1.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1)
Milepoint Reach #
(mg/1)
----
(mg/1)
----
(mg/1)
--
(mgd)
----------
Segment 1
------
7.04
----------------
1.40 2
Reach 1
45.00
90.00
0.00
0.04000
Reach 2
45.00
90.00
0.00
0.09000

*** MODEL SUMMARY DATA ***
Discharger
Receiving Stream
Summer 7Q1O
Design Temperature: 26.
Subbasin : 030711
Stream Class:
Winter 701O :
1LEN6TH1 SLOPEI VELOCITY I BEPTHI Kd 1 Kd 1 Ka I Ka I KN I KN I KNR I KNR I
I mile I ftlmil fps I ft Idesigni 920° Idesignl 8201 Idesigni HP Idesignl a1201 I
-----------------------------------------------------------------------------------------------------
1 I I I I I 1 I I I I I I
Segment 1 1 0.401 5.601 0.173 1 1.64 1 0.89 1 0.28 1 1.99 1 1.74) 0.48 1 0.30 1 0.48 1 0.00 1
Reath 1 I I I I I I I I I I I I I
-----------------------------------------------------------------------------------------------------
1 I I i I I I I I I 1 I 1
Segment 1 1 1.101 5.601 0.176 1 1.65 1 0.29 1 0.22 1 2.02 1 1.771 0.48 1 0.30 1 0.48 1 0.00 1
Reach c 1 1 1 1 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
I Flow
I CBOD I
NBOD I
D.O. I
I cfs
I mg/l I
mg/l i
mg/l I
Segment 1
Reach 1
Waste
1 0.062
1 45.000 1
90.000 1
0.000
Headwatersi 6.900
1 2.000
1 1.000 1
7.300
Tributary
1 0.000
1 2.000 1
1.000 1
7.300
* Runoff
1 0.050
1 2.000
1 1.000 1
7.300
Segment 1
Reach 2
Waste
1 0.139
1 45.000 1
90.000 1
0.000
Tributary
1 0.000
1 2.000
1 1.000 1
7.300
* Runoff
1 0.050
1 2.000 1
1.000 1
7.300
* Runoff flow is in cfs/mile

SUMMER
NEW
MODEL RUN FOR DEVESCO
AND
SILVER MAPLES 8/30/88
1 Seg #
I Reach #
I Seg Mi I
D.O. I
CBOD I
NBOD
I Flow I
1
1
0.00
7.23
2.38
1.79
6.96
1
1
0.04
7.24
2.37
1.78
6.96
1
1
0.08
7.24
2.36
1.77
6.97
1
1
0.12
7.24
2.35
1.76
6.97
1
1
0.16
7.25
2.34
1.74
6.97
1
1
0.20
7.25
2.33
1.73
6.97
1
1
0.24
7.25
2.33
1.72
6.97
1
1
0.28
7.26
2.32
1.71
6.98
1
1
0.32
7.26
2.31
1.70
6.98
1
1
0.36
7.26
2.30
1.69
6.98
1
1
0.40
7.27
2.29
1.67
6.98
1
2
0.40
7.12
3.12
3.40
7.12
1
2
0.50
7.11
3.09
3.35
7.13
1
2
0.60
7.09
3.06
3.29
7.13
1
2
0.70
7.08
3.03
3.23
7.14
1
2
0.80
7.07
3.00
3.18
7.14
1
2
0.90
7.06
2.97
3.13
7.15
1
2
1.00
7.06
2.94
3.07
7.15
1
2
1.10
7.05
2.91
3.02
7.16
1
2
1.20
7.05
2.88
2.97
7.16
1
2
1.30
7.04
2.85
2.92
7.17
1
2
1.40
7.04
2.82
2.87
7.17
1
2
1.50
7.04
2.79
2.82
7.18
1 Seg #
I Reach #
I Seg Mi I
D.O. I
CBOD I
NBOD
I Flow I