NC0066249_Wasteload Allocation_19860808

s
NPDES WASTE 10AD ALLOCATION
Facility Name:
En ineer
Date Rec.
RG�
! P6
Jae,
Date_!�,/
Existing O G
Proposed 9, Permit No.: Pipe No.: 6W County:
Design Capacity (MG/D%)) : e. i/"6''/5e Industrial (% of Flow) :/� - Lomestic�j(% of Flow) : lQOOJ--
Receiving Stream:/�/�Q(�/�!/ rAlezn_ Class: l_ Sub -Basin: 2—
Reference USGS Quad: S Gi/ (Please attach) Requestor:& 4 �Lx/f Regional Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: a (` Drainage Area (mil): a,06 Avg_ Streamf low (cfs): 3,6b
7Q10 (cfs) 0.P,3 Winter 7Q10 (cfs) I,oq 30Q2 (cfs)
Location of D.O. minimum (miles below outfall):
Slope (fpm) aq,S
C Zo CQ Zo
Velocity (fps): o,(q 4 Kl (base e, per day): 0,49 K2 (base e, oer day): /O. 3
&-By
Effluent
Characteristics
Nbnthly
Average
Comments
Bops
3 o
r.,) rr . J
AIR
no
N_R,
TS
3 0
v 1 c on O
o O
By:
Comments:
Effluent :'onthly
Characteristics Lverage Comments
Reviewed By: Date:

Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
~ WASTELOAD ALLOCATION APPROVAL FORM
: COUNTRY ACRES MHP
: DOM
: PROPOSED
: MCDOWFLL CREEK
:C
: 040302
: HENDERSDN
: ASHEVILLE
: WIGGINS
Drainage Area (sq mi)
Summer 7010 (cfs)
Winter 7Q10 (cfs)
Average Flow (cfs)
RECOMMENDED EFFLUENT LIMITS
: S/W
Wasteflow (mgd): .0015
5-Day DOD (mg/1): 30
Ammonia Nitrogen (mg/1): NR
Dissolved Oxygen (mg/1): NR
TSS (mg/1): 38
Fecal Coliform (#/100ml): dR -
pH (SU): UR
:
;
:
Reviewed by:
^ COMMENTS -~----
Request No. :3027
: 2.08
: 0.83
: 1"04
: 3^85
Recommended by ~_ Date
Tech. Syppnrt S isor
Regional isor
Permits & E�gineering
Date ~
�
Dat
Ust 157 ?A on
Date

tzcyG II
III
i�owOCR CR.�O.
OP = 2.0 mA-V.
����' O• S �,o„= 1. o
30@z- LEO
1 = Z.o&
02 P ` 3.35
I�621ps� 0.83
l,o`(
D•95
msR n1/2b0
DA=3.f C9A=5•�

i
C�3c�
qcQlOw��.`
_cp—
s�.
D• QiS�=•
R� t•z - 0.,�3 = o.3�
O.as
- l.o`E _ 0.59
0Jis�
sLaCe,
i
Zr'zo IM

. ---------- MODEL RESULTS ----------
Discharger : COUNTRY ACRES MHP
Receiving Stream : MCDOWELL CREEK
______________________________________________________________________
The End D.O. is 8.80 mg/l.
.The End CBOD is 2.02 mg/l.
The End NBOD is 0.00 mg/l.
DO Min
(mg/1) Milepoint Reach #
------ ~-------- -------
Segment 1 8.08 0.00 1
Reach 1
WLA
CBOD
(mg/1)
154
WLA WLA
NBOD DO Waste Flow
(mg/1) (mg/1) (mgd)
____ __ __________
0.00 0.00 0.00150

. *** MODB- SUMMARY DATA ***
,
Discharger : COUNTRY ACRES MHP Subbasin : 040302
Receiving Stream : MCDOWELL CREEK Stream Mass:: C
Summer. 7010 : 0.88 Winter 7Q10 o 1.04
Design Temperature: 21.
!LENGTH! SLOPE! VELOCITY | DEPTH! Kl | K1 | K2 | K2 | KN | KN | KNR | KNR |
| mile | ft/mi| fos | ft Nesion| 2201 |desion| 2201 |Umsbm| @201 |desioo| 2201 |
| | | | | | | | | | | | (
Segment 1 | 0.0151 29.501 0.194 | 0.59 | 0.52 | 0.49 110.52 | 10,301 0.00 | 0.00 | 0.00 ( 0.00 |
Reach \ | | | | | | | | 11 | | 1. |
-----------------------------------------------------------------------------------------------------
|
Flow
| CBOD |
NBOD |
D.O. |
|
'
cfs
| mg/l |
mg/l |
mg/l |
Segment 1 Reach 1
Waste |
0.002
(154.000 |
0.000
0.000
Headwaters!
0.880
| 2.000 |
0.000 |
8.100
Tributary |
0.000
| 0.000 |
0.000 |
0.000
* Runoff |
0.890
| 2.000 |
0.000 1
8.100
* Runoff flow is in cfs/mile

. ,
r( 8eg # |
Reach #
| Seo Mi
| D.O. |
CBOD |
NBOD |
Flow |
1
1
0.00
8.08
2.42
0.00
0.83
' 1
1
0.10
8.31
2.37
0.00
0.87
1
1
0.20
8.46
2.31
0.00
0.91
1
1
0.30
8.57
2.26
0.00
0.95
1
1
0.40
8.65
2.22
0.00
0.99
1
1
0.50
8.70
2.17
0.00
1.03
1
1
0.60
8.74
2.13
0.00
1.07
1
1
0.70
8.77
2.09
0.00
1.11
1
1
0.8O
8.79
2.06
0.00
1.14
1
1
0.90
8.80
2.02
0.0O
1.18
| 8eg # (
Reach #
1 Seg Mi
| D.O. |
CBOD |
NBOD |
Flow |
1
1
0.00
8.08
2.43
0.00
0.83
1
1
0.10
8.31
2.37
0.00
0.87
1
1
0.20
8.46
2.32
0.00
0.91