NC0066958_Wasteload Allocation_19860829

/��f // NPDES
WASTE LOAD ALLOCATION
Facility Name: 4�.- L I47 z,e_
Existing
Proposed O
Engineer
Date Rec.
.5/z3/ 26 _
Date
# 1
3217 1
Permit No.: ii(e.e(14 (O 96 P Pipe No.: / County :....3Z ,cfO�
Design Capacity (MGD) : 9 , Q/Q ,Industrial (% of Flow) : /1//Of Domestic ( % of Flow) : " c 1
Receiving Stream: `y/�'�.(/t/�O� �`i0j Class : C "jra'wf Sub -Basin: W € ' 0 7i
Reference USGS Quad: v(Please attach) Requestor: / �p /S/�' equ �� l/ 3 /�/3 . Regional Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: j 9 Drainage Area (mil): 02.0 Avg. Streamflow (cfs): 7 0
7Q10 (cfs) /, 2 Winter 7Q10 (cfs)
Location of D.O. minimum (miles below outfall) : O, 0
Velocity (fps) : Q. 3 p3
Kl (base e, per day):
30Q2 (cfs)
Slope (fpm) 313
0, 87 K2 (base e. per day) : SO. 0
Effluent
Characteristics
Monthly
Average
Comments
gods
30 "tca
TSS
30n+ e
174./ cr
/6U D '.101744,
l'V
6-9 (s2)
4J di. -
, /35- mig
L-8Y
Effluent
Characteristics
:'onthly
) verage_
Comments
LA)11-
-art1"11
Reviewed By:
$/zq/iCC.
Date: gi2V/14

Request No. :3227
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
WASTELOAD
ALLOCATION
BLUE RIDGE SCHOOL
DOMESTIC
EXISTING
HURRICANE CREEK
C-TROUT
0404O2
JACKSON
ARO
WIGGINS
5/23/86
G6NE
APPROVAL FORM - Kvy ----
�� � �� ��� ,
AUG 20 1986
vv4oa*mR*Sione|O,);.4
6*��6,k4w.*Cxfolim4
Drainage Area (sq mi) : ,2.Oa
Summer 7010 (cfs) : 1.2-
Winter 7010 (cfs) : 1.5
Average Flow (cf.) : 7.0
------------------------- RECOMMENDED EFFLUENT LIMITS
Wasteflow
5-Day BOD
Ammonia Nitrogen
Dissolved
TSS
Fecal Coliform
pH
tot.res.
:
(mgd)�
(mg/1):
(mg/1):
Oxygen (mg/1):
(mg/1):
(#/100ml):
(SU):
chlorine (mg/1):
:
:
'��
���� ��
�
uy" &-'
n�
summer
.010
30
nr
nr
30
1000
6-9
.135
Recommended b
Reviewed by:
Tech. Support Supervi
Regional Su
'
Permits & Engineering _
winter
.010
30
nr
*r
30
1000
6-9
.135
-------------
Date
Date
Date
Date

Discparger
"°:Receiving Stream
------7--- MODEL RESULTS ----------
: BLUE P1DGE.:SCHOOL
: HURRICANE CREEK
The End D.O. is
The End CBOD is
The End NBOD i$
9.10 mg/i.
3.05 mg/i.
0.00 mg/i.
DO Min
(mg/1)
......____
Milepoint Peach 0
Segment 1 8.29 0.00 1
Peach 1
Peach -
c.!
WLA WLA WLA
CBOD NBOD DO Waste Flow
Img/1) Img/i) (mg/1) (mgd)
110 0.00 0.00 0.01000
0 0.00 0.00 0.00000

* K* 'MODEL SUMMARY DATA ***
.-
D:i.sscharger BI._UE RIDGE SCHOOL_ Sul:abas:i.n : 0110.102
Receiving Stream : HURRICANE CREEK Stream Class: C••••TPOUT
Summer 7f :I. a : 1.2 Winter 7 q :I. a : 1.5
Design Temperature: 19.
;LENGTH: SLOPE: VELOCITY 1 DEPTH; K1 ; K1 1 K2 I K2 I KN 1 KN 1 KNR I KNR :
I vile I ftlail fps I ft :design: 820° ;design; @20° ;design: 820° :design; 820° 1
Segment 1 I 0.331343.001 0.393 10.45 1 0.83 10.87 148.92 150.001 0.00 1 0.00 10.00 I 0.00 I
Reach 1 I
Segment 1 1 0.041400.001 0.433 1 0.47 1 0.87 10.91 148.92 1 50.001 0.00 1 0.00 10.00 10.00 1
Reach 2 I
Flow CBClC) NBOD D.O.
I cf:; mg/1 mg/1. mg/:I.
Segment 1 Peach :l.
Waste 0.016 1110.000 1 0.000 1 0.000
Headwaters! 1.200 1 2.000 : 0.000 1 B.4100
Tributary 1 0.000 1 0.000 1 0.000 I 0.000
* Runoff I 0.000 1 2.000 0.000 1 8.1100
Segment 1 Peach 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.200 I 2.000 1 0.000 1 C3. A0O
Runoff 1 0.000 1 2.000 1 0.000 I 8.400
* Runoff flow is in c •F ss / m :i.1 e

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