NC0036251_Wasteload Allocation_19870119

I
Facility Name:
Mio
NPDES WASTE LOAD
Eh ineer
Date Rec.
_�cp
io zo Ao
3So �
Datez&/Z��_
Permit No.: �/Cati/, ,j� Pipe No.: County: A&;" dz:x J
Design Capacity (MGD) : LT O $4 Industrial
(% of F
Receiving Stream: C�1GLO� Class:
Reference USGS Quad: CT Q �V E (Please attach)
_ow): A&Domestic (%of Flow): I&VVK
Sub -Basin: 0S10 s ee-
i
Requestor: Age Regional Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp..
7Q10 (cfs) 0•`/
a0.
Drainage Area (mi2): 0.7 Avg. Streamf low (cfs):
Winter 7Q10 (cfs) 0. S
Location of D.O. minimum (miles below outfall): 0'0
Velocity (fps):
0.26I/
30Q2 (cfs) 0•7
Slope (fpm) 63
Kl (base e, per day): 0.6C K2 (base e. oer day):
Effluent
Characteristics
Monthly
Average
Comments
QDs
30 ,N
/F.r
100011004
ff
6-9 fu.
/, P
19. 99
Effluent i ?bnthly
Characteristics Lverage Comments
Or'g'nl' ocation O Comments:
Reii Al cation O
rmation
Prepared By: Reviewed By:
PLOTTED
Date:
d-Sy

-------------
Request: No. :3 07
------ WASTELOAD ALLOCATION APPROVAL FORM
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasi.n
County
Regional Office
Requestor-
Date of Request
Oi_rad
: BLUE STAR'S SEVEN
CAMPS
: DOMESTIC
: EXISTING
: UT MUD CREEK
C
040302
HENDERSON
Drainage Area
(sq mi)
: 0.7
ARO
Summer 7010
(cfs)
: 0.4
WIGGINS
Winter- 7010
(cfs)
: 0,.5
: 10/20/36
Average Flow
(cfs)
: 1.8
: GBNE
3002
(cfs)
: 0.7
--------- RECOMMENDED EFFLUENT LIMITS
Wasteflow (mgd): 0.040
Ammonia Nitrogen (mg/1): IVf
Dissolved Oxygen (mg/1): NR
TSS (mg/1): 3r.)
Fecal Coliform (#/100ml): 1000
pH (SU): 6-9
--------------------------------- MONITORING ------------------
Upstream (Y/N): N Location:
Downstream (Y/N): N Location -
COMMENTS ------------------
--------------------------------------------------------------------
Recommended by _.-_.._._._.... "`^"�- Date
Reviewed by:
A
Tech,. Support Supervisor _-
Regional SUper v
Permits & Enginr.-r ing _
Date
Da l:e
Ii
Wnr^' �)k,l'N Division
JAN 6 1987
oN+u
60ivilts, bimAb CAMUy

` MODEL,
RESULTS --------~-
---�
Di,scharger x BLUE 8TAR'8 SEVEN CAMPS
Receiving Stream : UT MUD CREEK
The End D.O. is 9.02 mg/l.
The End CBOD is 5.77 mg/l.
The End NBOD is 0.00 mg/I. '
---------------------------------------------
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1.) (mg /l) (mg/1) (mgd)
Segment 1 7.52 0.00 1 .
Reach 1 110 O.00 0.00 0.04000

4-10DEL:. SUI"'iMAF Y DATA
Discharger LiL.UE* STARS taEV04 C.AMF S Subhasin 014o3o2
Receiving Stream UT MUD CI:RE .I: Stream Class: C
Summer- 7010 (:).4 Winter 7010 : 0.5
Design TemperatUrep 1-20.
LENGTH! SLOPE! VELOCITY 1 DEPTH! Ki 1 K1 ; K2 1 K2 1 KH F KN 1 KHR ± KNR
mile 1 ftlmil fps ; ft design! a201 Wesign! 0204 design; a201 1design4 3201
-----------------------.._-----_------------------------------------------------__--_-----------------
r r 1 [ t r t 1 1 1 1 F 1
t 1 r { 1 1 1 t ► t 1 1 t
Segeent 1 1 1.001 63.001 0.264 1 0.51 1 0.66 1 0.66 129.99 1 29.991 0.00 t 0.00 1 0.00 1 0.00
Reach 1 1 i
-----------------------------------------------------------------------------------------------------
Flow
CBOD
N13017
11)..0.
i
C f s
i M (3/ l i
mg l :L i
(Yi CI
Segment 1 I;ieiar_h i
Waste1
4_) . 06t ±
{ 1 10 w 000 1
0 u �..)f..)0 {
0.000
Headwaters!
0 . 4.10C)
2. 000
t--r a 0t: ()
S . 300
Tr i b U t a 1- y
200 ;1
i 2.000 i
0. 000 30 i
8. 3 4»10
F*#UrlC, ff 1
0.780
1 2. 000
0 « 000 :'
Et . 300
* Runoff flow is in cfs: iui le

MODEL RESULTS
BLUE STAR 9 SEVEI'-I CAMPS
MUD CREEK. Receiving Stret-am UI
The End'D.O. is 10.44 mg/l.
The End CDOD is 3.53 mg: 1.
The End NBOD is 0.00 mg/l.
------------------------------------------------------------------------------
Segment I
Reach I
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) Milepoint Reach # (mg/l) (mg/1) (mg/J.) (ngd)
8.82 0. 00 1.
i10 00 0.00 o.04000

f •
7 < L • �
110DEL- SUMPlf-'lR DAI'A
Dischai-ge.r g BLUE STAR' S SEVEN CAMPS c%-3ubbasin : 04'--)30 -
Rec:eivi.ng Stream t..1T 1"#UD CREEK Stream Class: C
S)urnmer- '7(t I 0 4 Winter 7010 o 0.5
1LENGTH1 SLOPE! VELOCITY 1 DEPTH! KI 1 K1 1 K? 1 KP 1 KN 1 KN 1 KNR 1 KKR 1
mile , ft/mi1 f05 i �t 1 esioii ��a1 i esian! �2aa i esion1 � aa i 851QRi 3201 1
Segment f 1 1.001 53.001 0.292 1 0.52 1 0.50 1 0.68 128.46 1 33.141 0.00 1 0.00 i 0.04 1 0.00 1
Read 1. 1 It It
------------------------------------------------------------------------------------------------------
1
Flow
1 CBOD 1
i
cfs
1 mg/ I i
SegmentI Reach II
G �•'7
W at s 1
(..)w i� 6 2
1 0
i d 1. „ C) 0 ti.y 1
!-deadwaters 1
0.500
1 2„000 1
Tributary 1
0.200
1 2.000 1
* Runci f f 1
() ., %9. 80
1 2.. 00C) 1
* Runoff flow is in cfs/nii le
NE40D i
D . C .. i
0. 000 i
01.000
Ste! w 000 :
9. 600
() „
9.600

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