NC0022098_Wasteload Allocation_19860910

NPDES DOCUMENT SCANNING: COVER SHEET
NC0022098
Cranbrook Village WWP
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
September 10, 1986
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(REGIONAL OFFICE TO
NPDES WASTE LOAD ALLOCATION
Facility Name: 4, C-Z d o..-;- Ve- /'✓� f (t ,, :-rn 1
Existing / / n
Proposed 0 Permit No.: 4/C-o o 2_ o % g Pipe No.: v o / County: (r , , • at. r"c/
Design Capacity (MGD) : 0. 0 Industrial (% of Flow) : G Domestic (% of Flow) : /4'0
Receiving Stream: `— 4:. Ai a,-, _2 (U- ass : Lc) D TILL- Sub -Basin: U 33 3
Reference USGS Quad: 1 5 ((Please attach) Requestor: L, S a e/�Q�r h Regional Office L)S Q. o
ar-ce S ° i-t'
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Engineer
Date Rec.
Alk
7/1/24
15 Date Y 30 "•
333
Design Tamp.: .25 o
7Q10 (cfs) O. 0 5S
Drainage Area (mil) : 10 3
Winter 7Q10 (cfs) 0, 2 Z
Location of D.O. minimum (miles below outfall):
Velocity (fps) : 0. 1 00
0. del
Kl (base e, per day):
Avg. Streamflow (cfs): 3. 7-5"
30Q2 (cfs)
Slope (fpm )
K2 (base e. Der day):
O.,?S
17
. 06
�v,M,h fr
Effluent
Characteristics
Monthly
Average
Comments
oD5
vp/J
Ts5
30 o►
1
Fcc.�.
/,l
1 OM oit
b(-f
U
L- 9 .Q,
\
c((1?-
ation O
II ed Klloc'ation 0
CoL/#�fi ation j 0
Prepared By: aTir' \ '""",
Comments:
Effluent
Characteristics
onthly
i.verage
Comments
Reviewed By:
Date: 7//°AA
-8Y

`
,
of
^
Aequest No. :3,338
Facility Name
Type of Waste
Status
Aeceiving Stream
Stream Class
Subbasin
County
Aegiona1 Dffice
Aequestop
Date of Aequest
QUild
CED«»A VALLEY MHP
DOMEST%C�
EXISTING
LITTLE ALAMANCE
W6l1l NSW
030603
GU%LF[)RD
WSAO
CAEEC,H
7/1/86
Co19SE
Drainage Area Os mi)
Summer 7 Q10 (cfs�
Winter 7Q10 (c-ps)
Average Flow (cfs)
~------------------------ AEOOMMENDED EFFLUENT LIMITS -------------------------
Wastef1ow
5.... Day BOD
Ammonia Nitrogen
Dismolwmd Ox ygen
TS5
Fecal Colifmrm
pH
Aeoommended by
Aeviewed bU:
Tech. Support Supervisor
Aegimnal 5uperwisor
Permit!--; & Engineering _
Date
Date
Date
Date

,
~
~
� ' ---------- MODEL AESOLTS.... .... -....
--~---
DimcharQer �EDAA LE VALy MHP
AeceivinQ 5tream � L%TTLE ALAMAN�E CREEK
The End D.O. is 6.*77 mQ/1.
The End ["BOD is 7.59 mQ/l,
The End N0]D iNo 0.00 mg/l'
WLA WLA WLA
DO Min C0BOD NB0D DO Waste Flow
(mg/I) MiIepoint Reach # (mg/1mg/l> (m@/I] Ymgd)
.... .... .... .... ~.... ........ .... .......... ........ ....
SeQment J. 5.241 0.^10 1
Rmach 1 110 0'00 0,00 0.01000

~ ` ^
Dischxtrger : �EDAA VALLEY MHP
AeoeivinQ Stream : LITTLE (.)LAMAN[�� C�AEEN
5ummer, 7Q10 : 0.055
Design Temperature: 25.
SubbeLsin 030603
Stream WSII% NSW
Winter 0.22
|LEN8TH| SLO9E| VELOCITY | DEPTH! K1 | K1 | K2 | K2 | KN | KN | KNQ | KN8 |
| mile ! fx/mi| fps | fx |dwsiUm| 9200 Weaign| @200 !design! 0200 |deuigo| @UO» |
Segment 1 | 2.201 17.00| 0.100 | 0.20 | 0.60 | 0.48 | 3.41 | 3.061 0.00 | 0.00 | 0.00 | 0.00 |
F1mw (�Mo{) N8OD D.O.
| ofs mg/1 mQ�l mg�1
Segment 1 AehLch 1
Waste | 0.016 11110.000 | 0.000 | 0.000
Headwaters0.055 | 2.000 | 0.000 | 7.560
Tributary | ().000 | ()'000 | ()'000 | 0'000
* Aunmff | 0.020 | 2.000 | 0.000 | 7.560
* �unoff �1ow is in cfs�mi1e

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