NC0068152_Wasteload Allocation_19861022

O
..3
C~7
r �l NPDES WASTE LOAD ALLOCATION
Facility Name: Cd I S ckl n M v bh , l,0— 1,%1, c
Existing O
Proposed
Permit No.: .1 V C o O 691 rj a Pipe No . .
'2.�L4 ' t
001
Eh ineer f Datg Rec.
RCfl &3 If,6
339'i
Date
County:
Design Capacity (MGD): O d 3 Industrial (% of Flow): tJ DDmestic (% of Flow): �� C
Receiving Stream: Class: Sub -Basin: 0 y 03 0,0
A,
Reference USGS Quad: F f '2; /"- (Please attach) Requestor: Li*5� Sa- Regional Office
W2-c_,/ 4i1 v C I'.. -
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: ,a,3OCi Drainage Area (mil): Avg. Streamflow (cfs) : .
7Q10 (cfs) 0111 Winter 7Q10 (cfs) 30Q2 (cfs )
Location of D.O. minimum (miles below outfall) : Slope (fpm) _31, 3 _
Velocity (fps) : , f3 Kl (base e, per day) : r. ,�, K2 (base e , oer day) : �' �% tLzt/xSr 4W
—�
L-ev
Effluent
Characteristics
Monthly
Average
Comments
DA
Of% r4 ,1
U
�. a
Effluent 'Dnthly
Characteristics Lverage Comments
OriginalO Comments:
Rev' 1 l do
0
Cb i ' on O
ep�� gy ; Reviewed By: ,(� ,',Q�(jj Date:

Request No. :3397
°
'
--------------------- WASTELOAD ALLOCATION APPROVAL FORM ---------------------
�� ������ �i� �t ��
�� ���� ��� � x� ��
Wwwvr Qwt|f*v 0ivim^mm
Facility Name
:
EDEN'S GLEN MOBILE
VILLAGE
Type of Waste
:
DOMESTIC
SEp 29 1986
Status
:
PROPOSED
Receiving Stream
:
FLAT CREEK
AwhmviUls.mkwTh Cm~m/im
Stream Class
:
C
Subbasin
:
040302
County
:
BUNCOMBE
Regional Office
:
ARO
Drainage Area
(sq mi)
: 7.5
Requestor
:
LISA SALEH
Summer 7010
(cfs)
: 0.6
Date of Request
:
9/17/86
Winter 7010
(cfs)
: 1.0
Quad
:
E8NE
Average Flow
(cfs)
: 7.5
------------------------- RECOMMENDED EFFLUENT LIMITS -------------------------
Wasteflow
:
(mgd):
0.03
5-Day BOD
(mg/1):
30
Ammonia Nitrogen
(mg/1):
--
Dissolved Oxygen
(mg/1):
--
TSS
(mg/l):
30
Fecal Coliform (#/100ml):
1000
pH
(SU):
:
:
:
6-9
---------------------------------- COMMENTS ----------------------------------
� °�_*�vxp
Recommended by /�_ Date _9�_����
Reviewed by:
Tech. Support Supervi or Az Date
Regional S. 0 so r Date
Permits & Engineering _ .............. Date

0y 6.30
zed�cley►5 -16, M bib K11" c
0-5 d -- - --------- ---- -- -- -
��� -- ------��-+ ►� = 11. l�5 --- — U6lr� 3• `�i9• -�35� ' SCE
dl4 = 7, 5e46 7/pw= l• o CA_
/ Wow �.
J� -- c — AW=•o3m,9d
R�
_ dt
j v 5ls;�3 45 /q, LfLo75 'S[o
0.1a.59S -- V51r5 3, l�j,y55U'Ro---
AT
�� Lwvy
_ v
2.7 aA
G 2

.03
0
'06
0 Pj o o
9Ao
A/ 7.

0
d
m
Str e 4 m : Camel)
M4i'mstem ✓ Br&AA
Slope Calcu la- ion S
= 31, 5
Rq= ass f�/ �/7 -/
e lev
Curn
di st
C�IOLIO
o
Slop
bx
u a
ci�st0.ncc

. . ' ---------- MODEL -RESULTS ----------
Discharger : EDEN'S GLEN MOBILE VILLAGE
Receiving Stream : FLAT CREEK
______________________________________________________________________
The End D.O. is 8.45 mg/l.
The End CBOD is 5.70 mg/l.
The End NBOD is 0.00 mg/l.
______________________________________________________________________
WLA
WLA
WLA
DO Min CBOD
NBOD
DO
Waste Flow
(mg/l) Milepoint Reach # (mg/l)
(mg/l)
(mg/l)
(mgd)
Segment
1
7.37 0.00 1
Reach
1
135 `
0.00
0.00
0.03000
Reach
2
0
0.00
0.00
0.00000
Reach
3
0
0.00
0.00
0.00000
Reach
4
0
0.00
0.00
0.00000

I" IL'll: EL Skl.!`ilMARY DA'T'F-1 � r: •)c
D i scl-rarger- EDEIq' S B1-E1q M(.") I L..E V I I-L-AGE 13Ubbas. i )-t 0A.C1301.2
Rec:pivi)-rg CtrErrain d !"I. -.A'*[* CrtEL71,:'. Strr-.•arrr, C.::Larsa: C;
Cr_ nwic-er : [? i. C) 0. 6 W 1.1-1ter 70:I. 0 . 1. .
1)esigrl Ternperaturen 23.
1LEt18TH! SLOPE; VELOCITY 1 DEPTH! K1 1 K1 1 K2 1 K2 : KN 1 KN ! K1lR 1 KNR 1
1 mile 1 ft/mil fps 1 ft !design! 3201 !design! 3201 !design: 3201 !design! 3201 1
Segment 1 1 0.201 31.301 0.130 1 0.66 1 0.50 1 0.44 1 7.01 1 7.321 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 : 1 1 1 ! 1 ! ! 1 1 1
, i 11 i i 11 ,1. i ,
Segment 1 1 0.201 87.001 0.176 1 0.57 ! 0.61 1 0.53 129.34 1 27.491 0.00 1 0.00 1 0.00 1 0.00 1
Reach 2 1 ! ! 1 ! 1 ! ! ! 1 ! ! 1
-----------------------------------------------------------------------------------------------------
Segment 1 1 0.661 30.301 0.121 1 0.67 1 0.50 1 0.44 1 7.60 1 7.121 0.00 1 0.00 ; 0.00 1 0.00 !
Reach 3 1 ! 1 1 ! 1 : 1 1 1 ; !
Segment 1 1 0.841 47.701 0.151 1 0.64 1 0.56 1 0.49 113.88 1 13.001 0.00 1 0.00 1 0.00 1 0.00 :
Reach 4 1 1 1 ! ! ! ! 1 ! ! 1 ! !
1 I=' 1 e,w
1 C F30D 1
I ! C?L7
! L1.. Cl . ;
1 c:•fS
1 mg/I !
(ng/1
1 mg/I ;
Segrnei-it I
Rea(rl•l :1
Waste
1 0. 046
1 135. 000
0. is 00
; 0 „ 000
1-leaxdwaater''-s ! 0.6 10
! 2.. 000 ;
0. 000
! 7 . 800
-r r i b u t a r y
1 0. 200
! 2. 00 c-) ;
0. 000
! 7.800
* Ru)-lc, 1 'f
! 0. 050
1 2.000 !
t.) 000
1 7. 800
Segtney-it :1
Rc-- c{at-i G
Waste
1 0. 000
! C) . C)c;u:) 1
(..).000
1 C) . c::)x 0
Tributary
1 0..000
; 0.0C)) 1
C).C)C)C)
; 0.000
'14' Fiu ic,ff
1 C) . 050
; 2. 000 !
0. 000
! 7.800
Segrnei--it 1
Fe?aC.i'r 3
Waste
! 0.1000
> C).o0C) 1
C).i 00
; 0.000
Tributary
! C).0C-)o
; 0.000 1
0.000
1 0.000
* Ruilo1�'f
! C). 050
1 2.000 1
C) . C 00
1 7. 80(..)
Sregrrrerit 1.
Reach 4
was.tr:
! C).000
1 0.000 ;
0.0o0
; o.ci+. 0
1'r i b u t a r y
1 0. . C) i_) C)
1 (-) . C) C) Ci 1
0 . (-)0 i
; C) . (..)C)(-)
* 1=iurlc,t •1-
1 0. 050
1 2. C)('-')C) 1
Q . C)
1 7. 800
;emu )-1c., f'f' -f' 1 c, w i s i rl c f's / rrc i. 1 c_