NC0039187_Wasteload Allocation_19870316

NPDES WASTE LOAD ALLOCATION
Facility Name:
Engineer Da e Rec.
Date
Existing
O
�� 18
.
Proposed
Permit No .: C_OU
Pipe No .. f.� (
County: gcw��pQ,
Design Capacity (MGD):
©s 0 Industrial (% of Flow): DDmestic
(% of Flow): 100
Receiving
Stream: f4 o
W 4*ry CClass:
C_ Sub -Basin: Q4-
— © -j — pe
Reference
USGS Quad:
,
u
E SSVAI (Please attach)
Requestor: �w(e Sc��,-
Regional Office P_(3
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. _- .7.20
7Q10 (cfs) 0. /Z
Drainage Area (mil): 0,5 Avg. Streamflow (cfs): 0.5
Winter 7Q10 (cfs) O, /G
Location of D.O. minimum (miles below outfall): 0.0
30Q2 (cfs)
Slope (fpm) lDU
Velocity (fps) : , /yL Kl (base e, per day) : 0.65 K2 (base e . j>-r day) : .2,57$1
L-8Y
Effluent
Characteristics
Monthly
Average
Comments
vQ
30
,ss
30
.�..�
/ono /oo'4
S. U.
Ori 116 tion
Re ' Alloc on O
Cb irw tion O
Effluent :'onthly
Characteristics i_verage Comments
Comments : ` -CE • 1 A. Lu-A. he,g s '�+�.i w• s
Wc.a — ► c-
Prepared By: Reviewed By:
Date: 311 3 8

| . Request No, :3849
\ -0 1H I V%= ED
--------------------- WASTELOAD ALLOCATION APPROVAL FORM -------'--------
__��
Facility Name : VALLEY VIEW SHOPPING CENTER
Type of Waste : DOMESTIC h4&�` ^- 1987
Status : PROPOSED
Receiving Stream : UT HOMINY CREEK
Stream Class : C AshRVi\\e RCQioOd CMA
Subbasin : 040302 Ash8dUe.NOOWIN
County : BUNCOMBE Drainage Area (sq mi) : 0.5
Regional Office : ARC) Summer 7010 (cfs) : 0.12
Requestor : SHANKLIN Winter 7010 (cfs) : 0.16
Date of Request : 2/27/87 Average Flow (cfs) : 0.5
Quad : E8SW 3002 (cfs) :
------------------------- RECOMMENDED EFFLUENT LIMITS -------------------------
:
Wasteflow (mgd): 0.010
5-Day DOE) (mg/1): 30
Ammonia Nitrogen (mg/1): NR
Dissolved Oxygen (mg/1): NR
TSS (mg/1): 30
Fecal Coliform (0/100ml): 1000
PH (SU): 6-9
:
:
:
--------------------------------- MONITORING ---------------------------------
Upstream (Y/N): N Location:
Downstream (Y/N): N Location:
---------------------------------- COMMENTS ----------------------------------
_______________________________________________________________________________
Reco d d b Date ..... ..... ...
Reviewed by: // K
�
Tech. Support Supervisor Date _
Regional sor __ Date ~�/n _
Permits & Engineering Date _�� __
:
Wasteflow (mgd): 0.010
5-Day DOE) (mg/1): 30
Ammonia Nitrogen (mg/1): NR
Dissolved Oxygen (mg/1): NR
TSS (mg/1): 30
Fecal Coliform (0/100ml): 1000
PH (SU): 6-9
:
:
:
--------------------------------- MONITORING ---------------------------------
Upstream (Y/N): N Location:
Downstream (Y/N): N Location:
---------------------------------- COMMENTS ----------------------------------
_______________________________________________________________________________
Reco d d b Date ..... ..... ...
Reviewed by: // K
�
Tech. Support Supervisor Date _
Regional sor __ Date ~�/n _
Permits & Engineering Date _�� __

SUMMER MODEL
MODEL RESULTS
Discharger
:
VALLEY VIEW SHOPPING
CENTER
Receiving Stream :
______________________________________________________________________
UT HOMINY CREEK
The End D.O.
is 8.50
mg/l.
The End CBOD
is 9.98
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/1)
(mg/l)
(mg/1)
(mgd)
Segment 1
7.00
0.00 1
Reach 1
135
0.00
0.00
0.01O00

.Y-*ai IvlOI.?I:-L SUMMARY DATA ***
Disc1-ia r g(.---„ e VALLEY VIEW S1-10PPTt,.I6 CEt%1*T'E9ub1:.)Ftsin (")40302
Receiving S-tream Ul- H0MII\IY CRE0--, strc-eal C:
SUrn(ner„ 7010 e 0. 12 W i n-ter 7 Q 1 0 0.16
Design 'Temperatture4 22.
1LENGTH! SLOPE! VELOCITY 1 DEPTH! K1 1 K1 1 K2 1 K2 1 KN 1 KN 1 KHR 1 KNR 1
1 mile 1 ft/mil fps 1 ft !design! 3201 !design! 3201 !design! 3201 !design! 3201 1
-----------------------------------------------------------------------------------------------------
i i 11 It 11
Segment 1 1 0.601100.00: 0.142 1 0.28 1 0.71 1 0.65 126.63 1 25.471 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 ! ! ! ! 1 1 ! ! ! ! !
1 F1.ow
1 C:301) 1
! c f• s
1 in / I 1
Segment 1.
React-i 1.
Was -to
1 0.016
1 135. (..)0(„) 1
Hea(Awittersf !
0.120
1 Eh 000 1
('r i b t„t t , t r y
1 0. („){„) E.)
i (..) . 00(„) 1
* Runo f'''f'
1 0. 120
1 2. 000 i
Runoff flaw is in cfs>/mile
NBOD 1 D , 0. 1
r(rg/.1 1 (7rg/1 i
o . (300 i („) u C)(„)(.)
(.) . 000 1 7. 900

. �. .
. .'
...
^. .
'
WINTERykk6oert-
---------- MODEL RESULTS ----------
Discharger
:
VALLEY VIEW SHOPPING
CENTER
Receiving Stream
______________________________________________________________________
:
UT HOMINY CREEK
The End D.O.
is
10.19
mg/l.
The End CBOD
is
8.33
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/1)
(mg/1)
(mg/l) (mgd)
Segment 1
8.57
0.00 1
Reach 1
135
0.00
0.00 0.01000

Disctiarger- VAL..L.EY VIEW SHOPF'lt,,IG (MNTESt..tbbaas>in 040302
Receiving Stream UT H0MI1\1Y (*,fi:EEI-.-:. Stream Class; C
c: ►; f- (--).12 Winter 7t?1f_) e 0.16
Design Temperature: 1.4.
1LENGTHI SLOPE! VELOCITY 1 DEPTH! K1 1 K1 1 K2 1 K2 1 KN 1 KN 1 KKR 1 KNR -1
1 mile 1 ft/mil fps 1 ft ldesignl 3201 Wesignl 2201 ldesignl 3201 ldesignl 3201 1
-----------------------------------------------------------------------------------------------------
,
Segment 1 1 0.601100.001 0.176 1 0.24 1 0.54 1 0.71 127.84 1 31.721 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 1 1 I 1 1 1 1 1 1 It 1
1
Flow
1 C:E: OD 1
1
cfs
1 mg/ 1 1
Segment 1
Reaacli 1
Waste
1
o.016
1135.000 1
1-ie al d w al t, e r
, i
0. 160
1 ,'=_.. f)00 i
Tributary
1
0.(--) )o
1 0.000 1
* Runoff
1
0. 180
1 2. (:,)(.)C) 1
Runoff flow is in cfs/mile
iVDOD 1
D . 0 . 1
(ng/1 1
rrng/1 1
f).t>f)C)
0. 000 i
9.400
0
f) . 00o 1
(.) . f )t)()
f). 000 )0 It
9. 400

r's cgs
vim,
�yv3oz
cb-
D,4,t.j8M, �avgz-
2.2 cfs
s 29tO o. ?
�Rl
osc
c --
57
,z-7— , i6�
63, Y -,I;P2• as7s
Etf s7y�io = ,!Y cFs
fst w4q)ta c.27Cf
41-1 09, 3 ?,$Z, 0 370
Z,Zc6 e
Yy
9 o
O. 7cFs e
G✓7C7 �� � is � � _ �„� �� c , 3Z
�sf cu7y Cu �0•Sh.i>(. 3r c�i,.�z = 1614

tv�
elcv It
ZZov 3
M4i�S�em V!'AAC� Z/CJ
OD
' j v
F7)1.2
lope— Cwlc-u 14.1 IOn S
2u6i1�/� S" cs Ga /�, "� Z2oo— zrvo
.216 -2,',y aai
/oa
Fes'
'p