NC0038041_Wasteload Allocation_19870403

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Facility Name:
Existing 0
Proposed O
NPDES WASTE LOAD ALLOCATION
Fn ineer Date Rec.
Date
Permit No.: 416Aa3CldJ 1 Pipe No.: 5 /, County:
Design Capacity (MGD): O.OZ�f� Industrial (% of Flow): Lbmestic (% of Flow): Ao%
Receiving Stream: //����Iel y�C Class:C�l�Dcv� Sub -Basin:
Reference USGS Quad: 4/f 1 r (Please attach) Requestor: AU R
�1l// � Regional Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.:
ai °
Drainage Area (mi2): 3.7 Avg. Streamflow (cfs): % f
7Q10 (cfs) /, /5 Winter 7Q10 (cfs) 7 30Q2 (cfs) G
Location of D.O. minimum (miles below outfall): 0,0
Slope (fpm) -20-T
Velocity (fps): 6,33/ Kl (base N, per day): 0, 7s K2 (base e. Der day): S'0,0
Effluent
Characteristics
Monthly
Average
Comments
0Dr
30
-1-5,5
30 A
ge.• n.,
000 (06 Ae
No.
/0 `/
Effluent 'Dnthly
Characteristics Lverage Comments
0 ati� 1_ )/ Comments
L on
ion O
By:4Reviewed By
Date:
d-8y

Request No. :3811
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
WASTELOAD ALLOCATION APPROVAL FORM --RECANIFED------
Water Quality Section
: FOUR SEASONS APARTMENTS,INC.
: DOMESTIC MAR 23 1587
: EXISTING
: LAUREL FORK
: C—TR
Asheville Regional Office
: 040201
Asheville North Carolina
1.7
: WATAUGA
Drainage Area
(sq mi) :
: ARO
Summer 7Q10
(cfs) : 1.15
: WIGGINS
Winter 7010
(cfs) : 1.7
: 2/12/87
Average Flow
(cfs) : 7.4
: C12NW
30Q2
(cfs) : 2.6
RECOMMENDED EFFLUENT LIMITS
Wasteflow (mgd): 0.0145
5-Day BOD (mg/1): 30
Ammonia Nitrogen (mg/1): nr
Dissolved Oxygen (mg/1): nr
TSS (mg/1): 30 I
Fecal Coliform (#000ml): 1000
pH (SU): 6-9
Tot.res. chlorine (ug/1): 104
MONITORING
Upstream (Y/N): Location:
Downstream (Y/N): Location:
COMMENTS
Recommended b
Reviewed by:
Tech. Support Supervis
)0egional Supervi.s
mits & Engineeri
Date
Date _ �!_
Date
Date ___ .1a2, FZ_

SUlvll*/IER
MODEL
MODEL RESULTS
Discharger
y FOUR SEASONS
APARTMENTS .11%,IC.
Receiving Stream a
LAUREL FORK
The End D.O.
is 7.65
mg/l.
The End CBOD
is 4.55
mg! l.
The End NBOD
----------------
is 0.00
:; ----------------------------------------------------------
mg! l.
WLA
WLA
MLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1)
Milepoint
Reach # (mg/1)
(mg
(mg/l)
(mg(j)
Segment 1
7.65
0.00
1
Reach 1
135
0. 00
0.00
0.01.450
Reach 2
0
0.00
0.00
0. 00000

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MODEL SUMMARY DATA
Discharger : FOUR SEASONS APARTMENTS , T NSUbb as i n : 040201
Receiving Stream : LAUREL FORK Stream Class: C--TR
Summer 7010 : 1.15 Winter 7010 : 1.7
Design Temperature: 21.
;LENGTH~ SLOPE! VELOCITY 1 DEPTH! K1 1 K1 1 K2 1 K2 1 KN 1 KN 1 KNR 1 KNR 1
1 Mile 1 ft/mi; fps 1 ft ;design; 3204 ;design; 8201 ;design; a201 ;design; a20' 1
1 1 1 I 1 1 1 1 1 1 1 1
1 i 1 1 1 1 1 1 1 1 1 i 1
Segment 1 0.801205.00: 0.331 1 0.50 1 0.78 0.75 151.10 1 50.001 0.00 1 0.00 0.00 1 0.00 ;
Reach 1 1 1 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
1 , 1 , 1 , i ► 1 1 ! 1 1
Segment 1 1 0.90; 96.001 0.335 1 0.66 1 0.69 1 0.65 151.10 1 50.001 0.00 1 0.00 1 0.00 0.00 1
Reach 2 1 1 1 1 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
1 Flow 1 CBOD 1 NBOD 1 D.O. 1
1 cfs 1 mg/l 1 mg/l mg/1 ;
Segment 1 Reach 1
Waste 1 0.022 11135.000 4 ) . OOC) 1 0.000
Headwaters! 1.150 1 2.000 1 0.000 1 7.800
Tributary ; 0. 000 ; 0.000 ; 0. c.)00 0. 000
* Runoff 1 0.160 1 2.O,")o ; 0.000 ; 7.8OO
Segment 1 Reach 2
Waste 1 0.000 1
Tributary 1 0.680
1
2. 000 1 0.000 1 7. BOO
2.000 ; 0 . t-)00 1 7.800
* Runoff -flow is in cfs/mile

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