NC0021946_wasteload allocation_19820928

0
0
4.4
a)
Facility Name:
Existing
Proposed
NPDES WASTE LOAD ALLOCATION
0_3 taik ' ej-c‘ L) TP 421/14S'A7g4
Permit No.: /Y oi') Pipe No.:
Design Capacity (MGD): 49,6)
L' U i
Industrial (% of Flow): 0
Receiving Stream: 1- .No Ar k Class: 4-1T- 7/
Reference USGS Quad: (Please attach)
Requestor:
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: d aG
7Q10: :-c•--
Domestic
Sub -Basin:
7/6
Date: 7/67,eZ'
County: /YGr'14yr/%444/ t,.
(% of Flow) : /!2e
i r�
c/-cam 3-0/
Regional Office ..
Drainage Area:
Winter 7Q10:_
Location of D.O.minimum (miles below outfall):
0
Cr,
0
H
w
GP
Velocity (fps):.
O. 6, 3
K1 (base
C0 7. 7 P
Avg. Streamflow: >O c-'
30Q2 • 6 cs
Slope • - /h? i
e, per day, 200C) : _ d . 3 F' K2 (base e, per day, 20°C) • /. (9'V
Effluent
Characteristics
Monthly
.Average
Comments
1 '4. c a (, ,,r,1 ,
/i1Gc/:,Il
.
(6f/ IQPS. C/ ! s .,
45°37l,gL
Original Allocation
Revised Allocation
,� Prepared By:
43O/
Effluent '
Characteristics
Monthly
Average
Comments
f/"/S:a-4)4OPRLI:lh)
(Please attach previous allocation)
Reviewed By:
444 a/
Date: i - -C

REOuES.T NO. 431;
, .
ALLJAT00 APPROAL FORM ******AK********f)rtt
i:ACILITY NAME ' ROSMAN WWTR
TYPE OF WASTE : DOMECTi(.:.
COUNTY : TRANSYIVANIA
REGIONAL -OFFICE . ASHEVILLE RFOLIF-9TOR : R. .AIRI.:
RECEIVING STREAm ; FRENCH BROAD RUBBASIN : 04-07-t)1
?PIO : 56 CPS W7010 : 63 CPS 3002 : 96 CPS
PAINAGE AREA 67.9e SO.MI. STREAM CL:---:SS :A -II TR.
*Y**********tt***Ut****t RECOMMENDED EFFLUD\T LIMITS
STEEL,S)
BOD
, 3C
NH3-N '..M/L;
. • NR
FECAL COLIFORi#. ....-100MLi: 10C„.0
ISS U'Ir.ill : 30
TOTAL RESIDUAL OHLCRINE
LIMIT
1
SEP 24 1982
WATER QUALITY
OPERATIONS BRANCH
1!*4(*****x****:1,******J***0.******4***14)*M**
;AOILIT'Y IS : PROPOSED i EXISTING , NEW
RE')ISICN OONFIRMATION CF THC3E RREVIOOSL:
Jr ISEL:EE!
ro rc,se S ex-ffvv.
AD RECMENDED
7/1c:
MODELING GROUR
PJPEPVIO

ASSIMILATIVE CAPACITY it ALUATION
LEVEL "B" ANALYSIS
RC0F POLLUTION: 79u)n) oP Vasrnan .SiP
Areawide (208) Planning Area: QyN. cIS19r�.4-4.
Facilities (201) Planning Area: ito �►✓
p,o
0
RECEIVING STREAM
Fe.ft,16N gotoft of o
Classification: 04--TK
7/10 Flow (cfs) F,%
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
Design Temperature (°C)
Groundwater Runoff (cfs/mi) a. :
Deoxygenation Rate (K1 Base e)
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu (mg/1)
D.O. (mg/1)
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
B0D5 (mg/1)
Ammonia Nitrogen (mg/1)
Dissolved Oxygen (mg/1)
Total Suspended Solids (mg/1) 30
Fecal Coliform (V100 ml)
pH (S.U.) 4 -4
0,3�
/. 41
6,a
2
2
D,D`-
30
DO
UODat
y,z mq/1
fit, mn/1
USCYS�}- 47#3Q0,600,t
in/2-
7/to - -c-•'
-A.40
3®tZ.g.gc
w7fb s 63
• C
76,0 6
3,1 vnj/L P C
S`6
0,f of0
'A p' / ✓_ ,
EPARTMENT OF NATURAL AND ECONOMIC RESOURCES
PAGE
re.6o1
SECOND UPDATE
THIRD UPDATE
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