NC0038709_Wasteload Allocation_19840123

I/V/S L7-'5
-i
J
V
0
w
4
.i
s
a�
Facility Name:
Existing
Proposed Q 1
Design Capacity (MGD): w %!n� Industrial (% of Flow): to
Domestic (% of Flow): 6
Receiving Stream: IJ T �b � L1A 4 " ✓,e k,^ Class: _���. Sub -Basin 03-b7 - Ol
Reference USGS Quad: C �� E (Please attach) Requestor:. � �'- Regional Office-'�
NPDES WASTE LOAD {A►LLOCATION
nit'A 1- 1-1//IK 1'f.✓f-' Aam .
Engineer Date Rec.#
Date:
Permit No.: 00 3 970 Pipe No.: © County:
l (Guideline limitations, if applicable, are to be listed on the back of this form.)
J / / 0
Design Temp.:
Drainage Area: • ( vh.' 2 Avg. Streamflow:
7Q10 • 0, o Gas Winter 7Q10 :
Location of D 0 minimum (miles below outfall):
.2
Velocity (fps) :. ' / ' , Kl (base e, per day, C)
S"mv wk W �
Effluent
Characteristics
Monthly
Average
'Uvt4
AvLkcj�Z
Comments
:Do
TsS
O
3b
COG
000
d�0
CiL
6-9, 1
It
3002:
Slope: 0 `M -
_ K2 (base e, per day, 2Xe'C) :
Effluent Monthly
Characteristics Average Comments
1
Original Allocation a
Revised Allocation Date(s) of Revision(s)
(Please attach previous allocation)
Confirmation
Prepared By: Reviewed By: " �' Date:

REDUEST NO. 1.002
WASTELOAIi ALLOCATION APPROVAL FORM
FACILITY NAME:
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : 0.0 CFS
DRAINAGE AREA
ROARING RIVER ELEMENTARY
: DOMESTIC
WIL.KES
WINSTON—SALE.M REDUESTOR : HELEN FOWLER
UT YADKIN RIVER SUBBAS••IN : 030701.
W701.0 : 0.0 CFS 3002 : 0.0 CFS
SQ.MI. STREAM CLAS`.?. :A —II
RECOMMENDED EFFLUENT LIMITS
WASTEFLOW(S)
(MOD) :
.0045
.0045
R E C E V E D
NH3—N
(MG/ L) «
5
13 /io
JH`N 2 01984
D.O.
(MG/L)
b
6
pH
(SU)
:
5-8. 5
1000
6-8.5
1000
e
:DATER Q�) SECTION,
FECAL COL I FORM
(/ 100ML)
OFE;?F.±Qn;�
TSS
(MG/L)
30
30
,(\-'S gRAIVCE
K�+RR..T.?.#::�J�::�.:�.T.�?•i.q.+F•�%KT•��**�T***%L��T+T*****?•RTT+n*�•T RTT*+F****M?•�+i+�•P +i• � •�+1.�.�•' .i+T'1-�•� n•f��+Y•R•+P
FACILITY IS : PROPOSED ( ) EXISTING ( �) NEW {
LIMITS ARE : REVISION ( ) CONFIRMATION { ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISORYMODELING GROUP
REGIONAL. SUPERVISOR
PERMITS MANAGER
1_ DATE
- -------- DATE :2:1101._.__
_'.y-.DATE

---sum""�.
et
��
1
e WAON
JS`
e 6162
S` b� �/JW►
6,0
��� �VO%

KODEL -SUMMARY
DATA
DISCHARGER
t ROARING RIVER ELEM
SUBBASIN
t 030701
RECEIVING
STREAM UT YADKIN RIVER
STREAM CLASS:
A -II
7010
4 0.0 CFS
WINTER 7010
t 0.0 CFS
DESIGN TEMPERATURE
25 DEGREES C.
WASTEFLOW
S .0045 MOD
ILENGTHISLOPE I VELOCITY IDEPTH
I K1 I Kra
I SOD I K2 I NetPSI
IMILES IFT/MI I FPS I FT
I /DAY I /DAY
IMG/M2D1/DAY IMG/L/DI
SEGMENT 1
I I I I
1 0.551 60.001 0.100 1 0.09
I I
1 1.26 1 0.00
I I I I
1 0.01 12.041 0.001
REACH 1
I I I I
I I
I I I I
SEGMENT 1
1 0.201 53.001 0.100 1 0.09
1 1.26 1 0.00
1 0.01 10.641 0.001
REACH 2
1 1 1 1
! I
I 1 1 1
ALL RATES ARE AT 25 DEGREES C.
THESE RATES REFLECT SUMMER TEMPERATURE CONDITIONS
*** INPUT DATA SUMMARY **m
1
I
FLOW
I CEOD I
NBOD I
D.O. I
I
CFS
I MG/L I
MG/L I
MG/L I
SEGMENT 1 REACH 1!
1 1
I
!
WASTE 1
0.007
1 38.000 1
0.000 1
6.000 1
HEADWATERSI
0.000
1 0.000 1
0.000 1
0.000 I
TRIBUTARY 1
0.000
1 0.000 1
0.000 1
0.000 1
RUNOFF 1
0.000
1 0.000 1
0.000 1
0.000 I
I
SEGMENT 1 REACH 2 1
I I
1 1
I
1
I
1
WASTE 1
0.000
1 0.000 1
0.000 1
0.000 1
TRIBUTARY 1
0.000
1 0.000 1
0.000 1
0.000 1
RUNOFF I
0.000
1 0.000 1
0.000 1
0.000 1
RUNOFF FLOW IS IN CFS/MILE

t�,ak�YYn�,c;„i MODEL RESULTS
DISCHARGER :ROARING RIVER ELEMENTARY
RECEIVING STREAM :UT YADKIN RIVER
:;���9,';;:?'�� `f'n���':�:;N�9; ��:��<9,t��#>XA��7'ci ��, #���#�i; �:>X7X`•;t�:?k�Av��k�:��#�:ik9f,��$:�:#;k#:��#����:>".r�
THE END D.O. IS w5.66 MG/L
��'.;j{'1�i�;����hM�mmn+•�i++i�iY•m��i:�y{�T ���A�`+�m �ry���P���R �P��;t�ii �M;I�m�i �i '�rm�l+�'T++�Ci �n�m'�i �;i �i �i �7�Ci m�;R �t m�+i�`�Ci %P `t•
THE ENIiWW CEOD�,�` ,�ISyy 21d.`J3�5r MG L
;i+i4 h*%� ri�T�•.i hC H��itiTry; ry. +ri �H�T•h{�T•h�%r•�i'��i m�P �:;�{i %i ��;�Ci'i�{i ;�i �r �i: ki +7��H �i T r�'��i �}�i %i��+�.�i';�r �A�iCi'm;�Ci �h �i+;i+�;�{i �+7�%7�T��P•
THE ENI► NBOD IS 0.00 MG/L
THE D.O. MIN. OF SEGMENT 1 IS 5.06 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.25
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 38 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH '1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.0045 MGD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG I REACH 2 IS 0 MGD

` MODEL -SUMMARY DATA
DISCHARGER
ROARING RIVER ELEM
SUBBASIN
030701
RECEIVING STREAM
a UT YADKIN RIVER
STREAM CLASS:
A -II
7010
1 0.0 CFS
WINTER 7010 a
0.0 CFS
DESIGN! TEMPERATURE
15 DEGREES C.
WASTEFLOW ;
.0045 MOD
ILENGTHISLOPE I
VELOCITY
IDEPTH
I K1
I Kra
I SOD I K2 I NetPSI
IMILES IFT/MI I
FPS
I FT
I /DAY
I /DAY
IMG/M2DI/DAY IMG/L/DI
SEGMENT 1
I I I
1 0.551 60.001
0.100
I
1 0.09
I
1 0.79
I
1 0.00
I I I I
1 0.01 9.691 0.001
REACH ].
1 1 1
1
1
1
1 1 1 1
SEGMENT 1
I I I
1 0,201 53.001
0.100
!
1 0.09
I
1 0.79
I
1 0.00
I I I I
1 0.01 8.561 0.001
REACH 2
1 1 1
1
1
1
1 1 1 1
ALL RATES ARE AT 15 DEGREES C.
**mac INPUT DATA SUMMARY ***
I
FLOW
I CBOD I
NBOD I
D.O. I
I
CFS
I MG/L I
MG/L I
MG/L I
SEGMENT 1 REACH 1 I
I I
I
I
WASTE 1
0.007
1 73.000 1
0.000 1
6.000 1
HEADWATERSI
0.000
1 0.000 1
0.000 1
0.000 1
TRIBUTARY 1
0.000
1 0.000 1
0.000 1
0.000 1
RUNOFFA 1
0.000
1 0.000 1
0.000 1
0.000 1
SEGMENT 1 REACH 2 1
1 I
I
I
WASTE 1
0.000 1
0.000 1
0.000 1
0.000 1
TRIBUTARY 1
0.000
1 0.000 1
0.000 1
0.000 1
RUNOFF 1
0.000 1
0.000 1
0.000 1
0.000 1
RUNOFF FLOW IS Its CFS/MILE

DISCHARGER
RECEIVING STREAM
MODEL RESULTS
RROARING RIVER ELEM,-
!UT YADKIN RIVER
}i }i }it �: �C �''i ir��m}��:��, ���i��ry }i }�i ��������i�}rv��i �r m'�i��}i �r���nm}4i+}�i �P K•��r h'+��"rv�}r }i �i �+�'r��}���fr���i ak
THE
END D.O. IS 6 5.291 iA°r►G/ L�r
ijt:�t �i�h i„:��t �': it iti S��}�i �rv+"i+�Mhi }fir •`�ii •5+%r R: ;P �t��t h+}e. n�+t n�}f�%i`R`•MH��M�•i+��i •i��M�•t�}P�•i���i �+•1 +i���}it •�%It�}t�•1 ��H��}ri
THE END CBOT► IS 50.71 MG/I_
$:}ithi'�t}�i�C�t�tryt:{t'1{�}�}�}i���i4}�iiC'�'�t•`�ti mo���i`it����i }�i �}�i �}i �'+���i %t�n ��+%�}�i'�}�i •�}�i *i'��y{i `•'ii7ti n�����i ��}iS�Ci m%�m�}�i
THE Egli► NBOD IS 0.00 MG/L
THE D.O. MIN, OF SEGMENT 1 IS 095 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.25
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 73 MG/L OF CBOT►
THE WLA FOR SEGMENT 1 REACH 1 IS 0 SSG/ L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG I REACH I IS 0.0045 MOD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH ? IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WAy .SyTEFy LyOW yyEN.TERING,. yS.,..EyG S 1 REACH 2 y�IrS.. yy0 4yMGD
m /fir •Yt }i +�rv}i}kfiw*m�%�}kr}n•t*ht•H}n �����r H�fP•i��ry`�+HMh•F��•P1*4F�Krrvht+���r�ry*T4+H++���M�m�r�•k��}yrv�l+A*rh �i Mrr}ry
f