NCG550179_Wasteload Allocation_19881013

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NPDES WASTE LOAD ALLOCATION �"
a Facility Name. A 1-�%S �J 14E - 1�ESI DESJCE :Date: �`23-gam
E
v Existing n. Permit No. : 1SCAnSO4� 0(o Pipe No. : ��� County: OCaVtJCFfF1N
0 Proposed I'
i
Design Capacity (MGD) : *60Q46 Industrial (% of Flow) : Domestic (% of Flow) : % o ��
O
Receiving Stream: U, 1 • it, V 4. OI ISLA•+JD k• Class: C' Sub-Basin: d3 b2 - d3
S. -� S O
L eteieucc- USGS Quad: �U�D � (Please attach) Requestor: J4~ WA��a Regional Office R
Q'2
---� (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : ( Drainage Area: Avg. Streamflow:
_ 7Q10: 0 C f Winter 7Q10: 30Q2: /
`�i Location of D.O.minimum (miles below outfall) : Z� Slope: Cf� 7 �,�
E Velocity (fps) : 0, 1 6'°
K1 (base e, per day, aC) : //o�� K2 (base e, per day, 2.6 C) : / 3' F9
C,
o .
H Effluent Monthly _ j ' Effluent Monthly
a) Characteristics Average, 1T Comments Characteristics Average Comments
• eo1) 3l J 7Y �J '
as
"' -_ —_ I__— f--
▪= PI* r-8'`5 6 - 3-r5
t(( &/ / 6mt I1
-4 "fl-Lea.e Ifni it amply ,6 -e_ 45fbezzi ; 7,1 bui if
Original Allocation
Revised Allocation 1 1 Date(s) of Revision(s)
(Please attach previous allocation)
Q' 4,4 Date: 7-� -O'0.2-
c\ Prepared By: r4;i)(.,/
Reviewed By:

•
For Appropriate Dischargers, List Complete Guideline limitations Below
Effluent Monthly Maximum Daily
Characteristics Average Average Comments
Type of Product Produced Lbs/Day Produced Effluent Guideline Reference

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- -
RE,-WIE CT. NO ~ + 451y���
WASTELOAD ALLOC N ATIO APPROVAL FOR Still,
-
FACILITY NAME A L V I S FARMER RESI [ |/\
JUL A Li
[YPE OF WASTE + DOMESTIC
WATER ���A8�� �
COUNTY � ROCKINGHAM �~^^�^" ,
� OPERATIONS
BRA
REGIONAL OFFICE � WINSTON-SALEM REQUESTOR ��- JIM WAT�T��m�
� `
� RECEIVING STREAM � UT WOLF ISLAND CREEKSUBBASIN 043-02-03
�
�
7Q10 � O CF CFS 30Q2 + CFS
DRAINAGE AREA STREAM CLk* SS + C
` � |
°���8�
RECOMMENDED EFFLUENT LIMITS ********�* ' ~�," ~�~�
WATER QUALITY
�
WAST EFL OW ( S ) ( MGD) + 0 ^ 00O45 O ^ OOO95* * THIS IS THE-A,""P-�-iT3Olw�#,I �
BOD-5 ( MG/L ) � 3O 23 THE HOPPER RESIDENCE IS
NH3---N ( MG/L ) - 17 INCLUDED IN THE MODEL . IF BOTH �
D ^ O ~ ( MG/L) + 5 6 FACILITIES ARE BUILT , THESE �
PH ( SU > � 6-8 , 5 6-8 ~5 LIMITS WILi APPLY FOR BOTH.
�
FECAL COLIFORM ( /1OOML ) � 1OOO 1OOO ���� ^m����^�� memo) |
T S S ( MG/L 30 30
��
FACILITY IS | PROPOSED ( +'/ EXISTING ( ) NEW ( )
LIMITS ARE REVISION ( ) CONFIRMATION ( > OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY �
MODELER I"i ATE +
SUPERVISOR , MODELING GROUP D ATE
�n�^�_��_
REGIONAL SUPERVISOR �� /ATE -�--.--��---
L
PERMITS MANAGER - � DATE � _ !���/'�-��
- __-� �������� � � ��� ��� ��
APPROVED BY �
'61
DlVISION DIRECTOR �\���-i!�������-������-����'T E
.
'�� /

Division of Environmental Management
June 9, 1982
MEMORANDUM
TO: Jim Watson, NPRO
Dave Adkins, Operations Branch
FROM: Meg Kerr
Technical Services Unit Vlrl�
SUBJECT: Wasteload Allocations - Alvis Farmer Residence
Hopper Residence, Rockingham County
In April, 1982 effluent limitations were developed for the Hopper Residence
discharge to UT Wolf Island Creek. The limits were 30 mg/1 BOD5, 5 mg/1
DO, 1000/100 ml fecal coliform, 30 mg/1 TSS and 6-8.5 SU pH. We recently
received a request for the Alvis Farmer Residence which appears to discharge
at the same site. When the interaction between the two facilities is
considered in the model, the allocation becomes somewhat more restrictive,
requiring 23 mg/1 BOD5, 17 mg/1 NH3 and 6 mg/1 DO.
If both facilities are built, the permits should require the more restrictive
it secondary If one or the other is built, treatment with 5 mg/1
limitations.
DO will protect the receiving water.
If you have any questions, please call.
cc: Jennifer Buzun