NC0044750_wasteload allocation_19881104

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: _ Ncoo '44 `7-s-7,®
FACILITY NAME:+
Facility Status: EX Q>
(circle one)
Permit Status: "RENEWAL_ 1 MODWIC,ATfON NEW
(circle one) �� �.-. `�"
Major minor,
Pipe No: C> k
Design .Capacity (MGD): 1 C2
Domestic (S of Flowh dc'v �
Industrial M of Flow): — —
Comments:
140 = s
RECEIVING STREAM: -
ErN VP �.ot,A-Tiop MAV)
Class: w►r
Sub -Basin:
Reference USGS Quad: .IS 19 -50 (Please attach)
County: 1�Vo S'4A-"'
Regional Office: As Fe Mo . Ra Wa Wi (`W`
(circle one)
Requested By: ����- Dater'
Prepared By: Date: _ l L tv t
Reviewed By: Date: _
/ l
Modeler
Date Rec.
C35
q) l
t
1
Drainage Area (VA n • 0 1 Avg. Streamf low (cfs):
7Q10 (cfs) Winter 7Q10 (cfsfJ_30Q2 (cfs)
Toxicity 1.11140: IWC = % (circle one) Acute / Chronic
Instream _Ml nitoring:
Parameters T"Q `AN Q W VJ • Ca� '` %AA
r
Upstream Location _
Q.e d�:if
Downstream � Locatio 2 0 0 `?t
^ oti ,cN wvA\RA�WdV#A)
Effluent
Characteristics
Summer
Winter
BODE (mg/1)
3 O
NHg•N (mg/1)
D.O. (mg/1)
(�
TSS (mg/1)
3
F. Col. (/ 100ml) r
t p O v
pH (SU)
(o q
q0>A s C� lt
s 9
Com ents: —Z4 ,
4 1
poyn�- sows,;
G

l rr� Crn
.liald2.366-
Llh
Chapel
Intellig(III('
Fount: CI
e w a►!u. v.�aS l tT la --
�'�� St�cbAS�•. Wow1�, bQr 030Zo3 ` '�; f .l:'�-��
_ .
.. _ .,�'� - j S���sw•. wo�1c�, be. o3oZoZ :' .^::_�-t;�-
see, bo-�•k skbbas' ��s , '-- � -.
r
Grave

Request No.: 4841
.... ..... .... ..... ..... ..... -..... ..... ..... ..... ..... --..... ..... --- WASTELOAD ALLOCATION APPROVAL RM -------------------
Facility Name: Britthaven of Madison w.__-- �
NPDE8 No.:
Type of Waste:
8tatus:
Receiving Stream:
Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Quad:
NC0044750 -
Domestic
Exist./Renew.
UT t k
Rockingham
Winston-Salem
David Foster
091988
B 19 SW
�K��Uv�8�K�
NAV �� 1�W�
."v. "� wuw
PERMITS & ENGINEERING
Draina area: 0.01 sq i
Summs0'
Winter 7Q10: 0 cfs-
Average flow: 0 cfs
30Q2: 0 cfs
-------------------- RECOMMENDED EFFLUENT LIMITS ---_---------------------
EXISTING
Wasteflow (mgd): 0.015
BOD5 (mg/l): 30 _L^ /,
NH3N (mg/l): ��\���/ //om»/�
DO (mg/l}: 6 |
u
TSS (mg/l): 30
Fecal coliform (#/100ml): 1000
oH ( Ei, u): 6
V1 6m � ( A�� � �� 0 0� �� m��»v* �,� �� wm wwA
_ .
Toxicity Testing Req.:
Upstream (Y/N): N Location:
Downstream (Y/N>: Y Location: 200 ft. below the discharge pipe
----------------------------- COMMENTS ----�------ ----_________
The following downstream parameters should be monitor emp., DO,
cond., and fecal coliform. Monitoring frequencies sc'o LAIe weekly
during the summer (Apr - Oct) and monthly during �he w'nter (Nov
It is recommended that the facilit b` d
NOV01
& g . ..... ..... ..... .. . . J k.- .... ..... .... ..... ..... ..... .... . ... . ..... ..... . ... ..... ..... ..... ..... ..... ..... ..... .. ..... ..... ..... .....
1 .5 1988

PART IV - EVALUATION AND RECOMMENDATIONS
This application is for permit renewal and a name change
from Rockingham Nursing Center to Britthaven of Madison.
This treatment plant is well operated and produces a clear
effluent. It is subject to peak flows and inhibitory chemicals
typical of nursing homes. The plant had recently received a high
pH waste from the laundry when the laundry operated for several
days without adding a neutralizing agent the wash water. Sludge
settleability had been subsequently poor.
The discharge point is on the crest of a ridge in the woods
behind the treatment plant. The effluent flows overland, then
underground, then surfaces in the gully to the east of the ridge.
It then flows north into a UT of Hogans Creek. The existing
permit incorrectly identifies the receiving stream as an UT
Brushy Creek.
I recommend the permit be reissued with no upstream
monitoring and a MBAS effluent limit.
�.'V�
Signatu e of eport preparer
Water Quality Super sor