NCG550079_Wasteload Allocation_19811210

7
• ;t CNA08Fn To CEaZa.�t- Pri2►....:.T o,-3 aA413�, i3/i0k3� 3 ;
Q NPDES WASTE LOAD ALLOCATIONik
a Facility Name: O i✓S4wd/ ! 1,(►4.. - ( P•aa-,-�- -11›. -7-0, ...4 .1„) Date. / Z-Jo /1
= '� Ne6-,55007f
r2 Existing I7, 1 Permit No. : 33 Pipe No. : 00/ County: AlAr5)' ?/ vi
0 Proposed
Design Capacity (MCD) :
:a- O. 00 b(K- Industrial (% of Flow) : Domestic (% of Flow) : A2C> Y
ZS
Receiving Stream: -Ae!e...,i C✓ice(' Class: Sub-Basin: 03 _ aZ01
ea
a Reference USGS Quad: C- IP NE-, (Please attach) Requestor: (-'? 6.4 R 4" tea} Office A
ce
(Guideline limitations, if applicable, are to be listed on the back of this form.)
br � M 2- Avg. Streamflow: 0 , I i3
Design Temp. :�/� .� Drainage Area: 1
7Q10: t/
. , 0 1 CJ,'s Winter 7Qla: 30Q2:
"E.
, '' ,
Location of D.O.minimum (miles below outfall) : �LL' ✓U i �-� </ Slope:.
E Velocity (fps) : 1) , K1 (base e, per day, 20°C) : 0 . n 7 K2 (base e, per day, 20°C) : ID, 1
c,
v
0
H Effluent Monthly Effluent Monthly
0 Characteristics Average Comments Characteristics Average Comments
L- Ir °0 cl- V i z
c' -55j S O + I
r,o( -nrrh. � tov� ?
. -61 c )
cu
ri nnaall�Og Allocation >I
Revised Allocation 1 l Date(s) of Revision(s)
(Please attach previous allocation)
ma. ‘V(6A
. P epared By: Reviewed By: l 2 �iN Date: )---i ( (- ,k
L

l
.
For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent Monthly Maximum Daily
Characteristics Average Average Comments
r----
Type of Product Produced Lbs/Day Produced Effluent Guideline Reference

• ` • • -i REOUEST NO . : 323
********************* WASTELOAD ALLOCATION APPROVAL FORM *********************
: AGILITY NAME : TOWNSHEND RESILIENCE
TYPE OF WASTE : DOMESTIC
COUNTY : FORSYTH
REGIONAL. OFFICE : WINSTON-SALEM REQUESTOR : DAVE ADKINS
RECEIVING STREAM : UT BELEWS CREEK SUBBASIN : 030201
7010 : 0 . 013 CFS W7010 : CFS 3002 : CFS
1
f LIRA:[NAGE AREA : 0 . 10 SQ . M I . STREAM CLASS : ' C '
1 ><*********************** RECOMMENDED EFFLUENT LIMITS *:*************.K*********
WASTEFLOW( S ) ( MGD ) : 0 .00045 THIS MODEL TAKES FINE KNOLLS
BOD-5 ( MG/L ) : 30 GOLF & CC INTO CONSIDERATION,
NH3-N ( MG/L ) : NR WHICH IS APPROX . 0 . 5mi . DOWN-
D. O . ( MG/L ) : NR STREAM.
PH ( SU) . 6-9
FECAL COLIFORM ( /100ML ) : 1000
1SS ( MG/L ) : 30
*************4******************************************************************
FACILITY IS : PROPOSED ( ) EXISTING ( ) NEW ( ✓ )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY :
' i
MODELER . _-5.14- `- IATE .d_ L __
HEAD , TECHNICAL SERVICES BRANCH : _ }_' �J �_ DATE : >
REGIONAL. SUPERVISOR : _ . /.twIW _ -. __DATE : _0( BZ
PERMITS MANAGER : _.-.0 PL AV1. IATE : _ l !L___
APPROVED BY :
D) V1SION DIRECTOR __. ATE . ___