NC0062855_Wasteload Allocation_19831024

-fY1 IL
NPDES
WASTE LOAD ALLOCATION
—�^
f'- (� \_
Facility Name: `OWv' bf� o V�'�y�S
O
Date:
Existing
15q Permit No.
Pipe No.: (
County:
Proposed
Design Capacity (MGD)A-0 mUa Industrial
("/, of Flow): 'd S TO Domestic
(% of Flow): L S lb
Receiving
Stream:i2a Q R1'.y ."<-
Class: Sub -Basin:
01- O<+- I O
Reference
F -'LO- N P-
USGS Quad: �obb'�rS (Please attach)
Requestor: Regional Office o Or av',��
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: Drainage Area: Avg. Streamflow:
7Q10:
Winter 7Q10:
Location of D.O.minimum (miles below outfall):
_ 30Q2:
Slope:.._
Velocity (fps): K1 (base e, per day, 200C): K2 (base e, per day, 200C): —
A n /, _ri
Effluent
Characteristic:.,
A,e-, r e
Comments
---
GODS
3D m
"2/
1b
3 a
5
{„6D /,
ao
m
Effluent I Mon
Characteristics Ave
Comments
Original Allocation
Revised Allocation E:1 Date(s) of. Revision(s) _
i (Please attach previous allocation)
��' Prepared By: K-CiL4 Reviewed By: � Date: /O';L"%""

• REQUEST NO. 635
** ****# * *K** ** WASTELOAD ALLOCATION APPROVAL FORM
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : CFS
DRAINAGE AREA
ROBBINS
DOMESTIC
MOORE
FAYETTEVILLE
W7010 :
SO.MI.
REQUESTOR : TOMMY STEVENS
SUBBASIN : 03-06-10
CFS 3002 : CFS
STREAM CLASS :C
********** RECOMMENDED EFFLUENT LIMITS*********#**
WASTEFLOW(S)
(MOD) :
BOD-5
(MG/L) :
NH3-N
(MGIL) :
D.O.
(MG/L)
PH
(SU)
FECAL COLIFORM
(i100ML):
TSS
(MG: L) :
1.0 1.5
30 21
- 14
3 5
6-9 6--9
1000 1000
30 30
THESE LIMITS HAVE BEEN ISSUED
PREVIOUSLY FOR A 201 REQUEST.
FACILITY IS : PROPOSED ( ✓7 EXISTING ( ) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( 7 OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
13UPERYISORYMODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
---------BATE : /OAAF3-
_i__. DATE :,LQ/�z 1
pQ3_

DIVISION OF ENVIRONMENTAL MANAGEMENT
December 16, 1983
M E M O R A N D U M
TO: Allen Wahab, Supervisor
Local Planning Management Unit
THROUGH: Randy Williams A�
FROM: Meg Kerr
Technical Seres Unit
SUBJECT: Flow Estimates
Bear Creek
Moore County
The 7Q10 low streamflow used to calculate effluent t
limitations for Robbins were calculated by USGS_in-February, _ j(
1982. Their most recent equations were used -to develop the
flow estimates_ The resulting limits of:
BOD5
NH3
DO
TSS
fecal coliform
PH
will still apply.
Summer
7 mg/1
2 mg/1
6 mg/1
30 mg/1
1000/100 ml
6-9 SU
Please call if you have any questions.
MK:cs
cc: Fayetteville Regional Office
Winter
14 mg/l
4 mg/1
NR
30 mg/l
1000/100 ml
6-9 SU

DIVISION OF ENVIRONMENTAL MANAGEMENT
December 13, 1983
MEMORANDUM
TO: Randy Williams
Water Quality Section
FROM: Allen Wahab, Supervisor (zo
Local Planning Management Unit
SUBJECT: Effluent Limits
Town of Robbins
Project Number: C370495-01
It has come to our attention that USGS has a new formula for
the calculation of stream flow. This formula appears to have a
very positive affect on resulting flow/effluent classifications.
To this end, we would like to request a re-evaluation of stream
flow and resulting effluent limits for the Town of Robbins at the
Bear Creek discharge point. Robbins is scheduled for F.Y. 1984
funding; therefore, your prompt attention is appreciated.
SR/jh
cc: Fayetteville Regional Office
LPMU
GPF