NC0050661_Wasteload Allocation_19820518

NPDES DOCYNENT $CANNINO COVER SHEET
NPDES Permit:
NC0050661
Macclesfield WWTP
Document Type:
Permit Issuance
WWaasteload Allocati�..
~!M.n,S!'+iM.3:i+,Rhi
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
May 18, 1982
This documerit is printed on reuse paper - ignore any
content on the reirerse side

4.0
0
0
w
a
Facility Name:
Existing
Proposed
I n l
NPDES WASTE LO D ALLOCATION
Mac( ir e l J 1,�: I P Cek L S4 Mel te2"-
Date. .s/02-
Permit No.: \ t)C) a7O3 t Pipe No.: 0 C_ County: ec o2.1 h z-
Design Capacity (MGD): f)"0 5 Industrial (% of Flow): C) Domestic (% of Flow): l«
r M
Receiving Stream: f T r� t �t I Pv �� eE?k(J �M ���� lass: — Sub -Basin: ✓ — �i�,�' -USA
Reference USGS Quad.
(Please attach) Requestor: /ic/ 9 /�'�` Regional Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp • 2 Co l Drainage Area 7 c'A., Avg. Streamflow:
7Q10: 'CWinter 7Q10:
e 30Q2
a Location of D.O.minimum (miles below outfall):
0
0
N
c.�
CD
Velocity (fps):
0 .s
r
K1 (base e, per day, .290C) : /' z' K2 (base e, per day, 2-0°C) •
Slope.. 3, s
Effluent
Characteristics
Monthly
Average
Comments
Pi-, 0
'2.)h\e"
;I)
'�` > j
.SCT lI
f. e f-( :t relit of .
/o (Di i
Original Allocation
Revised Allocation
Effluent •
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
OD) /
CP/ Prepared By: r�i.�:� �(J C f.�.�..e Reviewed By: 5-eiDate: 57:� AS�

4<d
REQUEST NO.
395
********************* WASTELOAD ALLOCATION APPROVAL FORM *********************
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : 0 cFS
DRAINAGE AREA
•
•
MACCLESFIELD
DOMESTIC
EDGECOMBE
RALEIGH
BRIERY BRANCH
W7010 : .002
0.20 SQ.MI.
CFS
REQUESTOR : REGGIE BAIRD
SUBBASIN 03-03-03
3002 : CFS
STREAM CLASS :C
***************?******** RECOMMENDED EFFLUENT LIMITS ************************
WASTEFLOW(S)
BOD-5
NH3-N
D.O.
PH
FECAL COLIFORM
TSS
(MGD) .05
(MG/L) 10
(MG/L) : 3
(MG/L) 6
(SU) : 6-8 .5
(/100ML): 1000
(MG/L) 30
LIMITS OF 6 MG/L BODS, 2 MG/L
NH3N WERE APPROVED FOR A WASTE
FLOW OF 0.175 MGD.
*******************************************************************************
FACILITY IS P1ROFOSEI ( ) EXISTING () NEW ( )
LIMITS ARE : REVISION ( ✓) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY.
MODELER
HEAD,TECHNICAL SERVICES BRANCH
REGIONAL SUPERVISOR
PERMITS MANAGER
APPROVED BY
DIVISION DIRECTOR
__DATE
DATE :__ �4/t

*** MODEL SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
MACCLESFIELD
BRIERY BRANCH
0 CFS
26 DEGREES C.
ILE IGTHISLOPE I
IMIIILES 1FT/MI 1
SEGMENT 1
REACH 1
7
0.30
VELOCITY
FPS
SUBBASIN
STREAM CLASS:
WINTER 7010
WASTEFLOW
I DEPTH 1 K1 1 Kr 1 Kri
I FT 1 /DAY 1/DAY 1/DAY
03-03-03
C
CFS
.05 MGD
K2 1 Qro 1
/DAY ICFS/MII
1
3.501
0.50
0.10 1 1,25 1 1.25 1 0.00 1 1.58 1 0.00
SEGMENT 1
REACH 2
1
2,701 3.501
I 1
0,50
0.15 1 1.00 1 1.00 1 0.00 1 1.58 1 0.02
SEGMENT 1
REACH 3
. 3 0
7.501
1
0.50
0.17 1 1.21 1 1.21 1 0.00 1 3.38 10.02
ALL RATES ARE AT 26 DEGREES C.
BRIERY BRANCH FLOWS 0.3 MILES TO ITS CONFLUENCE WITH BYNUM MILL CREEK

********** MODEL RESULTS **********
DISCHARGER :MACCLESFIELD
RECEIVING STREAM :BRIERY BRANCH
**********************************************************************
THE END D.O. IS
6.06 MG/L
**********************************************************************
THE END CBOD IS
4.36 MG/L
**********************************************************************
THE END NBOD IS 0.00 MG/L
**********************************************************************
THE D.O. MIN. OF SEGMENT 1 IS 5.09 MG/L
THIS MINIMUM ISi LOCATED AT SEGMENT MILEPOINT 3
WHICH IS LOCATED IN REACH NUMBER 2
THE WLA FOR SEGI'MENT 1 REACH 1 IS 22 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 0.05 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 1 REACH 2 IS 0 MGD
THE WLA FOR SEGMENT 1 REACH 3 IS 0 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 3 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 3 IS 0 MOD
**********************************************************************

a
0
CD
0
a)
8
C
E
0
C.
0
H
41
Facility Name:
Existing L1
Proposed
Design Capacity (MGD):
Receiving Stream:
Reference USGS Quad:
NPDES WASTE LOAD ALLOCATION
�f e(Ps {reroQ , wwTp T.
Permit No.: i+deDo2v3(
.175
Piv evy 5eohtet. Class: G Sub -Basin • TA2 03 3 `L ? L)
(Please attach) Requestor• -S• 4,(- Regional Office expileeti2
Pipe No.: CAD( County:
Date•
/ifez
E emr^be
Industrial (% of Flow):
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Domestic (% of Flow):
Design Temp.: .aCe, r� Drainage Area: (),2_4 s►�-++ Avg. Streamflow:
7Q10:, 0 _ 0 C-'�" 5 Winter 7Q10: ,do s. 30Q2
Location of D.O.minimum (miles below outfall): Slope. 3 $ } 'i
Velocity (fps):
K1 (base e, per day, 20°C)• O' 2' K2 (base e, per day, 20°C): t'S'7
Svc Apr i i-
Effluent
Characteristics
Monthly
Average
Comments
e0
lvbr+G iI
NH3-Al
,2 A
TYrJ (o/if4rwt
_/(v,,1J
TSS
Zoe
;1,7 i-r
b - , Ssv
Original Allocation
Revised Allocation
Corncvmed I` 1
repared By:
Date(s) of Revision(s)
(Please attach previous allocation)
W,`1-k - l NOV 1 - 11\4av al
Effluent
Characteristics
Monthly
Average
--
Comments
150057
S
i
o/I
re rat' Cof( t:1) rw
I fin+
I
,
S
orty/1
0 Pf-
r,-Q.s 0
' PQ T ck -k i 3* 4 T ru is%� sr,c a
/?4iC6, //I ee;m
Reviewed By:
Date: /-IS go.

Form #001 ,
WASTE LOAD ALLOCATION APPROVAL FORM
For Confirmation Only
Facility Name: Macclesfield WWTP
County: Edgecombe Sub -basin: 03-03-03
Regional Office: Raleigh Requestor: S. Abdul-Haqq
Type of Wastewater: Industrial
Domestic 100
If industrial, specify type(s) of industry:
Receiving stream: _Briery Branch Class:
Other stream(s) affected: Bynums Mill Crk. Class:
7Q10 flow at point of discharge: 0.0 cfs
30Q2 flow at point of discharge:
Natural stream drainage area at discharge point:
0.2 sq. mi.
Recommended Effluent Limitations
Parameter Summer
Flow (MGD) .175
BOD5 (mg/1) 6
NH3N (mg/1) 2
D.O. (mg/1) 6
TSS (mg/1) 30
Fecal Coliform (#/100 ml) 1000
pH (S.U.) 6-8.5
This allocation is:
Winter
.175
8
3
5
30
1000
6-8.5
JAN2019,32
LEIGH REGIONAL OFFICE
for a proposed facility
for a new (existing) facility
a revision of existing limitations
/7/ a confirmation of existing limitations
Recommended and reviewed by: g
7414t-al 4_57,4
Head, Techncial S ices Branch 14/ 7/(
Reviewed by:
Regional Supervisor
Permits Manager
Approved by: _
Division Director \ I
0
Date:
Date:
Date: i/A AZ
Date: 1/231d2-
_ %_
Date: /� 5 , 2