NC0007820_WASTELOAD ALLOCATION_19851008

NPDES DOCUMENT SCANNIMS COVER SMEET
NPDES Permit: NC0007820
Franklinville WWTP
Document Type: Permit Issuance
(Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Speculative Limits
Plan of Action
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date: October 8, 1985
Thia c1c cumex2t is priated�3m reuae paper-ipmox-e any
coritent on the reYerae aide

NPDES WASTE LOAD ALLOCATION Engineer Date Rec.-
Facility Name: 1qyG j � �� (� - Date
Existing O
81 Proposed O Permit No. : _(CQO() _12 o9 Q Pipe No. • County:
9
Design Capacity (MGD) : 1), / Industrial (% of Flow) : Domestic ( % of Flow) : /jJy
oReceiving Stream: _Lp��L&r_ Class: t Sub-Basin: 03C6 0 of
Reference USGS Quad: (Please attach) Requestor: Regional Office. W5P_()
H
a (Guide-line limitations, if applicable, are to be listed on the back of this form. )
Design Temp. :. CZUL _ Drainage Area (mil) �Cj. Avg_ Streamf low (cfs) : o?7I• s
7Q10 (cfs) 9.4 - � winter 7Q10 (cfs) 30Q2 (cfs)
Location of D.O. minimum (miles below outfall) : __- ICI Slope (fpm)
Velocity (fps) : © Kl (base e, per day) :_ K2 (base e, qPr day) :'
L-By
Effluent Monthly Effluent 4onthly
8 Characteristics Average Comments Characteristics T_verage Comments
c. M-L
a
a
H
Origi 1Wca 0 tion Comments:
Rev location O
Ccnfsrma on O
Xared By: L1 L/li L�1i40 Reviewed By: Date:

L. E. WQDTE'N and Company ENGINEERS • PLANNERS
120 N.BOYLAN AVENUE RALEIGH,NORTH CAROLINA 27603 TELEPHONE[phone]
June 12, 1985
Mr. R. Paul Wilms, Director F� VrD
N.C. Division of Environmental Management J JN 1 7 trit)i:
P.O. Box 27687 ^�
Raleigh, North Carolina 27611 1 ~f rc-ment i',nd
Re: Effluent Limitations
EII. rgcmy Res;.onse
Randolf Mills Inc. WWTP
Franklinville, NC
Dear Mr. Wilms:
Our company is preparing a feasibility study for the use of
the existing Randolf Mill Wastewater Treatment Plan by the Town
ran inville. Accordingly, we will appreciate your providing
us the effluent limitations for a design flow of 100,000 gallons
per day. The plant discharges to Deep River. The location of the
plant is shown on the attached map.
Sincerely,
L.E. WOOTEN AND COMPANY
By:
a h lc a
Shankar R. Mistry
SRM/mkp
Enclosure
r.
RECEIVED JUN is 1985
JUN 2 z 1985 WATER QUALITY
SECTION
'ECHNICAL SERVICES BRANCH

Remuest No . 2435
--------------------- WASTELOAD ALLOCATION APPROVAL FORM -
--------------------
Facility Name RANDOLPH MILLS WWTP
Type Of Waste DOMESTIC
Receiving Stream DEEP RIVER RECEIVED
Stream Class + C N.C. Dept. NRCD
Gubbasin 030609
County 1 RANDOLPH
Re�jional Office WSRO Division of
Remuestmr LE WOOTEN & CO Environmental Managenent
Drainage Area (so mi ) 279 ^ 6 Winston-Salem Reg. Office
7010 (cfs) 8 ^ 4
Winter 7010 ( cfs ) �
3002 ( cfs ) + '
------------------------- RECOMMENDED EFFLUENT LIMITS Wasteflow (msld )(msld ) + ~ 1
5-Day BOD ( md/l ) 30
pH ( SU ) 6-9 '
Fecal Coliform ( /100ml ) l 1000
TSS (mg/l ) 30
----------------------------------- COMMENTS -----------------------------------
----------------------------------------7°---------------------------------------
FACILITY IS � PROPOSED ( ) EXISTING ( ��) NEW ( )
LIMITS ARE REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
--------------------------------------------------------------------------------
RECOMMENDED BY �
REVIEWED BY �
SUPERVISOR , TECH ^ SUPPORT DATE
REGIONAL SUPERVISOR �� - ---DATE
�
Approval is ( ) preliminary ( ) fi
PERMITS MANAGER + --
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##�K MODEL SUMMARY DATA ###.
DISCHARGER RANDOLPH MILLS WW'TP 7UBBASIN 030609
RECEIVING STREAM DEEP RIVER STREAM CLASS ! C
7010 8 . 4 C3 S WINTER 701.0 « CF S
DESIGN TEMPERATURE 25 DEGREES C. WASTEFLOW : . 1 M6D
ILENCTHISLOPE I VELOCITY IDEPTH I K.1 I K1 I K2 I K2 1 Kra I
I MILES I F'T/MI I FPS I FT I /DAY 1 G20 I /DAY 1 020 I /DAY 1
I 1 f ! I 1 ! 1 I 1
SEGMENT 1 1 0 . 111 8 . 801 0 . 160 1 1 . 87 1 0. 46 1 0 . 37 1 2 . 631 2 . 541 0 . 001
REACH 1. 1 1 1 1 1 1 1 1 1 1
E 1 k 1 I I 1 I I I
SEGMENT 1 1 0. 1.4E 8. 801 0 . 010 1 1 .813 1 0 . 46 1 0 . 37 1 2 . 871 2 , 571 0 . 00E
REACH ? 1 1 1 1 1 1 1 1 1 1
I 1 1 I I 1 I k I 1
SEGMENT 1 1 0 . 601 8 . 801 0 . 163 1 1 .86 1 0 . 46 1 0 . 37 1 2 , 881 2 , 591 0 . 001
REACH 3 1 1 1 1 1 1 1 1 1 1
I 1 I 1 1 I I I 1 1
SEGMENT 1 1 2 . 401 84301 0 . 176 1 2 . 0E 1 0. 46 1 0 . 37 1 2 . 121 1. .901 0 , 001
REACH 4 1 1 1 1 1 1 1 1 1 1

f
WXc INPUT TIATA SUMMARY yK�C7k
I F€...ow I CF,0D I P3),0D 1 Ii .t7 . €
I C1=S I MG/1_ I MG/L k MG/L k
! 1 I I I
SEGMENT 1 REACH 1 I I I I 1
BASTE 1 0 .016 1129 .000 1 0 . 000 1 0 . 000 1
HEADWATCRSI 8 .400 1 2 . 000 1 0 .000 1 7 . 560 1
*TRIBUTARY 1 0. 000 1 0 . 000 1 0 . 000 k 0 . 000 1
RUNOFF 1 0 . 000 1 0 .000 1 0 .000 1 0 . 000 1
1 1 I 1 !
SEGMENT 1 REACH 2 1 1 1 1 1
WASTE 1 0 . 155 1129 . 000 1 0 . 000 1 0 . 000 1
'TRIBUTARY 1 0 . 000 1 0 . 000 1 0 . 000 1 0 . 000 1
RUNOFF # 1 0 .000 1 0 .000 1 0 . 000 1 0 . 000 1
] ! 1 1 1
SEGMENT 1 REACH 31 1 1 1 1
WASTE 1 0 .062 1129 . 000 1 0 . 000 1 0 . 000 1
'TRIBUTARY 1 0 . 000 1 0.000 1 0 . 000 1 0. 000 1
RUNOFF 1 0 . 000 1 0 . 000 1 0 . 000 1 0 . 000 1
I I I E I
SEGMENT 1 REACH 4 1 1 1 1 1
WASTE 1 0 . 000 1 0 . 000 1 0 . 000 1 0 . 000 1
'TRIBUTARY 1 2' . 100 1 2 . 000 1 0 . 000 k 7 . 560 1
RUNOFF 1 0 . 000 1 0 . 000 1 0 . 000 1 0 .000 1
Xt RUNOFF FLOW IS IN CFS/MILE

MC
UISCHARGER . RANDOLPH MILLS WWTP
RECEIVING STREAM ; BEEF' RIVER
THE END D . O . IS 7 . 66 MG/L
THE END CBOD IS 2 . 85 MG/L
THE END NROD IS 0 . 00 MG/L
THE.. D . O . MIN . OF SEGMENT 1 IS 7 . 45 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0 . 3
WHICH IS LOCATED IN REACH NUMBER 3
THE WLA FOR SEGMENT 1 REACH 1 IS 129 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D, O, IS 0 MG/1-
THE WASTEFLOW ENTERING SEG I REACH I IS 0 . 01 MG11
THE WLA FOR SEGMENT I REACH 2 IS 129 MG/L OF C DOD
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 I5 0 . 1 MGD
THE WLA FOR SEGMENT 1 REACH 3 IS 129 MG/E_. OF CI:sOD
THE WLA FOR SEGMENT :I. REACH 3 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D *O . IS 0 MG/L.
THE WASTEFLOW ENTERING SEG I REACH 3 IS 0 .04 MGD
THE WLA FOR SEGMENT 1 REACH 4 IS 0 MG/L OF CBOD
THE WLA FOR SEGMENT I REACH 4 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D . O . IS 0 MG/L
THE WASTEFLOW ENTERING SEG I REACH 4 IS 0 MGD