NC0007820_WASTELOAD ALLOCATION_19870310

NPDES DOCUMENT SCANNIN& COVER SHEET
NPDES Permit:
NC0007820
Franklinville WWTP
Document Type:
Permit Issuance
asteload Allocation
Authorization to Construct (AtC)
Permit Modification
Speculative Limits
Plan of Action
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date:
March 10, 1987
WIiIB document Ls printed on reuse paper - igMore any
content on the revere Bide

NPDES WASTE LOAD ALLOCATION Ehineer f oat Rec.
Facility Name: FMt4U11qvt11e_ Waste T✓eaf�e„ kc_o _ �o✓'%►.rerl o(o�p� Nic(�s Date
� 3o Sb
Existing •a
Proposed0 Permit No.: _tsGO®®'7 Z�� Pipe No.: OO County: 12aKoio(
Design Capacity (MGD) : O, O ( Industrial (% of Flow) : Q Ibmestic (% of Flow) • 1 p
Receiving stream: ' g Class: C. sub -Basin: CO 3 O 6 — 0 i
Reference USGS Quad: ZD Jy (Please attach) R estor: �w
� - �L������c�C.,�l i, Regional Office (airjQQ
(GLUdellne limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: �(� Drainage Area ( mil) c�2 So _ Avg, Streamf low (cfs) : 2 80
7Q10 (cfs) Winter 7Q10 (cfs) _ _ / 9 30Q2 (cfs) , 0
Location of D.O. minimum (miles below outfall): Slope (fpm) /2,5
Velocity (fps) : (base e, per day) K (base e . ter day) : �G aQ
Effluent
Characteristics
Monthly
Average
a
Comments
t
0
orig-A�cation 0 Comments:
Bevis Allocation
0
Cb irmation 0
y
Prepared By .
/t4- Reviewed By:
Date: 1 p /

Request No. :3542
-------------------~- WASTELOAD ALLOCATION APPROVAL FORM ---------------------
Facility Name
: FRANKLINVILLE
WASTE TREATMENT CO
Type of Waste
: DOMESTIC
Status
: EXISTING
Receiving Stream
: DEEP RIVER
Stream Class
: C
Subbasin
: ()30609
County
: RANDOLPH
Drainage Area
(sq mi)
: 280.
Regional Office
: WSRO
Summer 7Q10
(cfs)
: 9.
Requestor
: JULE SHANKLIN
Winter 7010
(cfs)
: 18.
Date of Request
: 2/17/87
Average Flow
(cfs)
: 280
Quad
: E20NW
30Q2
(cfs)
: 36.0
---------------------- RECOMMENDED EFFLUENT LIMITS -------------------------
:
Wasteflow (mgd):
5-Day BOD (mg/1):
Ammonia Nitrogen (mg/l):
Dissolved Oxygen (mg/1):
TSS (mg/1):
Fecal Coliform (#/100ml):
PH (SU):
:
:
0.01
30
30 MAR 6 9='
--------------------------------- MONITORING ---------------------------------
Upstream (Y/N): Location:
Downstream (Y/N): Location:
---------------------------------- COMMENTS ----------------------------------
'
Recommended by
Date ^�
�
Reviewed by:
Tech. Support Supervisor Date -40-R.-
��
Regional Supervisor Date ' ��'�
Permits & Engineering Date

MODEL RESULTS ----------
Discharger
:
F'2ANKL_ I NV 1 LLE WASTE
TREATMENT
CO
Receiving Stream :
DEEP RIVER
The End D.D.
is 7.58
mg/l.
The End CBOD
is 2.69
mg/1.
The End NBOD
is 0.00
mg/1.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1)
Milepoint Reach #
(mg/1)
(mg/1)
(mg/1)
(mgd )
Segment 1
7.55
0.00 1
Reach 1
135
0.00
0.00
0.0100 )
Reach 2
135
0.00
0.00
0.04000

*** MODEL_ SUMMARY DATA ***
Discharger FRANk..L.INVII..L_E WASTE TREATMSubbasin : 030609
Receiving Stream DEEP RIVER Stream Class: C
Summer 7010 : 9. Winter 7Q10 : 18.
Design TemfreT-,a•tur'e: 26.
!LENGTH: SLOPE: VELOCITY ! DEPTH! K1 : KI ! K2 1 K2 : KN : KN 1 KNR 1 KHR 1
: mile 1 ftlmil fps 1 ft ;design: Z20' !design! 1120' !design! 420' (design: 820' 1
-----------------------------------------------------------------------------------------------------
Segment 1 1 0.301 12.50: 0.107 1 1.77 : 0.50 1 0.38 1 4.79 1 4.201 0.00 : 0.00 1 0.00 ! 0.00 1
Reach I 1 1 1 I 1 i ! 1 1 f I 1 1
1 1 1 , i 4 4 l 1 1 , i
I 1 1 1 1 1 4 4 l 1 i 1 i
Segment 1 1 0.601 5.901 0.151 1 2.01 1 0.48 1 0.36 ! 1.63 1 1.611 0.00 1 0.00 1 0.00 : 0.00 1
Reach 2 1 1 : 1 1 1 1 1 1 1 1 1 :
-----------------------------------------------------------------------------------------------------
1 Flow
1 CDOD 1
NDOD
1 D.O. 1
: cfs
1 mg/1 !
mg/1
1 Ing/3. 1
Segment 1
React, 1
Waste
: f-) . 016
: 135 . 000
OoO
1 0. Ooo
Headwaters: 9. 000
: 2. 000 :
0. 000
: '7. r6{--)
Tributary
1 0.0oo
: o.+700 1
0.4 (x)
! 0.00o
* Runcif f
! C) . 09()
1 2. CIC. 0 :
0. 000
1 7.560
Segment 1
Reach 2
Waste
1 0.062
:135.oOO 1
0.000
1 0.000
Tributary
1 o.000
: 0.000 :
0.000
: 0.000
* Runoff
1 ().090
: 2.(J00 1
0.000
1 7.560
* Runoff flow is in cfs/mile

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40
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1 Seg 0`1
Reach #
| Seg Mi |
D.O. 1
CBOD
| NBOD |
Flow |
1
1
0'00
7.55
2.23
0'00
9.02
1
1
0.03
7.57
2'22
0.00
9.02
1
1
0'06
7'58
2.21
0'00
9.02
1
1
0'09
7'60
2'20
0.00
9.02
1
1
0'12
7.62
2.19
0.00
9.03
1
1
0'15
7'64
2'17
0.00
9.03
1
1
0.18
7.65
2.16
0.00
9.03
1
1
0.21
7.67
2.15
0.00
9.03
1
1
0.24
7.68
2.14
0.00
9.04
1
1
0.27
7.69
2.13
0.00
9.04
1
1
0.80
7.71
2.12
0.00
9.04
1
2
0.30
7.65
3.03
0.00
9.10
1
2
0.36
7.64
2.99
0.00
9.11
1
2
0.42
7.63
2.96
0.00
9'12
1
2
0.48
7.63
2.92
0.00
9.12
1
2
0.54
7.62
2.89
0.00
9.13
1
2
0.60
7.61
2.85
0.00
9.13
1
2
0.66
7.60
2.82
0.00
9.14
1
2
0,72
7.60
2.79
0.00
9.14
1
2
0.78
7.59
2.76
0.00
9.15
1
2
0.84
7.59
2.72
0.00
9.15
1
2
0.90
7.58
2'69
0.00
9.16
� Seg #
| Reach 4
| Seg Mi |
D.O. |
CBOD
| NBOD 1
Flow |
1
1
0.00
7'55
2'23
0.00
9.02
1
1
0'03
7.57
2.22
0'00
9'02
1
1
0'06
7'58
2'21
0'00
9'02
1
1
0'09
7'60
2'20
0'00
9'02
1
1
0.12
7.62
2.19
0.00
9.03
1'
1
0.15
7.64
2.17
0.00
9'03
1
1
0.18
7,65
2.16
0-00
9'03
1
1
0.21
7.67
2'15
0.00
9'03
1
1
0'24
7'6B
2'14
0.00
9.04
1
1
0.27
7.69
2.13
0.00
9.04
1
1
0'30
7'71
2'12
0'00
9'04