NC0002852_Wasteload Allocation_19820413

NPDES DOCUMENT SCANNING COVER ! C2EET
NPDES Permit:
NC0002852
Franklinton WTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Technical Correction
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
April 13, 1982
This document is printed on reuse paper - ignore any
content 4311 the rezrerse side

Facility Name:
Existing
Proposed
RYA irs 4 ,7 `i .rn
NPDES WASTE LOAD ALLOCATION
carer { 4 Pla,vot
Permit No • /.1C. onOPipe No.:
28 o, c o p
coo oa : s glair b4•.c_1= w c..ak, c-o.pc k, Ld cs c'-,w-re
Design Capacity (MGD) : O. 0 Co Industrial (% of Flow) : to
/'%-ci/o?
Date- '( 4( ga
Q c7 ! County:
cta'ca.u��
o cc c,.rS' cL o.xc(...o)
Domestic (% of Flow):
Receiving Stream: f r.�car,C Cr. Class: C. Sub -Basin: Y 0-3 01
Reference USGS Quad• C 7 St) (Please attach) Requestor: 14+ -Re&Lurral Office 0-4—EL
(Guideline limitations, if applicable, are to be listed on the back of this form.)
•
Design Temp.: Drainage Area: Avg. Streamflow-
7Q10: Winter 7Q10: 30Q2-
Location of D.O.minimum (miles below outfall): Slope -
Velocity (fps): K1 (base e, per day, 20°C): K2 (base e, per day, 20°C)•
Effluent
Characteristics
Monthly
Average
Comments
TS
v//
44-
6- �, Ss.a.
r4id.?
re �vr�li?I 8W
�
9.4 rs Seth) Ike
receitill
di s1//
Original Allocation
Revised Allocation
fecturA
e4;04c....2
repared By: /J€(L4Wt.I.' Reviewed By:
I
Effluent
Characteristics
of
Monthly
Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
Atel
Date: /3.1/2

REQUEST NO.
366
********************* WASTELOAD ALLOCATION APPROVAL FORM *********************
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL. OFFICE
RECEIVING STREAM
7010 : 040 CFS
DRAINAGE AREA
.
FRANKLINTON WATER TREATMENT PLANT
FILTER BACKWASH
FRANKLIN
RALEIGH
TAYLORS CREEK
W7010 : CFS 3002 :
0.10 SO.MI. STREAM CLASS : C
APR 15 19
RALEIGH REGIONAL OFFICE
REQUESTOR : KITTY KRAMER
SUBBASIN : 03-03-01
CFS
************************ RECOMMENDED EFFLUENT LIMITS ************************
WASTEFLOW(S)
B0D-5
NH3-N
D.O.
PH
FECAL COLIFORM
TSS
(MGD)
(MG/L)
(MG/L)
(MG/L)
(SU)
(/100ML):
(MG/L)
0.06 OTHER LIMITS :
SETTLEABLE SOLIDS 0.1 ML/L
THE TURBIDITY OF THE RECEIV-
ING WATERS DUE TO THE DIS-
6-8.5 CHARGE SHALL NOT EXCEED 50
NTU.
30
********************************************************************************
FACILITY IS : PROPOSEII ( ) EXISTING iv) NEW i )
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 : 5 /3'*2
DATE : _1'/3 4't
DATE

SOC PRIORITY PROJECT: Yes___No
If Yes, SOC No.
To: Permits and Engineering Unit
Water Quality Section
Attention: (Review EngincetSc's
Date %/- - iL
6,6s0
NPDES STAFF REPORT AND RECOMMENDATION
County FrcA l,:,
Permit No. NC 060 -S5 2
PART I - GENERAL INFORMATION
1. Facility and Address:
Po Gm 301c
rk k1 4-}-, / . c .
2. Date of Investigation: 1) - z -
3. Report Prepared by:
4. Persons Contacted and Telephone Number: cg; / i j/ ay/cis'
ciIdl_ if9y- 252�
1/r,. m;_ . 54 2 U s 1
NOV
5. Directions to Site: 06,, ij c. S
275 2 s
6. Discharge Point(s), List for all discharge points:
Latitude: 3 5° 6 z I /Longitude: 7 C 2 A 25
Attach a USGS map extract and indicate treatment facility site and discharge
point on map.
U.S.G.S. Quad No. C 2YSc) U.S.G.S. Quad Name i[a-Aki,;,,/,-
7. Site size and expansion area consistent with application ?
✓ Yes No If No, explain:
/� '2, �-
8. Topography (relationship to flood plain included): s' ass

9. Location of nearest dwelling: ! U c.� i 4kL S QO,
10. Receiving stream or affected surface waters: j A y / al 5
Classification: Lk) 5 1 U S
River Basin and Subbasin No.: b 3
Describe receiving tream features
a.
b.
c.
downstream uses:,�c,��-��5
LuLL
',a7 al
and pertinent
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of Wastewater to be permitted: . 0 MGD(Ultimate Design
Capacity)
b. What is the current permitted capacity of the Waste Water Treatment
facility?
c Actual treatment capacity of the current facility (current design
capacity)? S-R
d. Date(s) and construction activities allowed by previous Authorizations
to Construct issued in the previous two years: J /�—
e. Please provide a description of existing or substantially constru�Cted,
wastewater treatment facilities: Q�,r e-v a� 1 L
f Please provide a description of proposed wastewater treatment
facilities:
g•
Possible toxic impacts to surface waters:
h. Pretreatment Program (POTWs only):
in development approved
should be required not needed
2. Residuals handling and utilization/disposal scheme:
a. If residuals are being land applied, please specify DEM permit no.
NPDES Permit Staff Report
Version 10/92
Page 2

Residuals Contractor
Telephone No.
b. Residuals stabilization: PSRP PFRP• Other
c. Landfill:
d. Other disposal/utilization scheme (Specify):
3. Treatment plant classification (attach completed rating sheet):
4. SIC Code(s): 1# 9 4 /
Wastewater Code(s) of actual wastewater-; not particular facilities i.e.., non -
contact cooling water discharge from a metal plating company would be 14,
not 56.
Primary 2l Secondary
Main
PART III
Treatment Unit Code: ,� 6 -3
- OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds or are any
public monies involved. (municipals only)?
2. Special monitoring or limitations (including toxicity) requests:
3. Important SOC, JOC or Compliance Schedule dates: (Please indicate)
Date
Submission of Plans and Specifications
''':Begin Construction
Complete Construction
4. Alternative Analysis Evaluation: Has the facility evaluated all of the non -
discharge options available. Please provide regional perspective for each
option evaluated.
Spray Irrigation: pi
Connection to Regional Sewer System:41e,
Subsurface: �I f
NPDES Permit Staff Report
Version 10/92
Page 3

Other disposal options:
5. Other Special Items: like,
PART IV - EVALUATION AND RE� b� /Lte_gu- J
• 14! ede--&LeTz- .c�tc�t�cs i-sic-e.�.1� �Ooss
azarlfh-. ,v,-k_
. %;)
4.61- t4A4 , "Oevn,,} A .°2-,-,‘A.)-ei a.-6zerzde/A--e-e huit-
e-elAt5 ,e-eA—e-A./5 qie.friz /a-e-4.-Ar.
Signature of r por/ % reparer
ty Regional Supervisor
Dat
NPDES Permit Staff Report
Version 10/92

A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0002852
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from outfall
serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristic.
Flow
Total Suspended Solids
Settleable Solids
Turbidity
Iron
Total Residual Chlorine
Aluminum
Discharge Limitation: Monitoring
Lbs/day Units (specify Measurement
Mon. Avg. Pally Max Mon. Avg. - - Daily Max, Frequency
Weekly
30.0 mg/I 45.0 mg/I 2/Month
0.1 m l/ I 0.2 m l/ I Weekly
* * * * Weekly
Weekly
Weekly
Weekly
Requirements
Sample
Type —
Estimate
Grab
Grab
Grab
Grab
Grab
Grab
*Sarno!,
Location
E
E
E
U,D
E
E
E
* Sample locations: E - Effluent, U - Upstream, D - Downstream
** The discharge shall not cause the turbidity of the receiving water to exceed 50 NTU. If the turbidity'exceeds these levels due to natural
background conditions, the discharge level cannot cause any increase in the turbidity in the receiving water.
All samples collected should be of a representative discharge.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.