NC0021547_Wasteload Allocation_19860509

NPDES DOCIMENT SCANNING COVER SHEET
NC0021547
Franklin WWTP
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Speculative Limits
Instream Assessment
(67b)
Environmental Assessment (EA)
Permit
History
Document Date:
May 9, 1986
Thies document is printed on reuse paper - ignore any
content on the reYerse Bide

Dat Rec.
NPDES WASTE LOAD
D ALLOCATION Re-6 Engineer .3 2114 .30 o I •
Facility Name:..l OW N OF . 1�1.. , Ik 11W �'' , Date 3/t/ 8C
Existing r 1 /
Proposed O Permit No .: /�/64 6 2� 5! Pipe No .: el ( County: NA -CIA/
I A/
Design Capacity (MGD) : ), 7 5 () , Industrial (% of Flow): & Domestic (% of Flow) : 45P;.
$42e
(
Receiving Stream: LITTLE zeNwesSeT AeAvER Class:
Reference USGS Quad: S Wal (Please attach)
d4.40 ed le.}fry
Sub -Basin: — C /
Requestor: .S g f.( P 7 Regional Office ,lid
GedivxZ./A/
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: SZ 1
7Q10 (cfs) j}
Drainage Area (mil). o Qci
Winter 70_10 (cfs) P
Location of D.O. minimum (miles below outfall): `>
.Velocity (fps) : \ , c
K1 (base e, per day):
Avg, Streamflow (cfs) :
30Q2 (cfs)
Slope (fpm)
K2 (base e. aer day):
Effluent
Characteristics
Monthly
Average
Comments
,TO Q 5
3 O 1%x
c :1,41) v) SU 4 _1
153
3O /-
1 l c1.o
ion
-Allocation
O
O
O
Comments:
Effluent
Characteristics
:5nthly
1'.verage
Comments
Reviewed By:
Date:

3f l2(SS.
Jofnn of Aranhlin
FRANKLIN, NORTH CAROLINA, 28734
March 12, 1986
N. C. Dept. of Natural Resources
& Community Development
Div. of Environmental Management
512 N. Salisbury St.
Raleigh, N. C. 27611
Dear Mr. Bridges,
Attached please find a copy of map showing the Town of
Franklin waste water discharge point.
At this time we have one (1) metal working industry that
is putting industrial waste into our system. The daily flow
from this industry is 3000 gallons which is .004 percent of
the total facility flow.
If you should have other questions please let me know.
Respectfully,
JW/fcc
enc.
Jim Williamson
Town Administrator
MAR 17 1986
PERMITS & ENGINEERING

'
Request No. : 3001
.... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... WASTELOAD ALLOCATION APPROVAL FOAM
Facility Name TOWN OF FAANKLIN WWTP
Type of Waste DOM.IND
Status EXISTING
Receiving Stream LITTLE TEnNsSSEE RIVER
Stream Class C
Subbusin 040401
County MACON Drainage Area (sq mi> 299
Regional Office ASHEVILLE 7Q10 (cfs) 157
Pequestor BRIDGES Winter 7Q10 (cfs) 186
Date of Request 30Q2 (cfs)
Quad 5NW Average Flow (cfs) 682
RECOMMENDED EFFLUENT LIMITS
� S/W
Wasteflow (mgd) .75
5-Day BOD (mg/1) 30
Ammonia Nitrogen (mg/1) wn
Dissolved Oxygen (mg/1) NP
TSS (mg/1) 30
Fecal Coliform (0/100ml): NP
pH (SU) : NP
.=�
Recommended by
Reviewed by:
Tech, Support Supervisor
Regional SL,41
Permits & snQineering__
Water Quality Division
Western Rniona/Office

IMPORTANT
Time __ _-
WHILE YOU WERE OUT
TELEPHONED
CALLED TO SEE YOU
WANTS TO SEE YOU
RETURNED YOUR CALL
N. C. Dept. of Natural Resources and Community Development

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,u D%SCHARQEA
AECEIVINQ STAEAM
.... .... .... .... .... .... .... -.... .... MODEL AESULTS -~--------
TOWN OF FAANKLIN W4JTP
LITTLE TENNEGSEE A%VEA
THE END an. %5 0.00 MQ/L
.... ....... ...... ............ -........... ....................... ... ...............................
THEE B4D (113O13 % 5 0 () MG/L
.... .... .... .... ----------T-----.........................
THU ENU NBOD IS 00 MQ/L
TH� D.O' MIN. OF SEQMENT 1 IS 0.00 MC/L
THIS MINIMUM I LOCATED AT SEQMENT MIA LEPO%NT
WHICTH IS IN AEA[N NUMBEA 0
THE WLA J. REA[�1
THE RES{UIAED E T D.O. IS
THE WAGTET"LOW ENTEAINC 1
/
THE WLA FOA SERM[NT 1 PIEKAOH
THE LA.01 FOR1 REACH
TNE AEQUIAED T D.O. IS
THE WASTEFL(:)W ENTERING GEQ 1
1 %S 129 MG/L. OF, C�BOD
AE0.)C' J.
MQ/L OF NBOD
MQ/L OF CBCID
MG/L. OF NBOD

4
�a t
*** M(71:11:::1... SUMMARY DATA >K**
Discharger
Receiving Stream
7(::I. ()
Design Temperature
TOWN OF l::i: ANI<I...:l:N WW"TP
LITTLE "T I:' i`! M 1::: S:i S:i 1'c:: E RIVER
157
2:1. 0C
S:i t.l i:y I:' ia. s :i. n
Stream Clams:
Winter 7C410 :
30Qis
1LENGTH15L0PE 1 VELOCITY 1DEPTH 1 K1 1 K1 1 K2 1 K2 1 KN 1 KN 1-KNR 1 KNR 1
1 mile lftlai,1 fps 1 ft 1 lday 1 820° 1 Ida 1 820° 1 lday 1 820° 1 !day 1 020°
Segment 1 1 0.641 7.801 1.030 1 3.23 1 0.00 1 0.00 : 0.00 1 0.001 0.00 1 0.00 10.00 1 0.00 1
Reach 1 1
Segment 1 1 2.601 0.101 0.010 1 4.00 1 0.00 1 0.00 1 0.00 : 0.001 0.00 1 0.00 1 0.00 1 0.00 1
Reach 2 1
*** :I:NI::'uT DATA SUMMARY )<**
1 Flow 1 CBOD 1 NBOD 1 D.O. 1
1 cfs 1 og11 1 agl1 1 eg!1 1
5egaent 1 Reach 1 1
Waste 1 1.162 :129.000 1
Headwaters1157.000 1 2.000 1
Tributary 1 0.000 1 0.000 1
* Runoff 1 9.400 1 2.000 1
0.000 1 0.000 1
0.000 1 8.100 1
0.000 1 0.000 1
0.000 1 8.100 1
Segment 1 Reach 2 1
Waste 1 0.000 1 0.000 1 0.000 1 0.000 1
Tributary 1 0.000 1 0.000 1 0.000 1 0.000 1
* Runoff 1 2.300 1 2.000 1 0.000 1 8.100 1
* Runoff flow is in cfslnile
041040:1.
t.i
186