NC0028975_Wasteload Allocation_19820329

3 t�
NPDES WASTE LOAD ALLOCATION
a Facility Name: J�u�� i awn ai Date:
c.> Exist:ing d Permit No. : fit/ C�D 7� Pipe No. : County: Pcsl�
. Proposed poicati����/ d£511h
CU
Design Capacity (MGD) : C ) �1a Industrial (% of Flow) : Domestic (% of Flow) : ICE 0
Receiving Stream: � �.tS C'ry-aL Class:�� Sub-Basin: ('T F)C�
ea
Reference USGS Quad: 7 (Please attach) Requestor: Regional Offices &C
(Guideline limitations, if applicable, are to be listed on tlx back of this force.)
Design Temp. : 1 6C Drainage Area: G . a vni '- Avg. Streamflow:
7Q10: O.CO`/ crS Winter 7Q10: 30Q2:
�` 0233 �I�mi
Location of D.O.minimum (miles below outfall) : c•U 5 Slope: . -
Velocity (fps) : n.D.:. Kl (base e, per day, 200C) K2 (base e, per day, 201C) : Q. 3CU
coa
0
H Effluent Monthly Effluent Monthly
us Characteristics Average Comments [ Characteristics Average Comments
5 a r"g�l
i
mgll
.� 0006 06 rnl
1
Original Allocation
Revised Allocation Date(s) of Revision(s)
Cp
(Please attach previous allocation)
Prepared By: Jinn' ( k")yZuh Reviewed By: Date:

Confirmation Only
REQUEST NO.
,
********************* WASTELOAD ALLOCATION APPROVAL FORM
FACILITY NAME SALUDA, TOWN OF
TYPE OF WASTE DOMESTIC
COUNTY POL
(� mW��
REGIONAL OFFICE � � REQUESTOR �
RECEIVING STREAM 4 JOELS CREEK SUBBASIN CTB06
7010 � 0^ 09 CFS W7010 CFS 3002 � CFS
DRAINAGE AREA 4 0 ° 20 SQ , MI ^ STREAM CLASS * A-II
************************ RECOMMENDED EFFLUENT LIMITS ************************
WASTEFLOW( S) (Moll ) 0 ^ 1
BOD-5 (MG/L) � 30
NH3-N (MG/L )
D ^O ^ ( MG/L )
PH (SU ) 6-9 ^�-- / �IMITS FOR 201 FACILITIES
FECAL COLIFORM ( /1O0ML) � 1000 PLAN DESIGN FLOW .
TSS (MG/L ) � 3O
- - (MG/L ) ��
�
FACILITY IS PROPOSED ( ) EXISTING NE ( )
LIMITS ARE REVISION ( ) CONFIRMATION ( ^/> OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY �
�
MODELER � TE +
HEAD, TECHNICAL SERVICES BRANCH -DATE �
`~-i^``
REGIONAL SUPERVISOR ��' �� ' DATE �
' | \ '
PERMITS MANAGER ----DATE--
APPROVED BY �
DIVISION DIRECTOR - -k ---�L-- `
/ /

Division of Environmental Management
March 30, 1982
Mr: Mike McGhee
Water Division
EPA' - Region IV
345 Courtland St., N.E. ,
Atlanta, Ga. 30365
Dear Mike, '
Enclosed are our notes and field survey report for the Saluda 201
Facilities Plan allocation model. The limits resulting from this model
are secondary, and are a. confirmation of- the previously issued limits.
Please note the xerox of the model output from our "new, improved". Level
B model on our Tektronix terminal - definitely a step up from the old
Hewlett-Packardl .
Sincerely,
Jennifer Buzun
Environmental Engineer
Enclosures
cc: Jennifer Buzun

�K�cK MODEL SUMMARY DATA
DISCHARGER Y SALUDA? TOWS! OF SUBBASIN Y CTB06
RECEIVING STREAM JOELS CREEK STREAM CLASSY A—II
7Q10 Y 0 .09 CFS WINTER 7Q10 Y CFS
DESIGN! TEMPERATURE Y 21 DEGREES C. WASTEFLOW Y 0. 1 MGD
ILENGTHISLOPE I VELOCITY IDEPTH I K1 I Kr• I Kra I K2 I Oro I
IMILES IFT/MI I FPS I FT I /DAY I /DAY I /DAY I /DAY ICES/MII
-------------------------------------------------------------•-------------------
I I I I I 1 I I I I
SEGMENT 1 1 0.351238.001 0.22 1 0.09 1 1 .36 1 1 .36 1 0. 00 142.27 1 0.39 1
REACH 1 1 1 1 1 1 I I I I I
--------------------------------------------------------------------------------
I I I I I — I I I I I
SEGMENT 1 1 14251238.001 0.22 1 0.09 1 0.30 1 0.30 1 0.00 142.27 1 0.39 1
REACH 2 1 1 1 1 1 1 1 1 1 1
---------------------------------------------------------------------------------
ALL RATES ARE AT 21 DEGREES Co
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a _•
########## MODEL RESULTS ##########
DISCHARGER :SALUDAY TOWN! OF
RECEIVING STREAM SJOELS CREEK
THE END D.O . IS 8.86 MG/L
THE END CBOD IS 19 .02 MG/L
THE END NBOD IS 0.00 MG/I_
THE D.O. MINI. OF SEGMENT 1 IS 5.25 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINlT 0 .05
WHICH IS LOCATED IN! REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 110 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/1— OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NBOD

t Se N
Saluda
Joel's Creek
Time-of-Travel Study
Introduction
A time=of-travel study was conducted on Joel's Creek at Saluda in Polk
County on October 20 and 21, 1981. The town of Saluda has two untreated dis-
charges (001 & 002) to the upper end of Joel's Creek and the stream reach
studied (1.6 mi.) was from these discharges to the Creek's confluence with
the North Pacolet River. The purpose of the study was to collect data re-
quired for the calibration of the wager quality model used in determining
wasteload allocations for the Town of Saluda.
Results and Discussion
A map of the area is provided in. Figure 1 and station descriptions are
in Table 1.
Rhodamine W.T. was used as the tracer with standard fluorometric
procedures. Discharge 001 and 002 are located 20 feet west of the Southern
Railroad tracks, where the culvert for Joel's Creek coming from the southern
end of 14ain Street crosses the railroad. The dye was poured into the
effluent from the pipe designated 001. Discharge 002 which is located 3 feet
from 001, was not running at the time of the dye dump. The dye cloud was
tracked visually in the upper reaches and with an automatic sampler at the
stream mouth.
The time-of-travel data and discharge measurements are presented in
Table 2. Total stream velocity is less than anticipated with such a steep
slope (200' /mi.) , because of the large number of pools in the stream reach.
A D.O. profile for the study reach is shown in Table 3. D.O. values are de-
pressed in the first 600 feet of the study reach, but recover rapidly with
' the steep slope and high D.O. in the tributaries and runoff. This first
600 feet of the stream is unsightly with an algae mat and sludge deposits
covering the bottom. This situation is likely to be even worse in the summer,
when higher temperatures are present.
Long term BOD samples were taken along the study reach and are presented
in Table 4.

4554 IV SW 4,554 IV SE
L LE 5 5 11 FO U S 3
1ILLE 202-SW 1:24000) 25' 4- 76 20' (CLIFFIELD•MTN.202-SEI /:240001 382
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1103
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in .19
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1105
o
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z
ui X...1105
a.20
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Figure # I -

Station Descriptions
Station
J-1 Upstream discharge 001 and 002, just before Joel's Creek
enters the culvert under the railroad.
1-2 Discharge from pipe labled 001, which is 20 feet west of the
Southern Railroad tracks some 300 feet south of the center of
town along the railroad.
J-3 Mix station, 200 feet downstream discharge 001.
1-4 On trib. number 1 of Joel's Creek, just upstream of its
confluence with the main stream.
J-5 Mix of Joel's Creek and trib. 1, some 500 ft. downstream
of the confluence of Crib. 1 and Joel's Creek.
J-6 Where SR1102 crosses Joel's Creek.
J-7 Lo.S+ ,,C-�c)r
w� JU�I's
S — Mou�k J Joel's Creek
Table 1

DISCHARGE MEASUREMENTS
REACH: Joel's Creek from Saluda discharges 001 and 002 to its confluence with the North Pacolet River.
Station Velocity Are Cross-Sectional
Number Location Date Time Stage ft/sec (Ft ) Width Discharge
(ft) (cfs)
c1a.e��h
J-1 Upstream of discharge 10-20-81 1430 .24 .16 1.2 G `�° .04
1-2 Effluent 001 10-20-81 1430 measured 1L/ se.
J-3 Mix - downstream f 7.9 gpm 6 QIN�
discharge 10-20-81 1535 .23 .23 ✓ 1.1 °'21 .06
J-4 Upstream on Joel's Creek trib #1 10-20-81 1515 1.04 .08 .8 .08
Joel's Creek upstream 10-20-811 1840 .94 .73 ' 3.0 o,zy' .85
of last major trib. a
Last major trib to
Joel's Creek 10-20-81 1855 .38 .92 3.4 .36 R
F
J_S Joel's Creek above 10-21-81 1130 .45 2.87 11 o a� 1.09
confluence with N.
Pacolet R.
REACH: Joels Creek near Saluda, N.C.
Time-of-Travel
Dist. — �
from Stream
Travel Cum. Veloc- Injec- Dis-
Sta. Peak . Time, Time, ity, Length, tion, charge, Slope
No. Location Date Time hrs. hrs. ft/sec. mi . mi . cfs ft/mi .
ut to Joels Creek at - Dose at
J-2 Saluda 001 Discharge 20 Oct. 1981 1400
Joels Creek at Conf1
J-8 with Pacolet River 21 Oct.1981 0040 10hr 40min .22 8543 feet
L

INTENSIVE SURVEY FIELD DATA
Sub-basin: . Date:
Survey Area: 5�1 k
Station Storet Time Temp. D 0 Stage Cond. . pH Secchi Turb.
No. No. 00010 00300 00065 00095 00400 00077 00076
�e�►rrn s OCl33 I3.2
CR145
6ti _
olu
3_9 �, «, I005 !®, 9 8.85
e6 Crt.
7.75
in
4r at-6— Wow
o/n ' �6 on
7 ak t"1nrjjrtCL,
i5
7.7
J- 7 1106 6.5 11. 5
1110 7.o //. 7 Jc e�CD (Ijt a
ilia 11.0
,w
Table # 3

Saluda BOD Long Term
1 2 3 t 1 12 14 15 ' 1-7 18 1 ct 21 25 29 3a 3
IA 2.1, 2.5 2.8 29 3.8 4-1 4.3 4.3 4.3 4.5 4.5 4-t `-I.-T 4.8
�-2 IGA 31.1 . 53.2 61 Q-8 --Mq qi:7 Ct55 1633 10g.o tid6.o II9.2 121q 125.8 I28.5 t3o.� 131.3 132.2
MCC. -
-2 15.5 -Vo.2 50.3 57.2 0,4.5 ?t.2 84:77 Mq IUA 119.2 1911 122.2 122.9 124.9 126.E 12R•3 124.9 131.4
�-2 19.4 AS 52.3 59.0 G5.7 T9 a2.a 101.E IM-5 MU 12.4,l 121.3 USA 119.2 l2b9 133.2 135.4 135A I36.S
J-3 14-T 2977 44.9 537 CoM 7M a5.2 lot S 16-rz I I9.o 125`t' 141.4 149.4 152.8 15G.r, 159.5 IG2.0 1G2.G M.S
-�} 1."1 3.2 4.2 7 .5.3 5.� Q.0 ?•3 7..5 8:z q.a ci.4 �.5 9.5 9.,F( 9.� tC�.1 10.3 lo,
MAI
-5 1.2 2.1 2.9 3.3 3A 4.R ro.2 G.8 7.0 S. .co acj �i.2 q.2 q.3 qA q.Cc
_`moo .
J_ .ci 1.3 IA 17 1 q I A 2.4 2.5 2.5 .3..5 3.9 40 4.2 4:3 4.3 4.32 4.
-7 1. t I.Co 1.9 2,6 2.2 2.2 2..5 27 2.9 3.9 4.0 4.3 4.,5 4.,5 4.G 4:7 4.�
_
-� 1.0 1.2 1.3 1.4 t.Co 1.�i 2.® �.1 3.2 3.�1 3,� 3.8 3.8 3.s
t
z

REACH: Joels Creek near Saludae N.C.
Dist.
from Stream
Travel Cum. Veloc- Injec- Dis-
Sta. peak Time, Time, ity, Length, tion, charge, Slope.,
No. Location Date Time hrs. hrs. ftJsec. mi . mi.. cfs" Itjmi .
ut to Joe s Cree at Dose at
S-2 Saluda 001 Discharge 20 Oct. 198L 1400
Joels Creek at Conil 22 8543 feet
S-8 with Pacolet River 21 Oct.1981 0040 lOhr 40min

WATER QUALITY SECTION U�Lb1)t,q
INTENSIVE SURVEY ".SUg-BASIrd:
DYE TRACER STUDI .a �-
STREAM: J�Q 's �i ,� ' �' '- LOL vi . I -
_ram
SAMP. SAMP DATE TIME G.H. FIELD READINGS LABORATORY READINGS CONC
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INTENSIVE SURVEY FIELD DATA
Sub-basin: Date:
Survey Area: n l
Station Storet Time - Temp. D 0 Stage Cond. pli Secchi Turb.
No. No. 00010 00300 00065 00095 00400 00077 00076
G955
bd
d
by
L ,4 v4 trr1 ��
lie
7,0 /da Ftlp�C� rt.
N, (��e

�Q4pf
Dint. Y "t VP.LOCITY.`. - Diet.
trey Aev Th M. ' fras Rev- Time VEfACLTY
laltial Width Depth ' olu in At. 7 Mean In ,Area ischorg Initial Width Depth olu- In At Hera Sa Area Dlacharge
Point. time Seconds Point Vertical - Point bone Seconds Point Vertical
-A X7
3'
A � 10- .24.E 26
7MR14C
u r 3r `tl 3 ,VD
�3 t� `'�t� �. .- ;ate • ,5. � ,� - A
j
' �2 6 q i

s�r z of St Me 0bf
�'-�� �4 �,�n c� {,c1�2
C'csvnl1n� i lyl
Dist. - °' VETACITYF: `:. Dint. VEWCITY
Frm &ay. - Tian fr— gav- TSme
.Initial. Width Depth olu in At 11aaa 4 Area iacharg Initial Width Depth olu- in At Mean in Area Discharge
Point tiono Second. ,Point Vertical Point tione Seconds Point Vertical ,
.:1U. , 1LCCO
t
i

VELOCITY ` Diet. VELDCTTY
from Rmv-. Ti" frm Rev- Time
Initial Width Depth olu- is At, Wean ia' Arm SatharE Initial Width Depth olu- in At Mean in Area Dincharge
Point Bono Secoade Point Vertical Point bone Seconds Point Vertical
3,b
Sr .ola
-41
jj
deb . 5 .23 3 . 2
ado ,7s . 3 �� 4Q
0
r
t

INTENSIVE SURVEY FIELD DATA _
Sub-basin: Date: 10
Survey Area: SIO L,a z—
Station Storet Time Temp. D 0 Stage Cond. PH Secchi Turb.
No• No. 00010 00300 00065 00095 00400 00077 00076
a ,
r� _
q_3
•
.