NC0020664_WASTELOAD ALLOCATION_19870715

NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit: NC0020664
Spindale WWTP
Document Type: Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Correspondence
201 Facilities Plan
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date: July 15, 1987
This documeat iW priated oa I'eX10e paper-igaore say
coateat oa the reverWe Wide

NPDES WASTE LOAD ALLOCATION '
PERMIT NO.: NCOO 2pCO6 C( Modeler Date Rec. x '
FACILITY NAME:
2
Facility Status: OroSID . Expa Drainage Area (mi ) Avg. .Streamftow (cfs):
(circle one) 7Q10 (cfs)3• ( Winter 7Q10 (cfs) 30Q2 (cfs) !
Permit Status: _RENEWAL MODIF7CA'RON _ -UNPERM[ITED NEW
(circle one) Toxicity Limits- IWC Ar '0Z % (circle one) Acute / hr nic
Major K Mlnor II•
Pipe No: D Instream Monitoring:
R g � Parameters DU i
De sign ,Capacity (MGD):
Domestic (% of Flow): 1 g GS
Upstream Location
Industrial (% of Flow): R)'lc 3)VA 2e�X
Downstream JG Location 2•�t Comer...
Comments: C _U._.M c�
Ate .
Effluent Summer Winter
Characteristics
RECEIVING STREAM: yx4 9' BODs (mg/1) 30 30
Class: L NH3 N (mg/0 )
Sub-Basin:
Reference USGS Qua • W (please attach) D.O. (mg/1)
�L�
TSS (mg/1) 3o 0
County: ���- .� _
IECO
Regional Office: � Fa Mo . Ra Wa Wi WS F. Col. (/100mf) (BUD
wre►e one) l./ pH (SU)
Requested By: Date: 4l2 ,N
Prepared By: G^ - OJDate:
Reviewed By: Date: !�
S� Comments: ei
` n
�v-

Request No. 3ggy Ate$
--------=------------ WASTELOAD ALLOCATION APPROVAL FORM -----------
Permit Number . NCO020664 Water Quality section
Facility Name : SPINDALE
Type of Waste . MUNICIPAL Status : EXISTING ` '� ' ,i" 1 987
Receiving Stream : HOLLANDS C¢cIEk
Stream Class . C Asheville F2giC181 Office
Subbasin : 030802 Ashcvdle, N• ,",h Cr:rci11)3
County : RUTHERFORD Drainage Area (sq mi) : 7 . 9
Regional Office : ARO Average Flow (cfs) .
Requestor : JIM REID Summer 7Q10 (cfs) : 3 . 1
Date of Request : 4/24/87 Winter 7Q10 (cfs) :
Quad : F11SE 30Q2 (cfs) :
------------------------- RECOMMENDED EFFLUENT LIMITS -------------------------
C yi3O-1 Uw 41
Wasteflow (mgd) : 4 8 09- fl L(
5-Day BOD (mg/1) : 30 30� jay
Ammonia Nitrogen (mg/1) : 17
Dissolved Oxygen (mg/1) : 6 6 .S
TSS (mg/1) : 30 30 36
Fecal Coliform (#/100ml) : 1000 1000 19do
pH (SU) : 6-9 6-9
--------------------------------- MONITORING
Upstream (Y/N) : Y Location :
Downstream (Y/N) : Y Location:
V
---------------------------------- COMMENTS ----------------------------------
INTERACTS WITH FOREST CITY AND BURLINGTON IND. LIMITS AT 8 MGD DEVELOPED
ASSUMING FOREST CITY PERMITTED AT 4 . 25 MGD AND EQUIVALENT LIMITS . SAG OCCURS
BELOW BURLINGTON. NEW DESIGN TEMPERATURE RESULTS IN SLIGHTLY RELAXED LIMITS .
TOXICITY REQUIREMENTS ATTACHED . CBOD=2 X BOD5 .
see. r.Q 41%y ape�wa �'.�». o..s "A .qp....4 �.� rn
WLA
.
Recommended by gt�14, ll Date
Reviewed by : 77TTT 1
Tech. Support Supervisor _ _ Date _
RegionaVyOjrvisor Date
Permits & Engineering - L _--_- Date 1�Lz-
RETURN TO TECHNICAL SERVICES BY JUL 0 8 1987

Facility Name SO�r-NAXe_ Permit
S TOXICITY TESTING REQUIREMENT
The effluent discharge shall at no time exhibit chronic toxicity using
test procedures outlined in:
1. ) The North Carolina Ceriodaphnia chronic effluent bioassay proce-
dure (North Carolina Chronic Bioassay Procedure - Revised *February 1987) or
subsequent versions.
The effluent concentration at which there may be no observable inhibi-
tion of reproduction or significant mortality is 67 % (defined as treatment
two in the North Carolina procedure document) - The permit holder shall
perform pl,,,� I monitoring using this procedure to establish compliance
with the rmrt ndition- The first test will be performed within thirty
days from issuance of this permit. Effluent sampling for this testing shall
be performed at the NPDES permitted final effluent discharge below all
treatment processes.
All toxicity testing results required as part of this permit condition
will be entered on the Effluent Discharge Monitoring Form (MR-1) for the
month in which it was performed, using the appropriate parameter code.
Additionally, DEM Form AT-1 (original) is to be sent to the following
address:
Attention: Technical Services Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemi-
cal/physical measurements performed in association with the toxicity tests,
as well as all dose/response data. Total residual chlorine must be measured
and reported if chlorine is employed for disinfection of the waste stream.
Should any test data from this monitoring requirement or tests per-
formed by the North Carolina Division of Environmental Management indicate '
potential impacts to the receiving stream, this permit may be re-opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited docu-
ment, such as minimum control organism survival and appropriate environmen-
tal controls, shall constitute an invalid test and will require immediate
retesting. Failure to submit suitable test results will constitute a fail-
ure of permit condition.
7Q10 ;J cfs
Permited Flow MGD Recommended by:
Basin & Sub-basin 0,17
Receiving Stream
County - Date

Facility Name _ S,Q� � Permit H NC Op 2069
TOXICITY TESTING REQUIREMENT
The effluent discharge shall at no time exhibit chronic toxicity using
test procedures outlined in:
1. ) The North Carolina Ceriodaphnia chronic effluent bioassay proce-
dure (North Carolina Chronic Bioassay Procedure - Revised *February 1987) or
subsequent versions.
The effluent concentration at which there may be no observable inhibi-
tion of reproduction or significant mortality is SO9 (defined as treatment
two in the North Carolina procedure document) . The permit holder shall
perform �..-�e� monitoring using this procedure to establish compliance
with thepenidt ndition. The first test will be performed within thirty
days from issuance of this permit. Effluent sampling for this testing shall
be performed at the NPDES permitted final effluent discharge below all
treatment processes.
All toxicity testing results required as part of this permit condition
will be entered on the Effluent Discharge Monitoring Form (MR-1) for the
month in which it was performed, using the appropriate parameter code.
Additionally, DEM Form AT-1 (original) is to be sent to the following
address:
Attention: Technical Services Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemi-
cal/physical measurements performed in association with the toxicity tests,
as well as all dose/response data. Total residual chlorine must be measured
and reported if chlorine is employed for disinfection of the waste stream.
Should any test data from this monitoring requirement or tests per-
formed by the North Carolina Division of Environmental Management indicate
potential impacts to the receiving stream, this permit may be re-opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited docu-
ment, such as minimum control organism survival and appropriate environmen-
tal controls, shall constitute an invalid test and will require immediate
retesting. Failure to submit suitable test results will constitute a fail-
ure of permit condition.
7Q10 cfs
Permited Flow $10 MGD Recommended by:
Basin & Sub-basin 030$o Z
Receiving Stream %Lk-Pe �
County 2...�..,._ Date s g7

SUMMER
---------- MODEL RESULTS ----------
Discharger : BURLINGTON INDUSTRIES
Receiving Stream : SECOND BROAD RIVER
----------------------------------------------------------------------
The End D.O . is 5 . 79 mg/l .
The End CBOD is 10 . 90 mg/l .
The End NBOD is 9 . 47 mg/l.
----------------------------------------------------------------------
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
------ --------- ------- ---- ---- -- ----------
Segment 1 5 . 02 13 . 00 5
Reach 1 60 76. 00 6 . 00 8. 00000
Reach 2 0 0 . 00 0 . 00 0 .00000
Reach 3 0 0 . 00 0 . 00 0 . 00000
Reach 4 60 76 .00 6 . 00 4 . 25000
Reach 5 78 9 . 00 6. 00 2 . 00000

Beg it i r2ach # I S2g Ma D.O. CROD t NSOD Float I
1 1 0.00 6.57 40.67 61 .00 9.30
1 1 0. 10 6.53 39.98 60.05 9 .40
1 1 0.20 6.51 39.31 59. 11 9.50
1 1 ).30 6 .50 38.66 58.20 9.60
i i C).40 6.50 38.02 57.31 9.70
1 1 0.50 6 .51 3'7.40 56.44 9.80
1 1 0.61) 6.53 36.79 55.59 9.90
1 1 0.70 6.55 36. 19 54.75 10.0C)
i. 1 C).8C) 6.57 35.61 53.94 10. 10
1 1 C).9C) 6.59 35.04 53. 1 Lh 10.20
1 1 1 .(-)r) 6.62 34.49 52.36 1.0.30
1 1 1 . 10 6.b4 33.94 51 .n' O 10.40
1 2 1 . 10 7.22 16.96 25.77 22.20
1 c 1 .2U 7 . 16 16.87 25.67 22.20
1 2 1 .30 7. 1. 1 16.77 25.57 22. 2C)
1 2 1 .40 7.06 16. 67 25.47 22.20
1 2 1 .50 7.03 16.53 25.38 22. 20
1 2 1 .60 6.99 16. 48 25.23 22. 2C)
1 2 1 .70 b.96 16.39 1215. 18 22. 20
1 2 1 ,.St:t 6.93 16.29 i9 22.20
1 2 1 .90 6.91 16.20 24.99 22.20
1 2 2.uo 6.09 16. 10 24.90 22 .20
1 i:? 2. 10 6.87 1 1).01 24.80 22 .20
1 2 2.20 6.86 15.92 24.71 22 .20
1 2 2.3C) 6.34 15.33 24.61. 22 .20
1 2 2.40 6.83 15.74 24 .52 22 .20
1 2 2.50 6.83 1.5.65 214.43 22.20
1. 2 2.6C) 6.32 15.56 24.33 22.220
1 2 2.7O 6.81. 15.47 24.24 22.20
1 2 2.SO 6.81 15.38 24 . 15 22.20
1. = 2.90 6.31. 1.5.29 24.06 22.20
1 3 2.90 7.35 7.42 11 .59 54.40
1 3 3.00 7.31 7.40 11 .53 54.47
1 3 3. 1 C) 7.27 7.37 11 .47 54.55
1 3 3.20 7.23 7.34 11 .41. 54.62
:1 3 3.30 7.20 7.31 11 .35 54.70
1 3 3.40 7. 1,6 7.29 11 . 30 54. 77
1 3 3.50 7 . 13 7 .26 11 .24 54 .0.11
1 3 3.60 7. 1.0 7.23 11 . 18 54 .92
1 3 3 .70 7.C)7 7.20 11 . 12 54 .99
1 3 .3.80 7.04 7. 18 1 1 .C),7 55.07
1 3 3 .90 7.01 7. 15 11 .01 55. 1'.].
1 3 4.C)0 6.98 7. 12 10.95 55.21
1. 3 4. 10 6.95 7. 10 1C).9C) 55.29
1 3 4.20 6.93 7.07 10.84 55. 36
1 3 4.30 6.190 7.05 i t i_7F'. 55.44
1 3 4.(1 C) 6.(3S 7.02 1.0.73 55.51.
1 3 4. 5(.-.) 6.85 6 .99 1.0.67 55.58
1 3 4.60 6.83 6.97 10.62 55.66
1 3 4.70 6.81 6.194 1 C).57 55.73
1 1 4.SO 6.79 6. 72 1(J.51 55.91
1. 3 4 .90 6).77 6.89 10.46 55.98
t)[1 5
1. � J 6. 7J 6.87 1v.4C% JJ.95
1 3 5. 10 6.73 6.84 10 .35 56.03
1 3 5.20 6."1 6.32 10.30 36. 10
1 3 5.30 6.b9 6.79 10.25 56 . 18
1 3 5.4C) 6.69 - 6.77 10. 19 56.25
1 3 5.50 6.66.) 6.74 10. 14 5c).32
1. 3 5.60 6.65 C-.).72 1 o'09 56. 40
i 3 _ .?C) 6.63 6.69 10.(-)4 56.47
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MODEL SUMMARY DATA KKK
-Discharger : SPINDALE Subbasin : 030202
Receiving Stream : CATHEYS CREED:. Stream Class: C
Summer 7010 : 3. 1 Winter 7Gl1O
Design Temperature: 23.
!LENGTH! SLOPE; VELOCITY 1 DEPTH! KI l K.I 1 K2 1 K2 1 KN ! KH ! KNR : KNR l
l mile l ft/mil fps : ft ldesignl 320' !design: 420' ldesigr�: 220' !design: 2204 1
------------'------'----------------- ----------------------------------------'------'------'-------
Segment 1 1.10: 23.50: 0.991 l 1.04 l 0.77 l 0.67 132.33 1 30.2B: 0.63 l 0.50 l 0.63 l 0.50 1
Reach 1 l l l :
-----------------------------------------------------------------------------------------------------
Segment 1 1 lAO: 11.60: 0.728 : 1.61 l 0.51 l 0.50 8.07 1 7.561 0.38 1 0.30 : 0.38 1 0.30 :
Reach 2 '1 i i 'i
-------------------'------'----------1-------------------------------------------------------------
Segment 1 1 4.901 4.00: 0.593 l 224 1 015 1 012 : 215 : 2.111 018 1 010 1 OAS 1 GAO 1
Reach 3 1 i
-----------------------------------------------------------------------------------------------------
1
Segrient 1 : 2.00: 4.001 0.647 l 171 : 0!5 1 Oil 1 2.43 1 21E OAS 1 010 l 0.38 1 010 1
Reach 4 l : 1
-----------------------------------------------------------------------------------------------------
Segment 1 1 14.001 4.00: 0.672 1 2.83 l 015 l Oil 1 2.2 l 2171 018 : 010 1 013 1 010 :
Reach 5 1 i
-----------------------------------------------------------------------------------------------------
Plow CSOD hI8O1) D.O.
cfs 1 mg/I mg/ 1 mg/1
Segment 1 Reach 1
Waste 1 12.400 6O.000 1 9O.000 1 6. 000
Headwaters : 3. 100 2 .000 : 3.000 : 7.720
Tributary 1 0.000 1 0.000 1 0.000 1 0.000
Runoff 1 1 .000 2.O00 1 3.000 7.72i
Segment 1 Reach 2
Waste 1 O.000 1 0.000 1 0.000 1 O.000
Tributary 1 11 .800 1 2.000 1 3.000 1 7.720
x Runoff 1 0.000 1 0.000 1 0.000 0.000
Segment 1 beach 3
Waste 0.000 1 0.000 1 0.000 1 0.000
j Tributary 1 32.2O0 1 2 .000 1 3.000 1 7.720
Runoff 0.740 1 2.000 1 3.000 1 7.720
Segment 1 Reach 4
Waste 6.588 1 6O.000 ! 9O .000 1 6.000
Tributary 1 0.000 1 O.000 1 0 .000 1 0.000
.K Runoff 0. 740 1 2.000 1 3.000 OO 1 7 .72C)

Segment i Reach 5
waste 3. 11) : 95.000 9.000 I 6.000
"Tributary 0.000) i .0C)0 1 0.000 , 0,000
Runoff 0.;i.1.0 l 2.000 , 3.0(-)0 1 ?.720
Runoff flow is in cfslmile

�
SUMMER
SPINDALE-8 MGD, SECONDARY
FOREST CITY -4.25 MGD , SEC.
'
-`-------- MODEL RESULTS ----------
Discharger : SPINDALE
Receiving Stream : CATH[YS CREEK
-----------------------------'----------------------------------------
The End D.O. is 5.48 mg/l .
The End CGOD is 11 .35 mg/l ^
The End NBDD is 10.96 mg/l ,
`--------------------------'-------------------------'----------------
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1 ) Milepoint Reach # (mg/ 1 ) (mg/ 1 ) (mg/1 ) (mgd )
_______ ____ ____ __ __________
Segment 1 4"65 13,20 5
Reach 1 60 90.00 6.00 8.00000
Reach 2 0 0.00 0.00 0.00000
Reach 3 0 0.00 0.00 0.00000
Reach i 60 90"00 6.00 4^25000
Reach 5 95 9^00 6.00 2.00000

MODEL SUMMARY DATA #
'Discharger- : SP'1NDALE Subbasin 03030E
Receiving Stream : CATHEYS CREEK Stream Class: C
Summer 7010 : 3. 1 Winter- 7 010
Design Temperature: 23.
:LENBTM SLOPE: VELOCITY : BEPTW Ki I K1 : K2 1 K2 : KN : KN 1 KNR ! KNR 1
: mile : ft/ni: fps 1 ft !design: 820' !design: 2201 :design! 0201 :design: 8204 :
-----------------------------------------------------------------------------------------------------
:Segment 1 : 1,10: 23.50: 0.687 : 0.98 : 0.77 : 0.67 :31.03 1 29.07: 0.63 1 0.50 : 0.63 : 0.50 :
Reach 1
:
-----------------------------------------------------------------------------------------------------
: :
Segment I ! 1.801 11.801 0.605 : 1.56 : 0.57 : 0,50 : 9.9i : 9,28: 0AS 1 0.30 : 0.38 : 0.30 1
Reach 2 1 :
-----------------------------------------------------------------------------------------------------
i i
I I I
Segment 1 ; 4.90: 4.00: 0.553 : 210 : 015 : 012 : 2.08 : 1.951 0.38 1 0.30 : 0.38 : O X :
Reach 3 1I :
-----------------------------------------------------------------------------------------------------
I i i I
Segment 1 2.00: 4.00: 0.583 12.67 1 0.25 : 0.21 : 2.19 : 2.051 0.38 I 0.30 10.38 : 0.30 :
Reach 4 : : i
-----------------------------------------------------------------------------------------------------
: i i 1 i :
Segment 1 1 14,001 4.001 0.613 1 208 : 015 : 0.21 : 210 1 EIE OAS 1 010 1 008 : 0.30 1
Reach 5 : i : :
-----------------------------------------------------------------------------------------------------
1 Flow : CBOD 1 NBOD D.O. I
cfs mgil mgll mg/l
Segment i. Reach .I
Waste : 6.2O0 , 6O.000 : 90.000 1 6.O0f)
.3. 100 , 2 .000 1 3.O00 1 7.720
Tributary 1 0.000 1 0.000 1 0.000 1 0.00o
* Runoff 1 1 .000 1 2.O00 , 3.000 , 7.7'20
Segment. i. Reach 2
Waste O.000 1 0.000 I 0.000 1 0 .00O
Tributary 1 1. 1 .300 1 2.000 1 3.000 1 7.720
Runoff 0.00O 1 O.000 : O.000 0.O0C)
Segment 1 Reach 3
Waste 0.000 1 0.000 I 0.00O O.00ia
Tributary 1 32.200 1 2.000 I 3.000 : 7.720
_- Runoff 1 0.74O , 2.O00 , 3.000 1 7.720
Segment 1 Reach 4
Waste 1 3.488 1 60..000 1 7O.000 1 6.O00
Tributary , 0.000 , 0.000 , 0.00O 1 0,000
Runoff 1 0.740 1 2.000 1 3.O00 1 7.720

I�egme'ilt 1 Reach S
Waste 3. 100 t 95.ouO p 9.000 1 6.000
Tributary 1 0.000 i).i)i)ii 1 0.000 1 O.Ui n
Runoff 0 .740 2.Oi>0 1 3.0rr0 1 7.720
RUnGff flow is in cfs/mile

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5 12.40 5. 73 11 .45 10. 54 68.76
1 5 12.50 5.73 11 .42 10.50 68.83
1 5 12,60 5^73 11 .38 10.45 68.91
1 5 12.70 5.73 11 , 34 10.40 68.98
. 1 5 12.8O 5. 73 11 . 3() 10.35 69.05
1 5 12.90 5.74 11 ^26 10.31 69. 13
' 1 5 13^03 5. 74 11 .23 10. 26 69.20
1 5 13. 10 5.74 M19 10.21 69^28
1 5 12.20 5. 74 11 . 15 10. 17 69.35
1 5 13. 30 5.74 11 " 12 10. 12 69.42
1 5 13.40 5.74 11 .08 10.08 69.50
1 '5 13.50 5.75 11 .04 10.03 69.57
1 5 13,60 5.75 11 .01 9.99 69.65
1 5 13.70 5. 75 10. 97 9 .94 69.72
1 5 13.80 5.75 10.?3 9,90 69.79
1 5 13. 90 5.76 10.90 9.85 69.87
1 5 14.00 5.76 10.86 9.81 69.94
1 5 14. 10 5.76 10.82 9.76 70.02
1 5 14^20 5.77 10. 79 9.72 70.09
1 5 14 . 30 5.77 10.75 9.68 70. 16
1 5 14"40 5.77 10.72 9.63 70.24
1 5 14.50 5.78 10.68 9.59 70.31
1 5 14 . 60 5.78 10.65 9.55 70.39
1 5 14. 70 5 . 79 10.61 9 .5S 70. 46
1 5 14" 80 5. 79 10.58 9.46 70.53
1 5 14' 90 5.80 10^54 9.42 70. 61
1 5 15.00 5.50 10.51 9.38 70.68
1 5 15. 10 5.81 10.47 9.34 70.76
1 5 15.20 5"81 10. 44 9.29 70.83
1 5 15.30 5.B2 10.40 9.25 70.90
1 5 15.40 5.82 10. 37 9.21 70.98
1 5 15.50 5 ^83 10.34 9. 17 71 .05
1 5 15, 60 5,83 10. 30 9. 13 71 . 13
1 5 15, 70 5 .84 10.27 9 .09 71 . 20
1 5 15.80 5.84 10.23 9.05 71 .27
1 5 15. 90 5.85 10. 20 9.01 71 . 35
1 5 16.00 5.85 10. 17 8.97 71 .42
1 5 16. 10 5.86 10. 13 8.93 71 ,50
1 5 16 . 20 5. 87 10. 10 8.99 71 .57
1 5 16. 30 5 . 87 10.07 8.85 71 .64
1 5 16 . 40 5 .88 10.04 8.81 71 .72
1 5 16. 50 5 .88 10.00 8.77 71 .79
l 5 16.60 5.89 9,97 8. 73 71 .87
1 5 16. 70 5 . 90 9.94 8. 69 71 . 94
1 5 16. 80 5.90 9.90 8. 65 72.01
l 5 16. 90 ' 5 . 91 9.87 8.62 72.09
1 5 17.00 5.92 9.84 8.58 72. 16
1 5 17. 10 5.92 9.81 8.54 72. 24
1 5 17.20 5^ 93 9 . 78 8.50 72.31
1 5 17^30 5.94 9.74 8.46 72. 38
1 5 17. 40 5 .94 9. 71 8.43 72.46
1 5 17.50 5. 95 9 .68 8,39 72.53
1 5 17.60 5.96 9,65 9.35 72.61
1 5 17^ 70 5.96 9.62 8.32 72.68
1 5 17.80 5`97 9.59 8^28 72.75
1 5 17.90 5.98 9.56 8.24 72.83
1 5 18.00 5 .99 9. 52 8.21 72.90
1 5 18. 10 5.97 9 .49 8. 17 72.98
1 5 18. 20 6.00 9. 46 8. 13 73.05
1 5 18.30 6 .01 9.43 8. 10 73. 12
1 5 18.40 6.01 9.40 8.06 73^20
1 5 18.50 6.02 9.37 8.03 73.27
1 5 18.60 6.03 9.34 7.99 73.35
1 5 18.70 6 .04 9.31 7.96 73A2
1 5 18.80 6 .04 ��.28 7.72 73.49
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*a # MODEL SUMMARY DATA
Discharger : SPINDALE Subbasin 030802
Receiving Stream : HOLLANDS CREEk.: Stream Class: C
Summer 701O . 3. 1 Winter 701O
Design Temperature: 23.
:LENGTH: SLOPE: VELOCITY 1 DEPTH! K1 1 K1 1 K2 1 K2 : KN : KN : KNR 1 KNR
: mile : ft/mil fps , ft !design: 020' !design! 2201 !design! 1201 :design: 320' :
-----------------------------------------------------------------------------------------------------
:
Segment 1 : 1.10: 23.501 0.687 1 0.98 : 0.77 ' 0.67 :31.03 1 29.07: 0.63 : 0.50 : 0.63 1 0.50 1
Reach 1 : : i i : I :
-----------------------------------------------------------------------------------------------------
Segment 1 : 0.80: 11.801 0.605 : 106 : OK 1 000 1 9.91 1 9,28: 0.38 ! 0.30 1 018 1 0.30 :
Reach 2 : :
-----------------------------------------------------------------------------------------------------
Segment 1 : 4.901 4.001 0.553 : 160 1 015 : 012 : 218 : INS C38 : 130 : 0.38 1 0.30 :
Reach 3 : : : : I :
-----------------------------------------------------------------------------------------------------
: : I 1 : : :
Segment I : 2.00! 4.001 0.593 1 207 1 015 1 0.21 1 2.0 : LOT 018 : 130 : M 38 1 0.30 :
Reach 4 1 : , „ 1 : ,
-----------------------------------------------------------------------------------------------------
Segment : 14.001 4.00: 0.613 1 2.78 1 0.25 : 0.21 : 2.30 : 2.161 0.39 : 0.30 : 0.38 : 0.30 :
Reach 5 : i :
-----------------------------------------------------------------------------------------------------
Flow 1 CDOD NBOD D.O.
cfs 1 mg/1 : mg/1 : mg/1 :
Segment 1 Reach 1
Waste 6.2O0 1 60.000 1 90.000 1 6.000
Headwaters : 3. 100 , 2;000 1 3.000 1 7.720
Tributary 1 O.O00 , O.O00 : 0.000 1 0.000
* Runoff 1 1 .000 , 2.000 , 3.000 , 7. 720
Segment 1 Reach 2
Waste 1 0.000 , O.000 : O.000 1 O.O00
Tributary , 11 .800 1 2.000 , 3.000 , 7.720
* Runoff 1 0.00O , 0.O00 , 0.00O 1 0.000
Segment i Reach 3
Waste 1 0.000 , 0.00O , O.O00 1 0.000
Tributary 1 32.200 , 2 .000 1 3.000 1 7.720
Runoff 1 0.740 , 2.000 1 3 .000 , 7.72o
Segment 1 Reach 4[
Waste 1 3.488 1 60.O00 1 9O.000 , 6. 000
Tributary , 0.000 1 0.000 , 0.000 1 0.000
Runoff 1 0.740 1 2.O00 1 3.000 1 7.720

Segment 1 Reach S
waste i 3. 100 : 95.000 1 9.f)f.�C1 i 6.00C)
Tributary 0.000 I 0.000 I 0.000 I 0.0ti0
Runoff 0.740 I 2.000 1 3.00() 7.720
Runofi' f.'LOW is in %f>irnia.e