NC0024210_Wasteload Allocation_19870403

:Y
w
0
Facility Name:
NPDEES WASTE LOAD ALLOCATION
o-� h(:qa Po; n _F
Date
Existing (9
Proposed O
Ib.:
Z.
,,/
/ c AD Zr{Z 10 Pipe No.:�] 0 6 l
/1 r
County: V u.lT� rd
Design Capacity
(MGD) : ((aD
Industrial (% of
Flow) : 17 /'D Lomestic
(% of Flow) : g 3 �? c.
Receiving Stream: _ jQ,t�(1i m j
C4A0_k- class: C.. Sub -Basin:
a 3-0 6 - 0 g
Reference USGS Quad: t�i AJw
(Please attach)
Requestor: L',$q CAa
Regional Office kg�en 0
(Guideline
limit�tlons, if
applicable, are
to be listed on the back of this form.)
Design Temp.: ,`Z j Drainage Area (mi2): /6 Avg. Streamf low (cfs): /
7Q10 (cfs) Winter 7Q10 (cfs) ,2 •(_ 30Q2 (cfs)
Location of D.O. minimum (miles below outfall): 5.0 8 Slope (fpm) %
Velocity (fps): O . `� % K (bae, N, per day) ' .0 ' ko K (base e , oer day) : G . G G
1 sez. {--
JVMAIGP 1 c'� C �I fc c,�or �l•ztE.'
Effluent
Characteristics
Monthly
Average
z'L�y
c mugnt
BCD S
.
L
L
W
L
SS
30 qlz—
G1,4�oem
I000
• U.
Effluent
Characteristics
nt 1
Lverage
Gaff"ents
v 0s-
/0 Af —
/ (p lwqlL
-A)
/4-
% r
3)0
s
7-5 5
-Fel p!
00
S•u.
fcatioComments:
i 'o�fi n no �oXicTte;tc54 /G vrPC//Ylt /� Q
ion �feLo.�wl �l vyJprJrTv! 4- Gvf%pe!' G d 100'G
By: Reviewed By: r Date: 2 �'�

For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent Monthly Maximum Daily
Characteristics Average Average Comments
Spa
Type of Product Produced I Lbs/Day Produced I Effluent Guideline Reference

Eastside High Point - Permit# NCO024210 - WLA# 2894
Additional Limits (Summer and Winter)
Constituent Monthly Average
Total Chromium 50 ug/I
Cadmium
Lead
Nickel
2 ug/1
25 ug/l
50 ug/I

h
-------------------- WASTELOAD ALLOCATION APPROVAL. FORM
Facility Name
: EASTSIDE HIGH POINT
Type of Waste
: 17% INDUSTRIAL.
83% DOMESTIC
Status
: EXISTING
Receiving Stream
: RICHLAND CREEK:
Stream Class
C
Subbasin
030608
County
GUIL.FORD
Drainage Area
(sq mi)
Regional Office
: WINSTON-SALEM
Summer 7Q10
(cfs)
Requestor-
: D. OVERCASH
Winter 7010
(cfs)
Date of Request
: 2-17-86
Average Flow
(cfs)
Quad
: D-19-SW
30Q2
(cfs)
--- RECOMMENDED EFFLUENT LIMITS
SUMMER WINTER
Wasteflow
(mgd):
16
16
5-Day BOD
(mg/1):
5
10
Ammonia Nitrogen
(mg/1):
2
4
Dissolved Oxygen
(mg/l):
6
5
TSS
(mg/1):
30
30
Fecal Colifor m (#/100ml):
1000
1000
pH
(SU):
6-9
6-9
*Other Limits Attached
---- MONITORING
Request No. :2894
------------------
16.
1.
2.6
15
Upstream (Y/N): Y Location: 100 FT. UPSTREAM OF OUTFALL.
Downstream (Y/N): Y Location: IMMEDIATELY ABOVE FREEMAN MILL DAM
IMMEDIATELY ABOVE COLTRANE MILL DAM
---------------------------------- COMMENTS -----------------------
TOXICITY TESTING REQUIREMENT ATTACHED.
RECOMMEND FACILITY MONITOR FOR ZINC AND COPPER.
Recommended by
Reviewed by:
Tech. Support Supervisor
V S.%` Regional Supervisor
IV� Permits & Engineering
Water Quality Section Cho
Date 031101 - F7
Date -3 , 3 24
Date J )Jr?
Date���
Date 3 4/0

~
�
~- _- - -- '
davtic�
4x-
-tadz� -
C6")
t) o.-Q Lo-
'------------- ----------------------------'-'-----
-T(m , 4 tt-

. "
.
. .
.
.
.
SUMMER
----------
MODEL RESULTS -------�--
Discharger
: EAST8IDE
HIGH POINT
Receiving Stream o
------------------~-----------------------~------------------------------
RICHLAND
CREEK
'
The End
D.O.
is 5.72
mg/l.
The End
CBOD
is 8.12
mg/l.
The End
NBOD
is 0.00
mg/l.
WLA
WLA
WLA
DO Min
OBOD
NBOD
DO
Waste Flow
(mg/1)
Milepoint
Reach #
(mg/l)
(mg/l)
(mg/1)
(mg(j)
----------
8egment
1
5.93
1.35
5
----
--
Reach
1
17
0.00
6.00
16.00000
Reach
2
0
0.00
0.00
0.00000
Reach
3
0
0.00
0.00
0.00000
Reach
4
0
0.00
0.00
0.00000
Reach
5
0
0.00
0.00
0.00000
Segment
2
5.04
3.74
6
Reach
1
0
0.00
0.00
0.00O0O
Reach
2
0
0.00
0.00
0.00000
Reach
3
0
0.00
0.00
0.00000
Reach
4
O
0.00
0.00
0.00000 -
Reach
5
0
0.00
0.00
0.00000
Reach
6
0
0.00
0.00
0.00000
Segment 3 5.04 0.00 1
Reach 1 0

*•** MODEL SUMMARY DA'CA #•**
Discharger
FReceivivig Stream c
Summer 7010
Design Temperature
FASTS I DE HIGH POINT' Subbas i n : { i:30608
R I CHLAND CREEK:' Stream Class: C
1. Winter 7Q10 : 2.6
25.
!LENGTH! SLOPE! VELOCITY 1 DEPTH! K1 1 K1 1 K2 1 K2 1 KH 1 KR 1 KNR 1 KNR 1
1 mile 1 ftlmil fps 1 ft Wesignl 8201 Wesignl 8201 Wesignl 8201 Wesignl 2204 1
-----------------------------------------------------------------------------------------------------
I , , , , , , , I , , , ,
I 1 I 1 1 , I I 1 1 I I I
Segment 1 1 0.651 7.001 0.970 1 0.62 1 0.80 1 0.64 1 6.66 1 5.981 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Segment 1 1 0.251 7.001 0.490 1 1.24 1 0.53 1 0.42 1 3.37 1 3.021 0.00 1 0.00 1 0.00 1 0.00 1
Reach 2 1 1 1 1 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
,
Segment 1 1 0.251 7.001 0.330 1 1.70 1 0.49 1 0.39 1 2.27 1 2.031 0.00 1 0.00 1 0.00 1 0.00 1
Reach 3 1 1 1 1 1 1 1 1 1 1 1 1 1
, { t , { , 11 , 1 I 1 , 1 1
Segment 1 1 0.251 7.001 0.120 1 2.17 1 0.46 1 0.37 1 1.24 1 1.111 0.00 1 0.00 1 0.00 1 0.00 1
Reach 4 1
1 1 , 1 , 1 , 1 1 , ,
, { 1 1 , , 1 1 1 1 1 I 1
Sequent 1 0.031 7.001 0.100 1 2.40 1 0.45 1 0.36 1 0.69 1 0.621 0.00 1 0.00 1 0.00 1 0.00 1
Reach 5 1 1 1 1 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
,
Segment 2 1 0.451 22.221 0.080 1 1.20 1 0.78 1 0.62 119.19 1 17.211 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 i - 1 1 1 1 1 11 1 1 1 1
Segment 2 1 1.401 2.941 0.490 1 1.20 1 0.50 1 0.39 1 1.41 1 1.271 0.00 1 0.00 1 0.00 1 0.00 1
Reach 2 1 1 1 1 1 1 1 1 1 1 1 1 1
Segment 2 1 0.501 2.941 0.450 1 1.33 0.49 1 0.39 1 1.30 1 1.161 0.00 1 0.00 1 0.00 1 0.00 1
Reach 3 1 1 1 1 1 1 1 1 1 1 1 1 1
Segment 2 1 0.501 2.941 0.350 1 1.78 1 0.47 1 0.37 1 1.01 1 0.911 0.00 1 0.00 1 0.00 1 0.00 1
Reach 4 1 1 1 1 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
Segment 2 1 0.501 2.941 0.250 1 2.33 1 0.46 1 0.36 1 0.72 1 0.651 0.00 1 0.00 1 0.00 1 0.00 1
Reach 5 1 1 1 1 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
1
1 { 1 t 1 1 I 1 I 1 1 I 1
Segment 2 1 0.501 2.941 0.150 1 2.78 1 0.45 1 0.36 1 0.45 1 0.391 0.00 1 0.00 1 0.00 1 0.00 1
Reach 6 1 11 1 1 1 1 1 1 1 1 1
Segment 3 1 1.351 6.061 0.470 1 1.31 1 0.52 1 0.41 1 2.79 1 2.511 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 1 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------

cfs 1 mg/l 1 mg/l mg/l
Segment :I. Reach 1
Waste 1 24.900 17. 000 1 0. 000 1 6.000
Headwaters! 1 . 000 2. 000 0 „ C)C)() 7.560
Tributary 1 0.000 0.000 1 0.000 1 0.000
*• Runo f f 1 0 „ 000 0. 000 C) . 0 C)0 0. 000
Segment 1 Reach 2 t �t 1
Waste 1 0.0001 o . (.aOO 1 o.000 1 o.000
Tributary 1 4.400 1 2. 000 1 0.000 1 [7.560
* Runoff 1 (..) . (.. o (.) 1 0. 000 { 0.000 , (») . 000
Segment I Reach 3
Waste 1 C) . 000 i 0. U ()C) 1 (_) . 000 1 0. 0() (_)
Tri.bUtar y 1 0.000 1 0.0(.)o 1 C).000 1 0. 000
* Runoff i 0. (_)00 i 0. 000 1 0. 000 i 0 . 0C)V
Segment 1 Reach 4
Waste 1 0.000 1 0.000 1 (). (:)oo 1 0.000
Tr" i. b(..(tary 1 0. (::)00 1 0. 000 1 (;) . 0 0() 1 0. 000
* Runoff 1 0. 000 i 0.000 i 0.000 Is 0.000
0
Segment 1 Reach 5
Waste 1 0.000 1 0. 000 1 0. t')C)o 1 ().0()(--)
Tributary 1 0. 000 i 0. 000 1 0. 000 1 0. 000
* Runoff 1 0.000 1 o.000 1 0. 000 1 0.000
Segment 2 Reach 1
Waste 11
0.000 1
0.000 i
0 .0(.)(.) i
o . C)OO
Headwaters!
0. 000 1
0. 000 1
0 . 0 0C-) 1
0. 000
Tributary 1
() . 000 1
0.000 1
0.0(-)O 1
0. 000
* Runoff 1
0. 400 1
2. 000 1
0. 000 1
7.56(:)
Segment 2 Reach 2
Waste i 0.000 i
Tributary 1 0. 000 1
* Runoff 1 0.400 1
0.000 0.000 0.000
2.000 1 0.000 1 7.560
Segment 2 Reach 3
Waste 1 0.0(_)0 1 0.000 1 0.000 1 (.).0UU
Tributary 1 0. 000 1 u. C) 0 0 1 0. 000 1 0„ 000
* Runoff 1 0.400 1 2.000 1 0.000 0 1 7.560
Segment 2 Reach 4
Waste 1 O . oC)O 1 0.000 1 0. o(j(_) 1 0.000
Tributary 1 0. 000 1 0. 000 1 0.000 1 0. 000
* Runoff 1 0.400 1 2.000 1 0.000 1 7.560
Segment 2 Reach 5
Waste 11 o.000 i 0.000 i () . 000 1 0. o0o
Tr i b u t a r y 1 0. 000 1 (.) . 000 0 1 0.0 000 1 0. 000
* Runoff 1 (.) . 40(.) 1 2.000 1 0.000 1 7.560
Sc- nmcz-rtif: P Rr-Arht f,

Waste
1
0. ()C)O
000
i 0. O#.fo 1
0 .. OoO
Tr i bi.ttary
1
0 . C)00
1
0.000
1 0. 000 1
0.000
.
'• . ' ' ' , ' Runoff
1
0.400
1
2 . 000
1 0.. 000 1
7. 560
Segment 3
Reach 1
Waste
1
0.000
1
0.000
1 0.000 1
0. 0#.>#_)
Headwaters!
0.. 0C+�i 0
1
0.000
i 0 . �.? #.. 0 i
0 ,. 00 E;;}
Tributary
1
0.000
1
0. t h.�0C)
0.000
i 0. 0#..f0 1
o.000
* Runoff
1
0. 074
1
2. #.r#. 0
1 0. 000 1
7.560
* Runoff flaw is in cfs/mile

^
| Seg # |
Reach # |
Seg Mi |
D.O. |
CBOD
| NBOD |
Flow
1
1
0"00
6"06
16,42
0,00
25^80
1
1
0^06
6"07
16"37
0"00
25.80
1
1
0.12
6"08
16"32
0^00
25.80
1
1
0"18
6"09
16°27
0"00
25.80
1
1
0,24
6"10
16,22
0^00
25"80
�
1
0"30
6"10
16"17
0.00
25.80
1
1
0,36
6"11
16.12
0"00
25.80
1
1
0.42
6^12
16.07
0"00
25.80
1
1
0"48
6"13
16"02
0°00
25.80
1
1
0°54
6"14
15.98
0°00
25"80
1
1
0"60
6"15
15"93
0.00
25"80
1
P
0.600
6"35
13"90
0"00
30"20
1
2
0,62
6°35
13,88
0.00
30"20
1
2
0.64
6.35
13^86
0"00
30"20
1
2
0.66
6"35
13.84
0^00
30^20
1
2
0°68
6.35
13.82
0"00
30.20
1
2
0"70
6^35
13°81
0"00
30,20
1
2
0"72
6"35
13°79
0.00
30"20
1
2
0"74
6^34
13,77
0"00
30^20
1
2
0"76
6"34
13.75
0"00
30"20
1
2
0.78
6"34
13.73
0,00
30"20
1
2
0.80
6.34
13.71
0"00
30.20
1
2
0°82
6^34
13.70
0"00
30"20
1
2
0"84
6°34
13"68
0°00
30"20
1
3
0"84
6°34
13"68
0.00
30°20
1
3
0~86
6.33
13"65
0.00
30^20
1
3
0.88
6"33
13"63
0"00
30^20
1
3
0"90
6.32
13"60
0"00
30.20
1
3
0.92
6"31
13"58
0"00
30"20
1
3
0.94
6"30
13"56
0"00
30.20
1
3
0^96
6^30
13.53
0"00
30,20
1
3
0.98
6"29
13.51
0^00
30.20
1
3
1.00
6"28
13,48
0"00
30,20
1
3
1"02
6.28
13"46
0"00
30"20
1
3
1"04
6"27
13"43
0"00
30,20
1
3
1"06
6.27
13.41
0"00
30"90
1
3
1"08
6"26
13"39
0"00
30^20
1
4
1.08
6.26
13,39
0"00
30°20
1
4
1,10
6°24
13,34
0.00
30^20
1
4
1.12
6"21
13.30
0"00
30^20
1
4
1"14
6,19
13"26
0,00
30"20
1
4
1"16
6.17
13.22
0"00
30"20
1
4
1~18
6"14
13"18
0°00
30^20
1
4
1.20
6"12
13"14
0°00
30"20
1
4
1"22
6"10
13.10
0.00
30°20
1
4
1.24
6.08
13"06
0"00
30,20
1
4
1^26
6"06
13"02
0°00
30"20
1
4
1"28
6"04
12°97
0"00
30"20
1
4
1.30
6.02
12.93
0.00
30.20
1
4
1.32
6.00
12"89
O°OO
30.20
1
5
1.32
6"00
12°89
0°00
30,20
1
5
1°32
5"99
12.89
0°00
30.20
1
5
1^32
5^99
12"88
0,00
30"20
1
5
1.33
5.98
12.87
0°00
30.20
1
5
1.33
5^98
12"87
0.00
30^20
1
5
1^33
5^97
12"86
0^00
30"20
1
5
1.33
5"97
12~85
0,00
30.20
1
5
1"33
5"96
12.84
0"00
30.20
1
5
1,34
5~96
12.84
0,00
30"20
1
5
1.34
5.95
12"83
0°00
30"20
1
5
1"34
5°95
12.82
0"00
30.20
1
%
1.14
5'94
IP'RP
0'00
30'2U

1
1^
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
p
5
1.34
5.94
12.81
0.00
30.20
5'
1.35
5.93
12.8O
0.00
30.20
5 '
1.35
5.93^
12.79
0.00
30.20
1
0�00
5.93
12.79
0.00
30.20
1
0.04
6.03
12.76
0.00
30.22
1
0.08
6.13
12.73
0.00
30.23
1
0.12
6.22
12.69
0.00
30.25
1
0.16
6-.30
12.66
0.00
30.26
1
0.20
6.39
12.63
0.00
30.28
1
0.24
6.47
12.60
0.00
30.30
1
0.28
6.54
12.56
0.00
30.31
1
0.82
6.61
12.53
0.00
30.33
1
0.36
6.68
12.50
0.00
30.34
1
0.40
6.74
12.46
0.00
30.36
1
0.44
6.88
12.43
0.00
30.38
2
0.44
-4;-.80
12.43
0.00
30.38
2
0.54
6.75
12.34
0.00
30.42
2
0.64
6.71
12.25
0.00
30"46
2
0.74
6.66
12.16
0.00
30.50
2
0.84
6.62
12.07
0.00
30.54
a
0.94
6.58
11.99
0.00
80.58
2
1.04
6.54
11.90
0.00
3(}.62
2
1.14
6.50
11.81
0.00
30.66
2
1.24
6.46
11.73
0.00
30.70
2
1.34
6.43
11.64
0.00
30.74
2
1.44
6.39
11.56
0.00
30.78
2
1.54
6.36
11.47
0.00
30.82
2
1.64
6.82
11.39
0.00
30.86
2
1.74
6.29
11.31
0.00
30.90
3
1.74
6.29
11.31
0.00
30.90
3
1.79
6.27
11.27
0.00
30.92
3
1.84
6.26
11.22
0.00
30.94
3
1.89
6.24
11.18
0.00
30.96
3
1.94
6.22
11.14
0.00
30.98
3
1.99
6.21
11.09
0.00
31.00
8
2.04
6.19
11.05
0.00
31.02
3
2.09
6.17
11.01
0.00
31.04
3
2.14
6.16
10.97
0.00
31.06
3
2.19
6.14
10.93
0.00
21.08
3
2.24
6.13
10.88
0.00
31.10
4
2.24
6.13
10.88
0.00
31.10
4
2.29
6.10
10.83
0.00
31.12
4
2.34
6.08
10.7e
0.00
31.14
4
2.39
6.06
10.73
0.00
31.16
4
2.44
6.04
10.68
0.00
31.18
4
2.49
6.01
10.64
0.00
31.20
4
2.54
5.99
10.59
0.00
31.22
4
2.59
5.97
10.54
0.00
31.24
4
2.64
5.95
10.49
0.00
31.26
4
2.69
5.93
10.44
0.00
81.28
4
2.74
5.91
10.39
0.00
31.30
5
2.74
5.91
10.39
0.00
31.30
5
2.79
5.88
10.33
0.00
31.32
5
2.84
5.84 `
10.27
0.00
31.34
5
2.89
5:81
10.21
0.00
31.36
5
2.94
5.78
10.14
0.00
31.38
5
2.99
5.75
10.08
0.00
31.40
5
3.04
5.72
10.02
0.00
31.42
5
8.09
5.68
9.96
0.00
81.44
5
3.14
5.65
9.90
0.00
31.46
5
3.19
5.63
9.84
0.00
31.48
5
3.24
5.60
9.78
0.00
31.50
6
3.24
5.60
9.78
0.00
31.50
6
3.29
5.54
9.69
0.00
31.52
6
3.34
5.48
9.59
0.00
31.54
In
8.39
5.42
9.50
0.00
31.56

6
8.44
5.36
9.41
0.00
31.58
6' '
3.49
5.30
9.32
0.00
31.60
6 °
3.54
5.25
9.23
0.00
31.62
2
6
3 ^ 59
5 20
^
^
9 14
0 00
^
31 ^ 64
' 2
6
3.64
5.14
9.06
0.00
31.66
2
6
3.69
5.09
8.97
0.00
31.68
2
6
3.74-
5.04
8.88
0.00
31.70
8
1
0.00
5.04
8.88
0.0(
31.70
3
1
0.10
5.11
8.82
0.00
31.70
8
1
0.20
5.17
8.76
0.00
31.71
3
1
0.30
5"23
8.70
0.00
31.72
3
1
0.40
5.28
8.64
0.00
31.78
3
1
0.5
5"34
8.58
0.00
31.73
3
1
0.60
5.89
8.52
0.00
31.74
3
1
0.70
5.44
8.46
0.00
31"75
3
1
0.80
5.49
8"41
0.00
31.76
3
1
0.90
5.54
8.35
0.00
31.76
3
1
1.00
5.59
8.29
0.00
31"77
3
1
1.10
5.63
8.23
0.00
31.7E]
3
1
1.20
5.68
8.18
0.00
31.78
. 3
1
1.30
5.72
8.12
0.00
31.79
| Seg #
| Reach # |
Seg Mi |
D.O.
| CB8D i
NBOD 1
Flow \

WINTER
---------- MODEL RESULTS ----------
Discharger : EA8TGIDE HIGH POINT
Receiving Stream : RICHLAND CREEK
The End D.O. is 6.06 mg/1.
The End CBOD is 17.08 mg/l.
The End NBOD is 0.00 mg/l.
----------------------------------------------------------------------
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1)
Mile,point
Reach #
(mg/1)
(mg/l)
(mg/l>
(mgd)
Segment
1
5.40
0.00
1
Reach
1
34
0.00
5.00
16.00000
Reach
2
0
0.00
0.00
0.00000
Reach
8
0
0.00
0.00
0.00000
Reach
4
0
0.00
0.00
0.00000
Reach
5
0
0.00
0.00
0.00000
Segment
2
5.31
3.74
6
Reach
1
0
0.00
0.00
0.01000O
Reach
2
0
0.00
0.00
0.00000
Reach
3
0
0.00
0.00
0.00000
Reach
4
0
0.00
0.00
0.00000
Reach
5
0
0.00
0.00
0.00000
Reach
6
0
0.00
0.00
0.00000
Segment
3
5.31
0.00
1
Reach
1
0
0.00
0.00
0.00000

f
*** MODEL SUMMARY DATA *.*.X.
Discharger
Receiving Stream
Summer 7010
Design Temperature:
FASTSIDE HIGH POINT Subbasin : 03t 608
R I C:HLAND CREEK Stream
-!t r eam Class: : C
1. W!Q1 Winter 0 w 2.6
15.
UNGTHI SLOPE! VELOCITY 1 DEPTH! Ki 1 K1 1 K2 i K2 1 KN 1 KN 1 KNR 1 KNR 1
1 mile 1 ftlmil fps 1 ft Nesignl 3201 Wesignl 8201 Wesignl 2201 Wesignl 320° 1
-----------------------------------------------------------------------------------------------------
1 1 ► ► ► 1 1 { 1 ► ► 1 1
Segment 1 1 0.651 7.001 0.970 1 0.62 1 0.80 1 0.49 1 6.66 1 4.191 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 1 1 1 i i i i 1 i 1
-----------------------------------------------------------------------------------------------------
1 1 1 1 ► 1 1 1 ► 1 { 1 {
Segment 1 1 0.251 7.001 0.490 1 1.24 1 0.53 1 0.42 1 3.37 1 3.021 0.00 1 0.00 1 0.00 1 0.00 1
Reach 2 1 i 1 1 1 1 1 i 1 1 i 1 1
-----------------------------------------------------------------------------------------------------
, 1 1 ► 1 1 1 1 1 ► ► 1 1
Segment 1 1 0.251 7.001 0.330 1 1.70 1 0.49 1 0.39 1 2.27 1 2.031 0.00 1 0.00 1 0.00 1 0.00 1
Reach 3 1 1 i i i 1 i i 1 1 i
1 1 1 1 1 1 { 1 1 1 1 1 1
Segment 1 1 0.251 7.001 0.180 1 2.17 1 0.46 1 0.36 1 1.24 1 1.111 0.00 1 0.00 1 0.00 1 0.00 1
Reach 4 1 1 i 1 i i 1 1 1 i i 1
-----------------------------------------------------------------------------------------------------
,
Segment 1 1 0.031 7.001 0.100 1 2.40 1 0.45 1 0.36 1 0.69 1 0.621 0.00 1 0.00 1 0.00 1 0.00 1
Reach 5 1 1 1 1 1 1 1 1 1 It 1 1 1
-----------------------------------------------------------------------------------------------------
Segment 2 1 0.451 22.221 0.880 1 1.20 1 0.78 1 0.62 119.19 1 17.211 0.00 1 0.00 1 0.00 1'0.00 1
Reach 1 1 1 1 1 i i i 1 i 1 1 1 1
1 1 ► 1 1 { ► ► 1 ► { 1 ►
Segment 2 1 1.401 2.941 0.490 1 1.20 1 0.50 1 0.40 1 1.41 1 1.271 0.00 1 0.00 1 0.00 1 0.00 1
Reach 2 1 1 i i i 1 1 1 1 i 1 1 i
-----------------------------------------------------------------------------------------------------
I , , I 1 , , , i 1 1 , ,
I I I I { I 1 1 { I 1 1 1
Segment 2 1 0.501 2.941 0.450 1 1.33 1 0.49 1 0.39 1 1.30 1 1.161 0.00 1 0.00 1 0.00 1 0.00 1
Reach 3 11 Is 11 Is i i 11 1 Is Is 1 i 11
-----------------------------------------------------------------------------------------------------
1 1 ► 1 1 { 1 ► 1 i ► 1 1
Segment 2 1 0.501 2.941 0.350 1 1.78 1 0.47 1 0.37 1 1.01 1 0.911 0.00 1 0.00 1 0.00 1 0.00 1
Reach 4 1 i 1 1 i 1 i 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
1 1 ► 1 1 1 t ► ► 1 ► { 1
Segment 2 1 0.501 2.94► 0.250 1 2.33 1 0.46 1 0.36 1 0.72 1 0.651 0.00 1 0.00 1 0.00 1 0.00 1
Reach 5 1 1 1 1 1 1 1 i i 1 i i Is
1 { 1 1 1 { 1 1 { 1 I 1 1
Segment 2 1 0.501 2.941 0.150 1 2.78 1 0.45 1 0.36 1 0.45 1 0.391 0.00 1 0.00 1 0.00 1 0.00 1
Reach 6 1 i 1 i i i 1 1 1 1 1 It i
I , i , i 1 , 1 , , , 1 1
I I ► 1 { { 1 1 i I 1 1 1
Segment 3 1 1.351 6.061 0.470 1 1.31 1 0.52 1 0.41 1 2.79 1 2.511 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 1 1 i i 1 1 1 1 1 1 1
----------------------=------------------------------------------------------------------------------

Flow | CBOD 1 NBOD | D.O. (
cfs | mg/l | mg/l | mg/1 <
Segment 1 Reach 1
' Waste | 24.800 | 34.000 | 0.000 ( 5.000
Headwaters! 2.600 ( 2.000 { 0.000 � 9.200
Tributary | 0.000 | 0.000 | 0.000 | 0.000
* Runoff | 0.000 0.000 | 0.000 | 0.000
Segment 1 Reach 2
Waste | 0.000 | 0.000 | 0.000 | 0.000
Tributary | 6.200 | 2.000 | 0.000 | 9.200
* Runoff | 0.000 | 0.000 | 0.000 | 0.000
Segment 1 Reach 3
Waste Is 0.000 It 0.000 | 0.000 | 0.000
Tributary | 0.000 | 0.000 | 0.000 | 0.000
* Runoff | 0.000 | 0.000 | 0.000 | 0.000
Segment 1 Reach 4
Waste | 0.000 ( 0.000 | 0.000 | 0.000
Tributary | 0.000 | 0.000 | 0.000 | 0.000
* Runoff | 0.000 < 0.000 | 0.000 | 0.000
Segment 1 Reach 5
Waste | 0.000 0.000 i 0.000 | 0.000
Tributary | 0.000 | 0.000 / 0.000 | 0.000
* Runoff | 0.000 | 0.000 0.000 ( 0.000
Segment 2 Reach I
Waste
|
0.000
| 0.000
| 0.000
| 0.000
Headwaters!
0.000
| 0.000
| 0.000
| 0.000
Tributary
|
0.000
| 0.000
| 0.000
| 0.000
* Runoff
|
0.700
| 2.000
| 0.000
9"200
Segment 2
Reach 2
Waste
|
0.000
| 0.000
1 0.000
\ 0.000
Tributary
(
0.000
| 0.000
| 0.000
( 0.000
* Runoff
|
0.700
| 2.000
| 0.000
1 9.200
Segment 2
Reach 3
Waste
|
0.000
| 0.000
| 0.000
| 0.000
Tributary
|
0.000
| 0.000
| 0.000
| 0.000
* Runoff
|
0.700
| 2.000
| D.000
| 9.200
Segment 2
Reach 4
Waste
<
0.000
| 0.000
( 0.000
< 0.000
Tributary
|
0.000
| 0.000
| 0.000
| 0.000
* Runoff
|
0.700
| 2.000
( 0.000
Is 9.200
Segment 2
Reach 5
Waste
�
0.000
| 0.000
| 0.000
| 0.000
Tributary
|
0.000
| 0.000
0.000
| 0.000
* Runoff
1
0.700
| 2.000
0.000
9.200
gpompni- P geach In

Waste
| 0.000 �
0.000
|
0.O00
|
0.000
Tributary
| 0.000 |
0.000
|
0.000
(
0.000
Run^ ff
' .
| 0.700 |
2.000
|
0 . 00{
(
9 . 200
^
Segment 3
Reach 1
Waste
( 0.000 |
0.000
0.000
|
0.000
Headwaters(
0.000 |
0.000
0"000
(
0.000
Tributary
1 0.000 |
0.000
\
0.000
|
0.000
* Runoff
| 0.126 |
2.000
|
0.000
1
9"200
* Runoff flow is in cfs/mile
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Station D9 and T7, 7.15 miles below High Point Dam
'These stations are located on the Deep River at SR 1129 in Wilford
L/ County. The substrate at (D9) consists of dark mud that had a strong odor.
This station is about 150 feet upstream from the Freeman Mill Dam. The
average depth at the station during the study was 6.96 feet. Average
depths below the Freeman Mill Dam ranged from .77 to .96 feet. This station
is located .75 miles from the mouth of Richland Creek. The water at this
site is an opaque pinkish gray and is slow moving but not stagnant.
The cross sectional areas of the chemical/physical sampling stations `
were measured several times during this study. Table 8 summarizes the
results. The raw data is included in Appendix A.
The cross sectional area of the Deep River is extremely variable.
kJ��1 The river flows through deep pools, shallow riffle areas and narrow, deep
5 Q constrictions at bridge crossings. The numerous dams back up the river
flow, increasing cross sectional areas at stations located above the dams.
The largest crosssections were measured at D5, at the new I-85 bridge, at
D9, above Freeman Mill Dam, and at D25 above the Worthville Dam. Cbltrane
Mill Dam was releasing water during most of the study, so the cross
sectional area was not elevated. The cross sectional measurements at D19
were made below the dam, and reflect unimpounded river conditions.
W
I D T H.
D
E P T
H
A R E A
'
#
Min
Max
Avg
Min
Max
Avg
Min
Max
Avgg
Station
Samples
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft2)
(ft2)
(ft)
D1
4
2.4
19.1
5.3
.26
.45
.38
.77
21.80
7.80
D3
5
3.2
41.0
19.9
.12
.55
.32
1.76
18.70
6.18
D4
4
5.0
34.0
23.4
.27
.34
.31
1.55
11.96
7.42
D5
1
-
-
67.0
-
-
5.10
-
-
345.00
D6
4
9.4
31.0
15.6
0.36
0.63
0.45
4.00
19.50
7.90
D8
2
41.0
42.5
41.8
0.43
0.43
0.43
17.90
18.60
18.30
D9
4
38.0
124.0
62.1
.79
7.00
2.40
31.40
863.00
243.00

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I Q $.3 D EM /fi a o-IT,
RECOMMENDATIONS
1. The upgrading in progress at the Eastside High Point and Randleman
OEM)wastewater treatment plants should improve the Deep River's water
10 quality substantially. Jamestown's effluent is presently producing
dissolved oxygen problems in the upper river. When Jamestown is
routed to High Point and treated properly, the DO should recover
quickly. Every effort should be made to assure that the plant im-
�� provements keep to their planned schedule. Compliance schedules
should be enforced at both Eastside High Point and Randleman.
2. The pretreatment programs for Eastside High Point and Randleman have
identified indirect dischargers of heavy metals to these facilities.
Efforts are underway to bring these dischargers into compliance with
state water quality standards. These programs should be monitored
carefully and kept to strict compliance schedules.
}
3. Indirect dischargers to Eastside High Point, Randleman and Jamestown
Mal should be evaluated to begin to identify the toxic constituents in
the POTW's waste which were not identified during the study. Follow-
Malup studies should be performed to identify and remove these constituents.
WM
4. The proposed N.C. water quality standards for nickel, lead, zinc and
chromium should be used as target in -stream concentrations for the
Deep River.
5. Fish in the Deep River should be sampled for nickel. Nickel was con-
sistently detected in the water column samples. Sampling should also
be continued for lead to further assess the potential problem.
6. Residual chlorine limits should be developed for the major dischargers
to the Deep River.
7. Studies should be initiated to evaluate the longterm reactions of metals
and other toxics in Deep River sediments. How will the formation of
the Randleman Reservoir affect these reactions?
-132-
'.

11 �(' sr�u _t
a free -flowing system, but this would represent a very high
load to impounded waters.
Nitrogen (Table 4, 6 and 7, Figures 6 and 7).
Concentrations of total nitrogen do not appear to have
declined in the Deep River between 1983 and 1986 (see
ambient data, Table 6), but there has been some change in
the type of nitrogen that is discharged. Nitrification at
the High Point plant has markedly reduced the amount of
ammonia discharged to the Deep River (Figure 6).
Concentrations of nitrate/nitrite remain high, but the peak
is now observed just below Richland Creek at River mile 10.
The 1983 peak in NO2/NO3 at River Mile 20 reflected instream
conversion of ammonia to nitrate/nitrite. The reduction in
the amount of ammonia discharged to the Deep River below
Richland Creek should improve both instream toxicity and
dissolved oxygen concentrations.
Metals (Table 4, Figures 8 and 9). Prior chemical
surveys have indicated that copper, zinc and nickel had
reached acute or chronic toxic levels in either point souce
discharges or in river water. Analysis of this problem is
complicated by a high degree of temporal and spatial
variability. The limited amount of chemical data indicated
the both copper and zinc reached toxic levels below the
Jamestown and High Point plants in 1983.
The 1986 survey indicated that maximum copper
concentrations in the Deep River (30uq/1) still occur below
the High Point discharge. Only one site (B3) had a copper
concentration above the North Carolina "action level" of 15
ug/l, and average 1986 concentrations were less than half of
the 1983 concentrations. Nickel showed a similar
distribution, with concentrations above the NC standard (50
ug/1) at the first two sites below the High Point discharge.
Comparisons with prior years are difficult, as all nickel
concentrations were less than the reporting limits (100ug/1)
utilized in 1983-1985. Concentrations of zinc were never
above the North Carolina action level during the 1986
survey, but maximum values occurred below the High Point and
Asheboro discharges. In summary, the elevated metal
concentrations recorded in the Deep River below the High
Point discharge may still be causing some chronic toxicity
problems.
Chlorine (Table 7, Figures 10-12). Excessive
chloterinat on has been a continuing problem with many of the
Deep River dischargers, and this problem has continued
through 1986. All dischargers have recently been requested
to more carefully control their chlorination and a recent
survey (October 1986) could not detect residual chlorine
>0.1 mg/1 at any Deep River site. However, a value of 0.35
-26-

Table 4. Chemical
TEMP.
C
survey data,
DO Conduc-
tivity
mg/l umho/cm
August 1986, Deep River and
NUTRIENTS (mg/1)
pH NH3/ TKN NO2/ PO4
NH4 NO3
Richland Creek.
METALS (ug/1)
TP Cu Ni
Zn
Station River miles
Deep River
C5 (5.7)
24
5.3
250
7.8
0.06
0.6
0.14
0.01
0.08
3
<10
<10
C13/B3 (10.8)
26
4.1
600
7.7
0.61
1.7
5.6
4.2
4.8
29
92
36
C18 (17.1)
26
6.0
550
7.7
0.09
1.2
4.7
3.3
3.6
15
81
13
s
C19/B4 (19.8)
25
7.8
760
7.9
0.06
0.9
3.5
2.4
2.7
8
50
16
PO
C26/B5 (22.0)
27
7.1
350
7.9
NS
NS
NS
NS
NS
8
31
13
S'
B6 (25.6)
27
7.1
800
7.9
0.20
1.1
4.6
2.2
2.7
8
49
32
r B7 (31.6)
27
6.1
750
7.7
0.10
1.0
3.2
1.5
1.7
5
50
19
CA
B8 (36.0)
27
4.8
700
7.8
0.15
0.9
2.6
1.4
1.6
6
39
15
B9 (52.6)
28
6.6
500
7.7
0.06
0.6
0.5
0.6
0.8
4
14
<10
Richland Creek
C6 (upstream WWTP)
24
8.5
280
7.8
0.20
0.5
0.2
0.02
0.05
6
<10
<10
C8 (downstream WWTP)26
7.1
650
7.7
0.08
1.4
8.2
6.4
6.0
26
110
24
C C
NS - Sample lost.

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3-3--87

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL -111 lin
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the municipal system. using a separate Section IV for each facility descrlp.
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry. the major product or raw material. the flow (In thou.
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
II I for standard measures of products or raw materials. (see Instructions)
1• Major Contributing Facility
(see Instructions) e6
Name ! 401a , �,� ji�j�
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
1. Principal Product or Raw
Material (see instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged Into the municipal sys-
tem in thousand gsllons per day
and whether this discharge is Inter-
mlttent or continuous.
S. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
S. Characteristics of Wastewater
(see instructlons)
4066
40fYb
401b
401 c
401d
401 e
401 f
402
403a
403b
404a
404b
405
55-0 %4C5T IrA Ie;fIs=c.� "Rb47[)
61614 "PornlT
_Gu IL90eP
AY tN i'Ai2, UWA
22SI _ 225Z
Units (See
Quantity Table 111
M"yFA«teE 463o40 403 49-OW1111Gl-k
�DyFt�lCr oT�Rtfo�.i
thousand gallons per day
jJ Intermittent (Int) (.^ Continuous (con)
❑ Yes IoNo
Parameter
Name
�O�
con
-reTptL
Sklnmtf
Parameter
Number
O—d31Q
60
00�30
0ogo3
.
Value
(67-3 132190
4?
log 2-
IV-1
GPO ee5.70e
This section contains I page.

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry. the major product or raw material, the flow (In thou-
sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility Into the municipal system. Consult Table
I I I for standard measures of products or raw materials. (see Instructions)
1• Major Contributing Facility
(see Instructions)
Name 401 a I -- �� MLJL 1 t_T R&us
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged Into the municipal sys-
tern In thousand gallons per day
and whether this discharge Is Inter-
mittent or continuous.
S. Pretreatment Provided Indicate If
pretreatment Is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see Instructions)
40016
�tiats
401b
401c
401 d
40te
401 f
402
403a 1
403b I
404a
404b
405
Not CouxR-rfsq —Rw-
GutLf=O2tA
/corm ClaeaC. dA
?Z
371 I.01
Units (See
Quantity Table III)
IaLLS MMUFAGTURC 'Able 000 46 Ald4.Y
thousand gallons per day
❑ Intermittent (Int)14Contlnuous(con)
❑ Yes �No
Parameter
C'A10r"ILUV%
CWftPnouw1
+i~
IGKEL
LEAD
ZW-
Name
•Tbrolc-
IDTA c__
TCTA L
IbTq L
rtaiAL
Parameter
Number
0/027
6103q
O/bg2
0(0(07
mg
mgo3
Value
. QO
f'
Q4
1, 5
. !s-
C)
IV -I This section contains ! page.
GPo e65.706

f_
' Cr • / 1
FOR AGENCY USE
STANDARD FORM A -MUNICIPAL
SECTION IS7. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material, the flow (in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
II I for standard measures of products or raw materials. (see instructions)
1Major Contributing Facility
(see Instructions)
Name 1401 a I ^DRY 1b5014 m P<A1!ffi Cbm-PAMY
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem In thousand gallons per day
and whether this discharge Is Inter-
mlttent or continuous.
S. Pretreatment Provided Indicate if
pretreatment Is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructlons)
'466
4fl�li
401 b
401c
401141
401 e
401 f
402
403a
403b
404a
404b
405
RRCnArLE
�i�i�tDDc..'P N
No2rtH C04Qowt4A
Units (See
Quantity Table 111)
ALUrittA)UrA Awniz)Nc - use 240 4034 2/CIu'Y
AL_
thousand gallons per day
IX intermittent (Int) ❑ Continuous (con)
❑ Yes PNo
Parameter
Name
AM«tM
ThrAG
C►ieixniwrt
" b7ft
• 0M,
Ci:FJ.
TOTAL.
b
'tbTtL-
V9C
'MTAL
-D
1"
Parameter
Number
01027
0103q
010112
610(o7
01CZ:1
01092
00C/03
Value
. 00
. Zip
. �
4
. O S
. 20
/�
4P •9
IV -I This section contains l page.
GPO aes-yoe

h
CR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrlp.
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industr y. the ajor Product or raw material, the flow (in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial rfacility Into the mun clpal System. Consult Table
I I I for standard measures of products or raw materials. (see Instructions)
1• Major Contributing Facility
(see Instructions) - C1
Name I 40 t o
Number& Street
City
County
State
ZIP Code
2. Primary Standard Industrial
Classification Code (see
lmtructions)
3. Princlpal Product or Raw
Material (see instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged Into the municipal Sys-
tern In thousand gallons per day
and whether this discharge Is Inter•
mittent or continuous.
S. Pretreatment Provided Indicate If
pretreatment is provided prior to
entering the municipal system
S. Characteristics of Wastewater
(see Instructions)
Parameter
Name �D
,�OQ! Parameter
Number Mo3
+fZOtb Value 1 2q
401b
401c
401 d
401 e
4011
402
403a
403b
404a
404b
405
'14csT —PO I lT -A V
H IAA rpbIfU i
�QKrk CA&U4A
2-22
229
Units (See
Quantity Table 111)
PIA B6tyt3 r?_.Yi — &N W gy1p_y �c '7
1�
thousand gallons per day
❑ Intermittent (Int) Q Continuous (con)
❑ Yes E&No
COS sou °EO 7
003�0 U� 6'1D Mq
2 470 2 53 Q, 6-
IV-1
GPO 8e5.70e
This sectiort contains 1 page.

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw material, the flow (In thou-
sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility Into the municipal system. Consult Table
111 for standard measures of products or raw materials. (see Instructions)
1• Major Contributing Facility
(see Instructions) O ,/
Name I 401a
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4, Flow Indicate the volume of water
discharged into the municipal sys-
;; _ tern M thousand gallons per day
and whether this discharge Is Inter-
mittent or continuous.
S. Pretreatment Provided Indicate If
pretreatment Is provided prior to
entering the municipal system
S. Characteristics of Wastewater
(see instructions)
t06k
4ottts
401b
401 c
401 d
401 e
401 f
402
403a
403b
404a
404b
405
NIGH —POINT
JA�r��s-rac.�n1
J�dQtN CR2o c.r N1�
27232-
3.y7
Units (See
Quantity Table 111)
��2Cu A -BoAgn ETI. INfs -46=c 4834
3 thousand gallons per day
❑ Intermittent (Int) �Contlnuous(con)
�Yes ❑ No
Parameter
Name
`urA
1DTAG
°" 4140`
Vic.
coppm
"MrAc-
HICKeL
i-C1X}
LEAD
-MT-4
Z NC.
'%SAC.
Parameter
Number
oh>227
p103q
0Ibg2
O1oG7
o1al
610g2
ooyo3
Value
0 p 0A.
. Og
3, 7
.2q
.72.
119
q, g
IV -I This section contains ! page.
GPO 665-706

FORAGE CY USE
STANDARD FORM A --MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material, the flow (In thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
I I i for standard measures of products or raw materials. (see Instructions)
1• Major Contributing Facility
(see Instructions) C 0 w PJ 1 r s I Gp-q
Name ` 401a I �W lrtLJ L
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge is Inter-
mittent or continuous.
S. Pretreatment Provided Indicate If
pretreatment Is provided prior to
entering the municipal system
S. Characteristics of Wastewater
(see instructions)
46it
Loeb
401b
401 c
401 d
4016
401 f
402
4032
403b
404a
404b
405
L4 49 �oU-r K W ZfA N rtRK-C
CT ( LFoP.T
N cgrij 6eou) A
�2
Units (See.
Quantity Table 111
�a If 40: d
thousand gallons per day.
Intermittent (Int) P .ontlnuous(con)
Yes j "o
Parameter
Name
jsOD
COD
Sul DED
Saw tts
H
Parameter
Number
(
0034o
p0S30
o0C/0
-
Value
/ _ �1
c 75'
1 l
` ,
IV-1
GPo ee5.70e
This section contains 1 page.

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION 19. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system. using a separate Section IV for each facility descrip-
tion. Indicate the 4 diglt Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material, the flow (In thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
I I I for standard measures of products or raw materials. (see Instructions)
1• Major Contributing Facility
(see Instructions) �� r�
Name I 401 a I N
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tern In thousand gallons per day
and whether this discharge Is Inter-
mittent or continuous.
S. Pretreatment Provided Indicate If
pretreatment Is provided prior to
entering the municipal system
S. Characteristics of Wastewater
(see Instructions)
40t><•
408b
401b
401 c
401 d
401e
4011
402
403a 1
403b
404a
404b
403
e;n s 1 V 0+z7H E-I m ijeff__r
R lC N_7I Dinh"
Gu1LFdlZi�)
1�yeTV CARbQ44
?2
Units (See
Quantity Table 111)
vo PD
Clorr�j�U m A�luF�4cruQ� f 463a % " 045 a 403* k
I)Y61,4 -
CL�rTD,V
thousand gallons per day.
❑ Intermittent lint) $Continuous(con)
Q Yes Jtvo
Parameter
13 OD
�D
-sresur-bpmocp
N
Name
,�f_i
Parameter
Number
CO310
MBLIO
OO5W
Value
I-750
3?3
c2 55
10.
IV-1 This section contains 1 page.
GPO e65.70e

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry. the major product or raw material, the flow (In thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
Ill for standard measures of products or raw materials. (see Instructions)
1• Major Contributing Facility
(see Instructions)
Name I 401 a
Number& Street
City
County
State
ZIP Code
2. Primary Standard Industrial
Classification Code (see
r Instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged Into the municipal sys.
- tem In thousand gallons per day
-. - and whether this discharge Is Inter-
mittent or continuous.
S. Pretreatment Provided Indicate If
pretreatment Is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
toe,
�1fAb
401b
401 c
401d
401 e
4011
402
403a
403b
404a
404b
405
I qoc� t4oeTm ►ylp it l S FaE
-POI /J I
CT U I LFbez
NCOL-rH NeOUNA
a_72 (e Z
202(a -- Z02-4
Units (See
Quantity Table 111)
YYl t 1 k ADD OT14M-11Al2� AhSe CeRn 403. �.
"CQ o*DUC-T S 14E &-aam.-A 'Of""��
v thousand gallons per day
Intermittent (Int) V!Qcontinuous(con)
❑ Yes ,&a
Parameter
Name
�D
7�
CO f.�
M=
H
Paramet
Numberef
C0310
00Vo
OCE30
COLID.3
.
Value
j 5'00
2 Y!o
4�00
1 .�
IV -I This section contains I page.
GPO ee5-706

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION LY. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the municipal system. using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry. the major product or raw material. the flow (In thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
I I I for standard measures of products or raw materials. (see Instructions)
1• Major Contributing Facility
(see Instructions) Name 401a - USTO PgW66sml
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (See
Instructions)
?. Principal Product or Raw
Material (see instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged Into the municipal sys-
tem In thousand gallons per day
and whether this discharge is Inter-
mittent or continuous.
S. Pretreatment Provided Indicate if
pretreatment Is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see Instructions)
40Qs
�:08b
401 b
401 c
401 d
401 e
4011
402
40Sa
401b
404a
404b
405
10 �uejzf Tt --De(YF-
H I& H To wr
CUILFa2D
--,102`t14 CAP-011t44
222
01
Units (See
Quantity Table 111)
M ETAL 1)(Rt' 'r AMD 4620 1766 4.0 A
ru'ZA IMR-C fABP-1CAT16* 4
J
thousand gallons per day
Intermittent lint)
7kContlnuous(con)
((J Yes d0
Parameter
Name
C44VM1u^
Zb'iRL
0-141ftmitim
TAL
Cb?FER
'TML
HICKEL7J
ToTA
-FbFAC.
ThrA(
Parameter
Number
010,27
C>103q
610gZ.
010�67
0105'/
010g2
DaliD3
Value
060
.(03
194
C?. `i
. 6$
kp
7.7
IV-1
GPO 865.70e
This section contains 1 page.

FOR AGENCY USE
STANDARD FORM A --MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system. using a separate Section IV for each facility descrlp-
tlon. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry. the major product or raw material, the flow (In thou-
sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
I I I for standard measures of products or raw materials. (see instructions)
1- Major Contributing Facility
(see instructions) * ��/�
Name I 401 a %'}/► ` ' " � 01A L- �-E5EATI DA S
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Princlpal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged Into the municipal sys-
tem In thousand gallons per day
and whether this discharge Is Inter-
mittent or continuous.
S. Pretreatment Provided Indicate If
pretreatment Is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see Instructions)
400!
406b
401b
401c
401 d
401 a
401 f
402
403a
403b
404a
404b
405
I
_ j s,-4$ 6A�5r C-,P_Ey4
N-t f&N ?l arJT
CJU1LFoPM
P 72 W
3ql t
Units (See
Quantity Table III)
ETA L 2LATEQ A63C -215 zQ 4030 �(
thousand gallons per day.
Intermittent (Int) ?�Continuous(can)
Yes LINO
Parameter
CAP• %%^
^ue"`
'ftT'Ac-
cbPRX
mlCx*L
LEAD
ZJMG
N
Name
7trTAtr
'TOTAL
7t7flDL
-TOTAL
Parameter
Number
OIDozl
0103q
ologz
01067
0/0V
0/09Z,
00403
Value
.00
02
07.
4/.
.00
. Im
9 ip
IV-1 This section contains ! page.
GPO 663.700

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION rat. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard industrial Classification (SIC) Code for the industry. the major product or raw material, the flow (in thou-
sand gallons per day). and the characteristics of the wastewater discharged from the industrial facility Into the municipal system. Consult Table
iII for standard measures of products or raw materials. (see Instructions)
1. Major Contributing Facility
(see Instructions)
Name I 401a
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem In thousand gallons per -day _
and whether this discharge is Inter-
mittent or continuous.
S. Pretreatment Provided Indicate If
pretreatment is provided prior to
entering the municipal system
S. Characteristics of Wastewater
(see Instructions)
4ties
�tyl�tl
401b
401c
i
401 d
401 e
401 f
402
403a 1
403b
404a
404b
405
o l t mer,
im T
Moak (`Arzoc�WA
Units (See
Quantity Table 111)
hrl eTA-L_ Fi u!ngive, use 400 IOU Aid"
�1 Cu m i NUm Cv�.D12i Ny- Yi M� _
L 4sid' �r
3 thousand gallons per day
Intermlttent (Int)-OContinuous icon)
❑ Yes 5No
Parameter
Cawnit,m
`torAL
'A0%
COPM
XKM
LEAD
Z/
1-I
Name
?OTAL
TML
WAc_
Parameter
Number
0I027
0103q
410
010407
01057
OiagZ
40044a3
Value
.00
.01
.O
. 0a
.00
. c J6
'PS
IV-1 This section contains l pade.
GPO 8e5.706

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION 17. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry,
the ajor Product or raw material, the flow (in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility facil ty Into the municipal system. Consult Table
III for standard measures of products or raw materials. (see Instructions)
1Major Contributing Facility
(see Instructions)
Name 1401a I �t,(2U 1�6�'O1J l��CIS�Q-Iris ('I m��4C '1�11(15�011(
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged Into the municipal sys-
? tern In thousand gallons per day
and whether this discharge Is Inter-
mittent or continuous.
5. Pretreatment Provided Indicate If
Pretreatment Is provided prior to
entering the municipal system
S. Characteristics of Wastewater
(See Instructions)
4otis
401b
401 c
401 d
401 e
4011
402
403a
403b
404a
404b
405
u1LT-oPeb
Q2t1+ C AeZu,4A
?2if2—
Z�s�l4s
Units (See
Quantity Table I11)
u I=Adrulz
7a thousand gallons per day _
❑1Intermittent (Int) (AContinuous(con)
Q(ves ❑ No
Parameter
Name
�D
SvTAL�
(�
Parameter
Number
00310
100340 00530
OW03
Value
10:5—
77S 39 3
-1.5-
GPO 965.708
IV-1 This section contains 1 page.

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION I31. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrlp-
tlon. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry, the major product or raw material, the flow (In thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
III for standard measures of products or raw materials. (see Instructions)
1• Major Contributing Facility
(see Instructions) .�AN ���`�
Name I 401 a
Number& Street
City
County
State
21p Code
2. Primary Standard industrial
Classification Code (See
Instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged Into the municipal sys-
tem In thousand gallons per day
and whether this discharge is inter-
mittent or continuous.
S. Pretreatment Provided Indicate If
pretreatment Is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see Instructions)
408i
4061)
401b
401c
401 d
401e
401 f
402
403a
403b
404a
404b
405
325 1M ObEL FAeYn "_R6AZ
[AJ (W4 "Pbi uT
(`sup LfibP_
N oer-N Cpebc-1NA
-7 Z(o
-7-3qS
Units (See
Quantity Table 111)
-P461'b69A'Pic. -N%_4sc6-PmF 4i1=0 n,
Via, X f CI,jL.
{lunerteh� pnt ;Op♦ !'
I -ko U ;': cal�r pc•tKis�d�r
a4616&RA P u pA Pik 12 AAJ D Ailid r
iDsmerwa o4�vtx.
r09 thousand gallons per day
Intermittent (int)-9-Contlnuous(con)
❑ Yes )6No
Parameter
Name
130-
C'O-b
1
Twt w
Parameter
Number
00310
Oo3Llo
oo530
Coc4v3
Value
-79 1
77 1
7to
This section contains 1 page.
G P o e 65.706

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip.
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material, the flow (in thou.
sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility Into the municipal system. Consult Table
I I I for standard measures of products or raw materials. (see Instructions)
1• Major Contributing Facility
(see Instructions) ,, ll t�
Name I 401 a ( bl �-- �� V s�P I hn `r
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem In thousand gallons per day
and whether this discharge is inter-
mittent or continuous.
S. Pretreatment Provided Indicate if
pretreatment Is provided prior to
entering the municipal system
S. Cha►acteristics of Wastewater
(see Instructions)
4tla�
464116
401b
401 c
401d
I
401 e
401 f
402
403a
403b
404a
404b
40S
- � K eTTEjz w r �2l,d f-:
6ucLrbRD
t40ETIA CAOSLWA
�-41
314—I(
Units (See
Quantity Table 111)
M4-TAL Finl 16141d r Ao:e 02 4034
1�LACk 0A 11) 106 T
h11 Lb STD � � id�d �o�t
Cthousand gallons per day.
Intermittent (Int)�_Contlnuous(con)
❑ Yes N0
Parameter
CAW'^iwp--
CHetmeulA
oT''fp
NILI(A .
LVAD
ZINC
H
Name
1701q
-MTA(—
-Mmc,
Parameter
Number
I o V
0103q
010gz.
10007
01051
010gz
00g03
Value
100
000
-IS I
1 1.0
IV-1
GPO sas-70e
This section contains l page.

FOR AGENCY USE
STANDARD FORM A --MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry. the major product or raw material, the flow (In thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
I I I for standard measures of products or raw materials. (see Instructions)
1• Major Contributing Facility
(see Instructions) ��ls� Cr�y 1ui�rtor� i
Name I 401 a
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (see instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged Into the municipal sys-
tem In thousand gallons per day
and whether this discharge Is inter-
mittent or continuous.
3. Pretreatment Provided Indicate It
pretreatment is provided prior to
entering the municipal system
S. Characteristics of Wastewater
(see Instructions)
40ils
4tl8b
401b
401 c
401 d
401 e
401 f
402
403a
403b
404a
404b
405
EA-sT &eE6N
J-E ( (nr i-i -PO i IJ T
GUILFi7217
Units (See
Quantity Table 111)
_46-51Rel MFWUPAMP_L -f use co 4034
`t )%A(-
,6 TTQV . 02L(DAI 4dyd so�i
thousand gallons per day
Intermittent (Int) 71'-ontinuous(con)
❑ Yes KIN
Parameter
Name
�D
CO
ML
SusNntD
So�ius
—P
Parameter
Number
310
00NO
006 30
3
Value
l !
Sol?;
q0
O. o
IV-1 This section contains 1 page.
GPO ee5-706

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL ID [ 17M
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the municipal system. using a separate Section IV for each facility descrlp-
tlon. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry. the major product or raw material. the flow (in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
II I for standard measures of products or raw materials. (see Instructions)
1• Major Contributing Facility
(see instructions)
Name 1401a I 7'1AL�I�e-�
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged Into the municipal sys-
tem In thousand gallons per day
and whether this discharge is Inter-
mittent or continuous.
S. Pretreatment Provided Indicate If
pretreatment is provided prior to
entering the municipal system
S. Characteristics of Wastewater
(see Instructions)
40t1!
4641b
401 b
401c
401 d
401a
4011
402
403a
403b I
404a
404b
405
42
LI I L. F-0 Zr�s
No Rt R CARO LAA
2i2(Q
Units (See
Quantity Table 111)
M PtNu4Af_TU eL t .t63 4 � 403*
';g-r .0 ; OKl eg" f IV Y L Q.A1
thousand gallons per day
Intermittent (int) faContinuous(con)
❑ Yes ONo
Parameter
Name
Bol)
COS
OM% -
P14
Parameter
Number
0 -31Q
oo3 0
605 0
0Da3
Value
cQQ
(02Z
C2_6
'-
IV-1 This section contains 1 page.
GP 0 8e5-70e

4`9
FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the municipal system. using a separate Section IV for each facility descrip.
tion. indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industr
y. the ajor product or raw material, the flow (in thou.
sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility facil ty Into the municipal system. Consult Table
I I I for standard measures of products or raw materials. (see instructions)
1• Major Contributing Facility
(see Instructions) �
Name ( 401 a � j'' t +-a
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (See
Instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem In thousand gallons per day
and whether this discharge Is Inter-
mittent or continuous.
S. Pretreatment Provided Indicate if
pretreatment Is provided prior to
entering the municipal system
S. Characteristics of Wastewater
(see Instructions)
4069
46411
401b
401 c
401 d
40fe
401 f
402
403a
403b
404a
4046
405
13o 1 CDQ�oR �-� orJ �IJ2ld�.
RPcA-DAcE
NOETH NeZLIAIA,
Units (See
Quantity Table 111)
)'YIE-tAC. GInIiS4 J-
2-1REA5(�2AK �0=e _?Sc`'n _. 403. --5ME BRh!;S 4.1i Yo�tt
thousand gallons per day- -
Intermittent tint) ;.Contlnuous(con)
(Yes ❑ No
Parameter
CaPMw-t.. -
Clte00VU40%
Comm
NIGKK
LE41)
VxC.
Name
Parameter
*4—
-TOTAt.
-MTAt—
-1VIAL
TOTAL
OS�D
Number
01027
01c03q
010 Z
010l07
CmQ
01 oQZ
Value
1601
, /O
G P o ee9-70e
IV-1
This section contains 1 page.

. •f
FOR AGENCY USE
STANDARD FORM A -MUNICIPAL
SECTION 19. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry. the major product or raw material, the flow (in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
III for standard measures of products or raw materials. (see Instructions)
1• Major Contributing Facility
(see instructions)
Name I 401a
Number& Street
City
County
State
ZIP Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
�. tem In thousand gallons per day
and whether this discharge Is Inter-
mittent or continuous.
S. Pretreatment Provided Indicate if
Pretreatment Is provided prior to
entering the municipal system
S. Characteristics of Wastewater
(see instructions)
40is
400b
401b
401 c
401 d
401e
401 f
402
403a
403b
404a
404b
405
111-7 HE 2hiN4 'Roai
416R_P)lAT
Oki I L Puz-b
3349
Units (See
Quantity Table 111)
i CIAS •fl t^�Q 4034 oaf
141
�e�e io�i
thousand gallons per day
Intermittent (Int) �Contlnuous(con)
Yes No
Parameter
Cftmeum.
C%e0"11W*%
COPPM
t4ICQL
tFA'A
zmlt
Name
'tbTA(—
_MTAL
TOTAL
70TAL
-MTA<
TdfA
Paramet er
Number
010ZI
01034
010Z
01067
n /OS
/() Z
ODY63
Value
IV-1
GPO e63•706
This section contains ! page.

FOR AGENCY usB
STANDARD FORM A —MUNICIPAL
SECTION 137. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system• using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw mater sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility Into tial, the flow (In thou -
he municl er system. Consult Table
I I I for standard measures of products or raw materials. (see instructions)
1• Major Contributing Facility
(see Instructions) rO C C
Name I 401 a �C- `tleo�i 1��r1 rI
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged Into the municipal sys-
•.,,; tern In thousand gallons per day
and whether this discharge Is Inter.
mittent or continuous.
S. Pretreatment Provided Indicate If
pretreatment Is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
40t3!
poets
401b
401 c
401 d
401 e
401 f
402
403a
403b
404a
404b
405
(S tit ! L Ft, 2D
7 N CAZOUgA
72&
3 4_7 I
Units (See
Quantity Table 111)
METAL K1 ?J ISl+yJ & IMbar J# -4eaidu *.'.
E.L4ECTe0-P(J4Ti 14&
_&M1j_ai' Mil_17) S'r'a=FL so�id pi t
�S thousand gallons per day
❑ Intermittent lint) [(Continuous(con)
(9(ves ❑No
Parameter
CpaW4114M
clmam+uM
Cofer
AhucFt
L 9D
2/4C
Name
Parameter
-TOTAL
Ibrft
L
TOTAv
-WA
-MTAL
14
Number
_01027
0(03
O (0q2_
p 1067
O(OV
0109z
60403
Value
C) I
-�• (o I.
3o
. 05*
. Zq
.
GPo 8e5.706 IV-1 This section contains ! pslge.

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION L4. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system. using a separate Section IV for each facility descrip.
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry. the major product or raw material. the flow (In thou-
sand gallons per day). and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
III for standard measures of products or raw materials. (see Instructions)
1• Major Contributing Facility
(see Instructions) t t
Name I 40 la
Number& Street
City
County
State
21p Code
2. Primary Standard Industrial
Classification Code (see
instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged Into the municipal sys-
tem In thousand gallons per day
and whether this discharge is inter-
mittent or continuous.
S. Pretreatment Provided Indicate if
Pretreatment Is provided prior to
entering the municipal system
S. Characteristics of Wastewater
(see instructions)
406
4OAb
401b
401c
401 d
401 e
401 f
402
403a
403b
404a
404b
405
'i l3 CfP1Tf./JMJA(_
(�Utt_Fp2D
141DZhA CAPb LIA/A
Units (See
Quantity Table 111)
^D� �� & �(
CQrW&I lJRc.c AI _ NEZ01 o e oat
—JiI thousand gallons per day
Intermittent (Intl O.Continuous(con)
❑ Yes No
Parameter
Name
pp
DO
COD
TOTAI.
506wX&JI:15D
p N
Parameter
Number
00310
003140
00530
00403
Value
�013
(00a
37
r.'�
IV-1
GPO 8e5.706
This section contains I page.

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL [Ifl- IT]. I
SECTION 19. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard industrial Classification (SIC) Code for the Industry, the major product or raw material, the flow (In thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
I II for standard measures of products or raw materials. (see Instructions)
1• Major Contributing Facility
(see instructions) ` W r
Name I 401a I 2IA6CE2 _BQAM-b j4burg�
Number& Street
City
County
State
ZIP Code
2. Primary Standard industrial
Classification Code (See
Instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge Is Inter-
mittent or continuous.
S. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
S. Characteristics of Wastewater
(see instructlons)
40i t
46eb
401b
401c
401d
401e
4011
402
403a
403b
404a
404b
40S
H (614 _FbrNT
fur«b��
1402t H CAQmimq
D -72LO �
aa52-
Units (See
Quantity Table Ill)
uos►fey rnaNUFActcc2� '4630 4034
gift n- nest
`' thousand gallons per day
Intermittent (Int) [],^.ontlnuous(can)
Yes IBN0
Parameter
Name
13i0'D
COD
7WRR�
Parameter
Number
00310
0034D
00530
MLIo3
Value
`4;K
1090
20$ 1
-T. S_
IV-1
GPO 665.706
This section contains I page.

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL Ft I I lin
SECTION LV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material, the flow (In thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
I I I for standard measures of products or raw materials. (see Instructions)
1 • Major Contributing Facility
(see Instructions)r-
Name ' 401 a ( (J� tt I.�►�.C, 1..�+ i 0� M 1 LL
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem In thousand gsllons per day
and whether this discharge is Inter-
mittent or continuous.
S. Pretreatment Provided Indicate it
pretreatment is provided prior to
entering the municipal system
S. Characteristics of Wastewater
(see Instructions)
4062
40gb
401b
401 c
401d
401 e
401 f
402
403a
403b
404a
404b
405
_�Z(0 OAK-DA-LE `R�_
(gutLFb D
Nce-TiA CAP-buNA
Units (See
Quantity Table Ill)
l-1 �a I EQ� rYl Mtu�Acr cce£ -t- 0s0 40U
Qo7TWI YA R-j/
tDo thousand gallons per day
Intermittent (Int) QContlnuous(con)
❑ Yes 1KNo
Parameter
Name
'Bob
CAD
rcrrAc.
sow
P N
Parameter
Number
C]D3 U
CO3 6
00530
&)qQ3
Value
v D 7
3
IV-1
GPO 868.706
This section contains t page.

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL [Tfl I H [ I
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the municipal system, using a separate Section IV for each facility descrlp-
tlon. Indicate the 4 dlglt Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material, the flow (in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
I I I for standard measures of products or raw materials. (see Instructions)
1• Major Contributing Facility
(see Instructions)
Name I 401a
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged Into the municipal sys-
tem In thousand gallons per day
and whether this discharge Is Inter-
mittent or contlnuous.
S. Pretreatment Provided Indicate If
pretreatment Is provided prior to
entering the municipal system
S. Characteristics of Wastewater
(see Instructions)
floss
466b
401b
401 c
401d
401 e
401 f
402
403a
403b
404a
404b
405
21 l $ tJae:t N m 1i 114 SELKE6T
R 16-4 fioidr -
�UrZFa2� •
d 27 N Cg2ou��
a�a_
Units (See
Quantity Table Ili
i�o�tfQi/ rv►A".lLuc A,C-T42 C 46se 4 CD �1osi 4*a('�/
/A[ (r
o7Tow , NYLc N 466 yid t
thousand gallons per day
Intermittent (int) nrontinuousicon)
Yes Idl No
Parameter
�y� p
1,
f�
Name
T30
On
Parameter
Number
Do
OILIC
00530
0CA03
Value
IZ50
51000
1-?8
Q,
IV-1
GPO 865.706
This section contains 1 page.

FOR AGENCY USE
STANDARD FORM A --MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip.
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry. the major product or raw material, the flow (In thou.
sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility Into the municipal system. Consult Table
I I I for standard measures of products or raw materials. (see Instructions)
1• Major Contributing Facility
(see Instructions) L y l
Name ` 401 a I l I�y �Q � yr t-4 OS l£2y
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (see instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged Into the municipal sys-
tem In thousand gallons per day
and whether this discharge Is Inter-
mittent or continuous.
S. Pretreatment Provided Indicate If
Pretreatment Is provided prior to
entering the municipal system
S. Characteristics of Wastewater
(see Instructions)
40e1
Aadtr
401b
401 c
401 d
401 e
401 f
402
403a
403b
404a
404b
40S
t4U I 3t l lTN R AM I LT AI '�T2ff_T
A 14,1A"Fbit4 T
Nderv+ CA2oumlA
%Z%Q t
225 t - 2zS2-
Units (See
Quantity Table 111)
4DS tJU mAMUPACtua2t Vise 4034
�I I`I (r c�
&imul-yita.0 . Ae-RyL i Y&W iiiia Rio e
/00 thousand gallons per day
I�rl Intermittent (Int) 9Continuous(con)
❑ Yes �No
Parameter
Name
�iO�
COD
o1.pg
H
a 16
Paramet er
Number
to31t0
CXo3 o
'r1
(.)om
I,,
oC1q
,
Value
4
0
10
IV-1
GPO 8e5-70e
This section contains 1 page.

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material, the flow (in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility Into the municipal system. Consult Table
I I I for standard measures of products or raw materials. (see Instructions)
1• Major Contributing Facility
(see Instructions)
Name I 401a ( 1"t r • lUS �t�d�L�1
Number& Street
City
County
State
ZIP Code
2. Primary Standard Industrial
Classification Code (See
Instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged Into the municipal sys-
tem In thousand gaflons per day
.,r and whether this discharge Is Inter-
mittent or continuous.
S. Pretreatment Provided Indicate if
pretreatment Is provided prior to
entering the municipal system
S. Characteristics of Wastewater
(see Instructions)
406.0
tot#ts
401b
401c
401 d
401 e
401 f
402
403a
403b I
404a
404b
405
'G�1�Fo2D
1402't-1-1 C, ko l-DVA
Units (See
Quantity Table 111)
)-661 i q -D I S N & A4 D 4ose ev 403i 0
sera soar
thousand gallons per day
® Intermittent (int) [.'Continuous (can)
❑ Yes ONo
Parameter
Name
TaT6%L
4
DUM
N
Parameter
Number
00310
003g0
00530
00403
.
Value
[ 2b
4000
3$
8. 3
IV-1
cP o ee5-706
This section contains 1 page.

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION LY. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system. using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry. the major product or raw material, the flow (in thou-
sand gallons per day). and the characteristics of the wastewater discharged from the Indust facility Into the municipal system. Consult Table
III for standard measures of products or raw materials. (see Instructions)
1• Major Contributing Facility
(see Instructions) I I w t VA4 "T d Name 401a y-Ale
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged Into the municipal sys-
tem in thousand gallons per day
and whether this discharge Is Inter-
mittent or continuous.
S. Pretreatment Provided Indicate if
Pretreatment Is provided prior to
entering the municipal system
S. Characteristics of Wastewater
(see Instructions)
4068
466b
401b
401c
401d
401e
401 f
402
403a 1
403b
404a
404 b
405
Lt � tRCLE
�DeTl k CAa uiM
2G
21rL13 - 514
Units (See
Quantity Table 111)
C4CM I Cf,t` MAtJUFAC.T1LeJ_ 4osr ZO v0 U 403# 1
JPEVAL-iTY 71=AT1CVE 04
df�AN►C. � :.TAI[���-=A�Af Ic: C KEm ��d �b�i
thousand gallons per day
Intermittent (Int) Continuous(con)
❑ Yes No
Parameter
Name
'B01D
CDT)
,y "L
60u06
pH
Parameter
Number
00,3310
00530
OC3
Value
J 3�
IOo3g0
! �$
�
0
40
-. O
IV-1
GPO 865.706
This section contains 1 page.