NC0025071_Wasteload Allocation_19900302

I
NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO025071
PERMITTEE NAME: City of Eden / Mebane Bridge Wastewater
Facility Status: Existing
Permit Status: Renewal
Major -4 Minor
Pipe No.: 001
Design Capacity: 7.0* MGD
Domestic (% of Flow): 46** %
Industrial (% of Flow): 54`** % -
Comments:
RECEIVING STREAM: Dan River
Class: C
Sub -Basin: 03-02-03
Reference USGS Quad: B20NW, SE Eden (please attach)
County: Rockingham
Regional Office: Winston-Salem Regional Office
Previous Exp. Date: 7/31/90 Treatment Plant Class: IV
Classification changes within three miles:
None within 3 miles.
Requested by:
Prepared by:
Reviewed by:
Jule Shanklin
Date: 11/22/89
Date: 413,90
Date:cP_110190
�a
Modeler
Date Rec.
#
5
tl Z
SA
'-,4 J 2
Drainage Area (mi ) 1700 Avg. Streamflow (cfs): aZ
7Q10 (cfs)) 313Winter 7Q10 (cfs) S79 30Q2 (cfs) 7O
Toxicity Limits: IWC � % Acutecme
Instream Monitoring:
Parameters �16.�0.
1 � I
Upstream ✓ Location S'/296
Downstream ✓ Location_ `J�y
Effluent
Characteristics
Summer
Winter
BOD5 (mg/1)
30
NH3-N (mg/1)
D.O. (mg/1)
TSS (mg/1)
30
F. Col. (/100 ml)
�Op
pH (SU)
(o
6100, (komt
-lnsFec-Jia
S4/O16.
ous
l iercw C-� /I)
��//� JJ��
'N V 7o v
f N: T6
ti C P C.
ni
5
1- s�-&Lm
6"1
2-
7i nw �,rer
CW its°, 71 .. 3 - ADunrirPn,. J�a.. �.a<rna Q1(`.171pI
sn nle �t./I,NfPP-I- a+ �/,J V,3/u �i t�Fnvl r.P
ac."as 'Dwe, j sae..., .
?05S!bLe Glnlvr%Ae 101.

NPDES WASTE LOAD ALLOCATION
PERMTf NO.: NC0025071
PERMITTEE NAME:
Facility Status: Existing
Permit Status: Renewal
Major `1 Minor
Pipe No.: 001
Design Capacity: 7.0, 9.0, 13.5*
Domestic (% of Flow): 46** %
Industrial (% of Flow): 54** %
Comments:
* Renewal and planned, staged expansion.
** See attached Pretreatment Reauest Form
Expires?/31/90, C(m* LV
RECEIVING STREAM: Dan River ZZ- i35
Class: C t Oo c(�urc '- 31
Sub -Basin: 03-02-03 n �
t
Reference USGS Quad: B20NW, SE Eden J (please attach)
County: Rockingham
Regional Office: Winston -Sale a ionalOffice
Requested by: .tine Shanklin Date: 10/23/89
Prepared by: Date:
Reviewed bvZ Date:
Modeler
Date Rec.
#
-r65
ie z.3®9
b- s-
Drainage Area (miz ) `r DA g.
7Q10 (cfs) Winter 7Q10 (cfs)
Toxicity Limits: IWC %
Instream Monitoring:
Itre ow (cfs):
30Q2 (cfs)-
Acute/Chronic
Location
Location
Effluent
Characteristics
Summer
Winter
BOD5 (m )
NH3-N (mg/1)
D.O. (mg/1)
TSS (mg/1)
F. Col. (/100 ml)
pH (SU)
Comments:

Q(
Request No.: 5493
------------------- WASTELOAD ALLOCATION APPROVAL FORM
Facility Name:
City of Eden - Mebane Bridge
WWT 'RE
NPDES No.:
NC0025071
FEr-ED
Type of Waste:
46% Domestic/54%
Industrial
90
Status:
Existing/Renewal
Receiving Stream:
Dan River
PERMITS & ENGINEERING
Classification:
C
Subbasin:
030203
Drainage
ar
1700 sq mi
County:
Rockingham
Summer
7Q1 :
313.00 cfs
Regional Office:
Winston-Salem
Winter
7Q10:
579.00 cfs
Requestor:
Jule Shanklin
Average
flow:
1620 cfs
Date of Request:
11/22/89
30Q2:
704.00 cfs
Quad:
B20NW
-------------------- RECOMMENDED EFFLUENT LIMITS --------------------------
EXISTING NEW
Wasteflow (mgd): 7.00 7.00
BOD5 (mg/1): 30 30
TSS (mg/1): 30 30
Fecal coliform (#/100ml): 1000 200
pH (su): 6-9 6-9
Color (ADMI) : — 540
Meu�•y Cry/� ) - .3; y
Toxicity Testing Req.: chronic/quarterly, see atta ent
---
----------------- MONITORING -------------- ---------------------
Upstream (Y/N): Y Location:at upstream bridge, SR 1964
Downstream (Y/N): Y Location:at downstream bridge, Rt. 14
----------------------------- COMMENTS -------------------------------------
Recommend effluent monitoring for Cu, Ni, Pb, Zn, Cn, and Ag,Cr.
Instream monitoring recommended for DO, Temperature, Conductivity, Fecal
Coliform, and BODS, to determine effects of interacting dischargers.
CIE Recommend instream monitoring for color at three sites. Take one sample per
site upstream; one at the Smith River water supply intake and one on the
Dan River at NC 87. A transect with samples at one -quarter, one-half, and
three-quarters the distance across the Dan River at NC 1761 should be
sampled(,owns ream).
Possible chlorine toxicity. The chlorine issue will be addressed in the
future.
---------------------------------------------------------------------------
Recommended by:
%% V Date: �(
Reviewed by
Instream Assessment: _gyp ///j�vT(�. Date: 1.1111do
T
Regional Supervisor: Date:
Permits & Engineering: ��LL� Date: 2 la a
RETURN TO TECHNICAL SERVICES BY: FEE 141 1,
6f
9f addict yequi�eet -& 6K &. /,e '- y` &¢..was
-6

Facility Name ed� or Zi;%� - MY Aaae . r� #e - 4/627- Permit # ALMC>>?9-07/
CHRONiC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge sh _. at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outl'.:d in:
1.) The North Carolina Ctriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Rev:sed *September 1989) or subsequent versions.
The effluent concentratio:. at which there may be no observable inhibition of reprodiction or
significant mortality is % (defined as treatment two in the North Carolina procedure
document). The permit herder shall perform i7yarterly monitoring using this prcx:edure to establish
compliance with the perm:: condition. The first test will be performed after thing days from
issuance of this permit dung the nionths of Fl2vPmb�, �•� e td Effluent
sampling for this testing s fi
all be performed at the NPDES perm tted discharge below
all treatment processes. -
All toxicity testing results .-equired as part of this permit condition will be entered on die Effluent
Discharge Monitoring Fo-i (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additional:. , DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences 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 chemical/physical measurements
performed in association :th the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent tox:-ity sample must be measured and reported if chlorine is employed for
disinfection of the waste s=eam.
Should any single quarterl.: monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement %-,ill revert to quarterly in the months specified above.
Should any test data from :.his monitoring requirement or tests performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be re -opened a.1d modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in die cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
7Q10 313 cfs
Pemuted Flow 0 MGD
1WC% .13- V
Basin &Sub-basin&2,z*A,XP ei.7-o.a-o3
Receiving Stream 'Z>n , f?7✓e.-
County jOrk,n AaS
Recommended by:
**Chronic Toxicity (Ceriodaphnia) P/F at 3_St%, No_ YTS/rn�/our, , See Part -I-, Condition V.

'
T 0 X I CS REVIEW
02/05/90
ver 3.0
'
Facility:
CITY OF EDEN/MEBANE BRIDGE WWTP
NPDES
Permit No.:
NCO025071
Status
(E, P, or M):
E
Permitted Flow:
7.00
mgd
Actual Average Flow:
5.58
mgd
Subbasin:
30203.00
Receiving Stream:
DAN RIVER
Stream Classification:
C
700:
313.00
cfs
IWC:
3.4
4
----PRETREATMENT
D A
T A
EFFLUENT DATA �-
1
ACTUAL
ACTUAL
PERMITTED
(
I
(
or
Ind. +
Ind. +
I ACTUAL
ACTUAL
I
Default
ACTUAL
Domestic
PERMITTED
Domestic
I Maximum
Weekly 1
Standard Acute I
Removal
Allowable
Domestic
Industrial
Total
Industrial
Total
I Daily
Average 1
Pollutant
AL
Criteria I
Eff.
Load
Load
Load
Load
Load
Load
I Value
Value I
(ug/1)
(ug/1) i
4
__--_--__
(#/d)
__--_--__
(#/d)
--_----__
(#/d)
--_--_--_
(#/d)
--____--
(#/d)
_--_--_
(#/d)
1 (ug/1)
I
(ug/1)
I
---------
Cadmium
--
S
------
2.0
_-----_--I
1.79 1
92#
43.35
0.07
0.10
0.17
0.24
0.310
I
I
Chromium
S
50.0
984 1
894
788.14
0.14
0.14
0.28
7.38
7.520
I
Copper
AL
7.0
9.2 1
904
121.37
0.76
8.81
9.57
21.66
22.420
I
I
Nickel
S
88.0
789 (
394
250.14
0.31
0.40
0.71
2.38
2.690
I
Lead
S
25.0
34 I
814
228.15
0.97
0.97
1.94
1.75
2.720
I
I
Zinc
AL
50.0
65 I
84%
541.85
4.08
24.23
28.31
24.46
28.540
I
I
Cyanide
S
5.0
22.0 1
591
21.15
0.80
0.13
0.93
I
I
Mercury
S
0.012
2.4 (
86%
0.15
0.01
0.01
0.02
I
I
Silver
AL
0.060
1.2 I
944
1.73
0.10
0.05
0.15
I
I
Selenium
S
5.0
20 I
80%
43.35
I
I
Arsenic
S
50.0
360 1
80i
433.48
I
1
Phenols
S
NA
1
39.19
39.19
I
1
A N A L Y S
I S R E
S U L T S S­ --_ Y_O_ii-iSii�iS�iiOi�SY�O������
--:ea-asa-a:o-sso--------
I
I
Monitor / Limit / Special Condition*
i
I Allowable
Allowablel
Predicted
Predicted I
I
1 Effluent
Effluent I
on ACTUAL
on PERMIT.I
Actual
Actual
I INSTREAM MONITORING
Bkg
1 Cone.
Cone. 1
Influent
Influent I
ACTUAL
PERMITTED
Daily Max.
Wk. Avg.
( Based on
Based on 1
Pollutant
Cone.
1 CERtONIC
ACUTE I
Data
Data I
Influent
Influent
Effluent
Effluent
I Actual
Actual I
(ug/1)
I (ug/1)
(ug/1) I
(ug/1)
(ug/1) I
Loading
Loading
Data
Data
( Daily Max.
Wk. Avg. I
Cadmium
S
1 59.696
53.428 1
0.292
0.533
Chromium
S
1 1492.396
29379.911 1
0.661
17.764 I
"mortiltor_`:
I
I
Copper
AL
1 208.935
275.198 (
20.552
48.148 I
Monitor
Monitor
I
I
Nickel
S
i 2626.618
23550.014 1
9.301
35.239 I
Monitor
I
I
Lead
S
I 746.198
1008.263 I
7.916
11.098 (
Monitor
Monitor
I
Zinc
AL
11492.396
1941.309 (
97.275
98.065 I
Monitor
Monitor
I
I
Cyanide
S
I 149.240
656.654 1
8.189
0.000 1
Monitor
(
I
Mercury
S
1 0.358
71.635 I
0.060
0.000 1
�Limit�
I
I
Silver
AL
1 1.791
36.713 1
0.193
0.000 1
Monitor
I
I
Selenium
S
1 149.240
596.959 1
0.000
0.000 I
I
I
Arsenic
S
1 1492.396
10745.253 (
0.000
0.000 1
I
I
Phenols
S
I 0.000
0.000 I
841.617
0.000 I
-,Monitor--,
I
I

CHLORINE ANALYSIS: City of Eden - Mebane Bridge
7Q10:
CL2 Effl. Conc:
AL (17/19 ug/1) :
Upstream CL2 Conc.:
Design Flow:
Predicted CL2 Downstream:
CL2 Limit:
313.0000 cfs
4.4400 mg/l
17.0000 ug/l
0.0000 ug/l
7.0000 MGD
148.7541 ug/l
0.148754 mg/l
507.4147 ug/l
0.507414 mg/l

DIVISION OF ENVIRONMENTAL MANAGEMENT
February 2, 1990
MEMORANDUM
To: Trevor Clements
�
From: Nile Testerrnan1�'" N4
Subject: Pretreatment Information Request Form (PIRF)
Town of Eden -Mebane Bridge WWTP
NCO025071
Attached is an updated PIRF based on Town of Eden's Mebane
Bridge WWTP latest headworks analysis received by the Division
on January 9, 1990 . If you have any questions, please call me
at extension 525 or come by my office.

�FAEtr.rrY NAME: %w'7W�de" "Oe6dmt ,;/NwFs No- NM �� O 1L
p
iREQUESM: DATE: c�/�o / /U REGION: 0 S o
PERMIT CONDITIONS CDVERING PRFMTAIWM
i
_ This facility has no SIUs and should not have pretreatment language.
_ This facility should and/or is developing a pretreatment program.
Please include the following conditions:
Program Development
Phase I due
Phase II due / /_
Additional Conditions
(attached)
This facility is currently implementing a pretreatment program.
Please include the following conditions:
Program Implementation
Additional Conditions
(attached)
SIGNIFICANr INDUSTRIAL USFRS' (SIUs) CONTRIBUTIONS '
i i
SIv F AI - "AL: y • o p _ rxM
.COM"OSITICN: n3j)
i
METAL FINISHING: M;D
OTHER: MSD
i YM i
i 14GDi
i DY_a
PARPMEM �� ss TMaouY LCaAD IN LRS/DAY -
AUDMLE DQ+MIC PER4r= !n'TDUAL 96REm;}/AL
{ Cd11,60 a usr-awc �2o
CrCU
8•ll
IN
38
iN
�5
—
�6
al.hb
LIDNi
Ni
Pb
as , s
s
_
o
Zn
�
y_v
a
aa�z
d
Phenol
Other
—
—
—
_
9 /3
0,01
k�
E
.lV
6.05
i
i
i RECEIVED:
_/_�_ REVIBIED BY: • l;
P s�ra�,A,
RETUMM:
Z

DIVISION OF ENVIRONMENTAL MANAGEMENT
February .1, 1990
MEMORANDUM
To: Steve Mauney
Through:. Larry Ausley
. , . From: Thom Mistele Tlo-
Subject: Aquatic toxicity test results of Eden -Mebane Bridge WWTP, NC0025071, Rockingham
County.
F''
1.
Two'chronic, three -brood, Ceriodaphnia dubia pass/fail toxicity tests were performed
Jana ` 24-3.1, 1990, b the Toxicity Evaluation: Grou on effluent samples from the
:az3' Y tY P P
EdeiiMebane Bridge VVWTP. The 24-hour composite samples were collected by David
Russell and Jeff Fri on January 23 and 26, 1990.:Te9ts ;were conducted at 3.4% and
.:6.3% effluent, the instream waste concentrations based on"facility discharges of 7.0 MGD
;(cuiient) and 13.5 MGD` (expanded), respectively., Dilution water. Was.obtained from Yates
F MiI1 Pond, the source of culture and dilution water -used. b "the Aquatic :Toxicology
t , Laboratory. , .
testtermination both toxicity tests received "Pass" ratings based on survival and
action of test organisms, Cerioda hnia dub
ia...Test result's are summarized below:
P g P
Average Test
Test Solution Mortality Reproduction Analysis Result
14% Effluent
0%
28.6 t=-2.54 Pass
Test Control
0%
25.1
6.3% Effluent
0%
25.8 t=-0.26 Pass
Test Control
0%
24.8
In addition, a 24-hour acute pass/fail toxicity test was performed January 24, 1990,
with fathead minnows. No mortality to test organisms exposed to 90% effluent was
observed, and the result of this toxicity test was a "Pass" rating.
Results from acute pass/fail tests, as well as chronic pass/fail tests conducted at effluent
concentrations not addressed by NPDES permit, are not currently being disseminated with
the monthly toxicity testing update. Therefore, this memo will serve as notification of these
results. If further information on these tests is required, please contact me at 733-2136.
cc: David Russell
Jeff Fritts
Central Files
Basin: 030203

f /1 //FIT
vi
�ep.CL
Ion-
.- 12" aEt-ZaZLl kca-,
,no,cDC>

c e
--- -- - i 3 —oZ -0 3 --
---:_ AO-
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North Carolina Division of Environmental Management
Water Quality Section / Technical Services Branch
Intensive Survey Unit
12 July 1989
Memorandum
To: Tom Stockton
Thru: Jay Sauber
From: Howard Bryant lf-M6
Subject: Eden -Mebane Bridge WWTP Longterm BOD Analysis
Eden -Mebane Bridge WWTP NCO025071 Rockingham County
Receiving Stream: Dan River Sub -basin: 030203
DAY
BOD
NH3-N
TKN-N
NOX-N
TOTALN
REPS
0
3.70
5.5
0.07
5.6
5
7.1
4.40
7.0
0.04
7.0
6
10
17.4
5
15
32.5
0.12
2.0
4.7
6.7
5
19
36.1
4
25
38.6
4
30
40.9
0.03
1.8
5.4
7.2
4
35
42.5
3
40
43.9
3
45
45.2
3
50
46.4
3
55
47.5
3
60
48.5
3
65
49.3
3
Date Collected: 25/26 April 1989 (1050-1120)
Collected By: M. Mickey
Cary Lab BOD-5: 3.6 mg/L Total Phosphorus: 4.1 mg/L
pH: 8.04 Sulfite test for chlorine: 3 drops/100 ml 100 % sample was seeded.
Range of BOD-5: 5.89 - 7.82 mg/L
Range of BOD-65: 48.6 - 50.0 mg/L
Test evaluation: good.
cc: Central Files

North Carolina Division of Environmental Management
Water Quality Section / Intensive Survey Unit
12 July 1989
Memorandum
To: Tom Stockton
Thru: Jay Sauber J
From: Howard Bryant
Subject: Cary South WWTP Longterm BOD Analysis
Cary South WWTP NCO035246 Wake County
Receiving Stream: UT to Coles Branch Sub -basin: 030402
DAY
BOD
NH3-N TKN-N NOX-N TOTALN REPS
0
5
3.8
8
10
5.4
7
15
7.1
7
20
7.7
7
25
30
35
40
45
50
Date Collected: 20/21 June 1989 (0800-0800)
Collected By: B.Honeycutt /Cary WWTP
Cary Lab BOD-5: 2.5 mg/L Total Phosphorus: ?? mg/L
pH: 7.20 Sulfite test for chlorine: 3 drops/100 ml 100 % sample was seeded.
Range of BOD-5: 3.62 - 3.86 mg/L
Range of BOD-20: 7.42 - 8.42 mg/L
Test evaluation: still running III IIIII IIIIlllll
k• L i •:.< _. R is a.' - s l ..
A
��i »� M dR �.I.:.. ••t. J11 -�-:•L •ir. 1 ti .� + —ci
J

North Carolina Division of Environmental Management
Water Quality Section / Intensive Survey Unit
12 July 1989
Memorandum
To: Tom Stockton
Thru: Jay Sauber J
From: Howard Bryant /04,46
Subject: Roanoke Rapids WWTP Longterm BOD Analysis
Roanoke Rapids WWTP NCO024201 Halifax County
Receiving Stream: Roanoke River River Sub -basin: 030208
DAY
DOD NH3-N TKN-N NOX-N TOTALN
REPS
0
5
14.8
6
1 0
68.5
5
15
101.4
5
20
115.6
4
25
127.6
4
30
35
40
45
50
Date Collected: 13/14 June 1989 (0900-0900)
Collected By: R. Ferrell
Cary Lab BOD-5: ?? mg/L Total Phosphorus: ?? mg/L
pH: 8.04 Sulfite test for chlorine: 2 drops/100 ml 100 % sample was seeded.
Range of BOD-5: 13.61 - 16.02 mg/L
Range of BOD-25: 126.3 - 128.0 mg/L
50% dilution (3 bottles) had BOD-5: 15.2 mg/L BOD-25: 132.1 mg/L
Test evaluation: still runninglllllllll
�I yycc � � 1! �l i" 5. T � is v i 'S �
►ii'd � G $ a
nv.
{FV �:• �•
� �
� Y 1: � "�
55�:� 1 '�� ems+

North Carolina Division of Environmental Management
Water Quality Section
Intensive Survey Unit
12 July 1989
Memorandum
To: Tom Stockton
Thru: Jay Sauber •�
From: Howard Bryant
Subject: Miller Brewing Longterm BOD Analysis
Miller Brewing Co. NCO029980 Rockingham County
Receiving Stream: Dan River Sub -basin: 030203
DAY
BOD
NH3-N
TKN-N
NOX-N
TOTALN
REPS
0
0.08
3.5
0.04
3.6
5
24.8
2.10
3.8
0.07
3.9
5
10
44.2
4
15
55.8
4
20
61.3
0.07
1.3
3.0
4.3
4
25
66.4
3
30
70.0
3
35
72.8
3
40
75.1
3
45
76.9
3
50
79.8
3
55
81.4
3
Date Collected: 17 May 1989 (1145)
Collected By: Fisher
Cary Lab BOD-5: no sample Total Phosphorus: 1.3 mg/L
pH: 8.35 Sulfite test for chlorine: 2 drops/100 ml 100 % sample was not seeded.
Range of BOD-5: 22.7 - 25.9 mg/L
Range of BOD-55: 79.4- 83.2 mg/L
Test evaluation: still runningl11111111111I11I1

North Carolina Division of Environmental Management
Water Quality Section / Environmental Sciences Branch
Ecosystems Analysis Unit / Intensive Survey Group
12 July 1989
Memorandum
To: Tom Stockton
Thru: Jay Sauber J
From: Howard Bryant Ido^
Subject: Dupont -Kinston Longterm BOD Analysis
E.I. Dupont -Kinston NC0003760 Lenoir County
Receiving Stream: Neuse River Sub -basin: 030405
DAY
BOD
N H3-N TKN-N NOX-N TOTAL N REPS
0
0.14 0.9 0.38 1.3
5
6.8
0.02 0.6 0.73 1.3 6
10
10.4
5
15
12.3
5
20
13.7
4
25
15.0
4
30
15.8
4
35
16.5
3
40
16.8
3
45
50
Date Collected: 30/31 May 1989 (0930-0930)
Collected By: M Vincent
Cary Lab BOD-5: no sample Total Phosphorus: 0.67 mg/L
pH: 7.95 Sulfite test for chlorine: 2 drops/100 ml 100 % sample was seeded.
Range of BOD-5: 6.42 - 7.59 mg/L
Range of BOD-40: 16.3 - 18.0 mg/L
Test evaluation: still runningllll!ll1I111lllll
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North Carolina Division of Environmental Management
Water Quality Section / Technical Services Branch
Intensive Survey Unit
20 June 1989
Memorandum
To: Tom Stockton
Thru: Jay �J Sauber (so,
From: Howard Bryant
Subject: Eden -Mebane Bridge WWTP Longterm BOD Analysis
Eden -Mebane Bridge WWTP NC0025071 Rockingham County
Receiving Stream: Dan River Sub -basin: 030203
DAY
BOD
NH3-N
TKN-N
NOX-N
TOTAL
REPS
0
3.70
5.5
0.07
5.6
5
7.1
4.40
7.0
0.04
7.0
6
10
17.4
5
15
32.5
0.12
2.0
4.7
6.7
5
19
36.1
4
25
38.6
4
30
40.9
4
35
42.5
3
40
43.9
3
45
45.2
3
50
46.4
3
Date Collected: 25/26 April 1989 (1050-1120)
Collected By: M. Mickey
Cary Lab BOD-5: 3.6 mg/L Total Phosphorus: 4.1 mg/L
pH: 8.04 Sulfite test for chlorine: 3 drops/100 ml 100 % sample was seeded.
Range of BOD-5: 5.89 - 7.82 mg/L
Range of BOD-50: 45.1 - 47.7 mg/L
Test evaluation: still running!!!!!! III l!!!!III
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