NC0025542_Wasteload Allocation_19920623

NPDES DOCIMENT SCANNING COVER SHEET
NC0025542
Catawba WWTP
NPDES Permit:
Document Type:
Permit Issuance
Wasteload
Allocation r
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Report
Speculative Limits
Instream Assessment
(67b)
Environmental Assessment (EA)
Permit
History
Document Date:
June 23, 1992
'rhba document is printed Grim reiuuete paper -ignore any
content on the reveree wide

DIVISION OF ENVIRONMENTAL MANAGEMENT
June 23, 1992
MEMORANDUM
TO: Jackie Nowell
FROM: Larry Ausley
SUBJECT: Permit language modification request from Town of Catawba
NC0025542 Catawba County
As requested, I have reviewed the attached request from the Town of Catawba. Following
policy established by Steve Tedder's memo dated October 4, 1991 and tided "Permit
Whole Effluent Toxicity Rquirement Strategy" the request should be denied and the
permit limit established as written. This decision is based on the assumption that the
facility has been judged a complex minor facility due to the presence of an industrial
waste contribution. Whole effluent toxicity limits would therefore be appropriate for the
duration of this and subsequent permits under existing policy. If I can provide you with
further information, please give me a call at [phone].
cc:Rex Gleason
Central Files
?/7/2-1, - 4. 1 ,(T‹ r.-,-- At 41.,_

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
P.O. Box 29535
Raleigh, NC 27626-0535
TELECOPY TO:
WATER QUALITY SECTION
FAX # [phone]
1.011P?), 41(y
FAX NUMBER: �33 ' 9 959
FROM: 2ks/ Y 644t ( r
NO. OF PAGES, INCLUDING COVER SHEET: °
PHONE:
COMMENTS: G./ Cali ti/41-/d11
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DATE:
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RECEIVED
APR 2 7 1992
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North Carolina Department of Environment,
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TECHNICAL SUPPORT BRANCH
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Printed on Recycled Paper

NCDC
CORPORATION
..15_ 17 le/vitt
Route 1, Box 394 • Maiden, NC 28650 • [phone]
Mr. Michael L. Parker
Department of Environment, Health,
and Natural Resources
Mooresville Regional Office
P. 0. Box 950
Mooresville, NC 28115-0950
Subject: Town of Catawba
NPDES Permit # NC0025542
Catawba County
Dear Mr. Parker:
April 21, 1992
R. C. DEPT. OF NATURAL
RESOURCES AND
COMMUNITY DEVELOPMENT
APR 2 2 1992
NSW OF RPI1RtliMENTAI MAIISC_MT
itOORESILII . ,� Ufi
The Town of Catawba is in receipt of the draft of the permit and
would like for the Department to consider a request to modify the
toxicity testing requirement.
Since this is a relatively small discharge of 0.225 mgd into the
Catawba River with a resultant low dilution ratio, the Town would
like for the Department to consider placing a requirement in the
permit that would allow the Town to conduct the toxicity testing
requirements for each of the four quarters of the first year of
the permit and if the toxicity requirements are past for each of
the four quarters that the toxicity requirement be dropped from
the permit until the State sees that there would be a requirement
to reinstitute the toxicity testing.
We feel that this is a reasonable request in that Catawba Sox has
ceased operations in the Town and only one small industrial
discharger remains on the system.
Please bear in mind that the Town of Catawba is a small Town with
a limited budget and any additional expenditure requirements
places a very real strain on our budget. The minimum cost for
the testing will be approximately $1,200 per year. This does not
include the other parameters that will be added to our permit.
Please consider the economic consequences these requirements
place on Towns. We hope that you seriously consider this
request.
Very truly yours,
et_fd i/bc
Recil I I. Wright, P. E.
NORTH CAROLINA DESIGN CONSULTANTS

MEMO
DATE•
22/9z
SUBJECT: N 0O Z ST5 7 Z
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North Carolina Department of Environment,
Health, and Natural Resources printedon Recycled,per
From•

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0025542
PERMITTEE NAME:
FACILITY NAME:
Town of Catawba
Catawba WWTP
Facility Status: Existing
Permit Status: Renewal
Major Minor
Pipe No.: 001
Design Capacity: 0.225 M G D
Domestic (% of Flow):
Industrial (% of Flow):
Comments:
90 %
10 %.
RECEIVING STREAM: Lyle Creek
Class: C
Sub -Basin: 03-08-32
Reference USGS Quad: E14NE (please attach)
County: Catawba
Regional Office: Mooresville Regional Office
Previous Exp. Date: 2/29/92 Treatment Plant Class: class II
Classification changes within three miles:
Change to WS-III & B when reaches Lake Norman.
Requested by: Randy Kepler Date: 12/17/91
Prepared by: - 'ii Date: 377 e-
Reviewed b�` ,4 A. iYt Date:
/35
Modeler
Date Rec.
#
5ra,-.1
izii1it
1o106g
2 ' k
Drainage Area (mi ) 72, p Avg. Streamflow (cfs): ' 7`
7Q10 (cfs) /G Winter 7Q10 (cfs) 09 30Q2 (cfs) 3'
Toxicity Limits: IWC 2. / % Acute onic
Instream Monitoring:
Parameters
Upstream Location
Downstream Location
Effluent
Characteristics
Summer
Winter
BOD5 (mg/1)
3 m
NH3-N (mg/1)woe).
D.O. (mg/1)
h,,•
TSS (mg/1)
30
F. Col. (/100 ml)
Z 0 a
pH (SU)
(D -- y
3e.,,e,(,,,q
17
Fiii,..4 Y-,rifri:G
pt yi,
`l -
/
/, /
Comments:

RECEIVED
DEHMR-DEM- i7
ERHITS & UNIT
Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WAS'1'r;LOAD ALL
(!' APl1:32
Request
Town of Catawba WWTP
NC0025542
Domestic - 90% / Industrial -10%
Existing
Renewal
Lyle Creek
C (Proposed as WS-IV Critical Area)
030832
Catawba ,cr
Mooresville'
Kepler
12/19/91
E14NE
pj6FDEPT. Or NATURAL
/ RESOURCES AND
VOMMUNITY DEVELOPMENT
MAR 0 4 1992
risrom er EMYIRQMMEMTAI MANAGEMENT
YOORESYIuE REUIOML OFFICE
Stream Characteristic:
USGS #
Date:
Drainage Area (m12):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
0214249000
5/88
72.8
16
29
84
34
2.1
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility requesting renewal of existing permit. Per WQ samples taken in 1989 by Regional Office,
Tech Support recommends existing limits with additional monitoring/limits for metals and toxicity
requirement. *Phenols limit based on proposed reclassification of this segment of Lyle Creek to
WS-IV Critical Area. If reclassification is not approved, limit can be deleted.
FQGc L; w; J1 t C.uri-1 L ckn Ct�n-i r` ' CkL r1' M ltY4.0A47
Special Sch ule Requirements an additional comments om Reviewers:
o• GoL,4 VI 4 %.0 3—a —9z me,
Recommended by;
Reviewed by
Instream Assessment:
Regional Supervisor: /
Permits & Engineering:
c-f-r
C
am 06A-61-cryk.
CC) v-v'--1
Date: 2/10/92
Date:
Date:
Date:
MAR 2 3 1992
RETURN TO TECHNICAL SERVICES BY:

2
Existing Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
Residual Chlorine (4/1):
Oil & Grease (mg/1):
TP (mg/1):
TN (mg/1):
Recommended Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
Residual Chlorine (µg/1):
Copper (14/1):
Zinc (µg/1):
Cyanide (14/1);
Phenols (141);
TP (mg/1):
TN (mg/1):
Toxicity Requirement
CONVENTIONAL PARAMETERS
Monthly Average
Summer Winter
0.225
30
monitor
nr
30
200
6-9
monitor
monitor
monitor
Monthly Average
Summer Winter WQ or EL
0.225
30 WQ
monitor
nr
30 WQ
200 WQ
6-9 WQ
monitor WQ
monitor WQ
monitor WQ
Maw-6 r WQ
47 WQ
monitor EL
monitor EL
Chronic
@ 2.1%
Limits Changes Due To: Parameter(s) Affected
Change in 7Q10 data
Change in stream classification Phenols
Relocation of discharge
Change in wasteflow
Other (onsite toxicity study, interaction, etc.) Copper,Zinc, Cyanide
Instream data
New regulations/standards/procedures
New facility information
X Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
OR

4
INSTREAM MONITORING REQUIREMENTS
Upstream Location:
Downstream Location:
Parameters:
Special instream monitoring locations or monitoring frequencies:
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility den}onstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes V No
If no, which parameters cannot be met? may �� ��. &/*&t7.
1
Would a "phasing in" of the new limits be appropriate? Yes No .
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
If no, why not?
Special Instructions or Conditions
Wasteload sent to EPA? (Major) N (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

d�
Facility Name /''` C h'9-
Permit # NG da 2$ Z
Pipe # 6a/
CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
(**Chronic Toxicity (Ceriodaphnia) P/F at-24 %, ff6 41'Y JoG Aloe , See Part , Condition .)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay
Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality
is a•/ % (defined as treatment two in the North Carolina procedure document). The permit holder shall perfonn
quarterly monitoring using this procedure to establish compliance with the permit condition. The first test will be
performed after thirty days from the effective date of this permit during the months of
f $ r 4+v6- N 0 . 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 parameter code TGP3B.
Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607-6445
Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in
association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity
sample must be measured and reported if chlorine is employed for disinfection of the waste stream.
Should any single quarterly 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 will
revert to quarterly in the months specified above.
Should any test data from this 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 and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the 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 r 6 cfs
Permitted Flow o - 22,r MGD Recommended by:
IWC%o �Y
Basin & Sub -basin eTZ 32.
Receiving Stream Lq/E. C't£/G
County C h.¢ kg
QCLR Version 9191

02/10/92 ver 3.1 TOXICS REV I E W
Facility: TOWN OF CATAWBA
NPDES Permit No.: NC0025542
Status (E, P, or M) : E
Permitted Flow: 0.2 mgd
Actual Average Flow: 0.1 mgd
Subbasin: '030832
Receiving Stream: LYLE CREEK I PRETREATMENT DATA I----EFLLUENT DATA---- I
Stream Classification: WS-III I ACTUAL PERMITTEDI I
7Q10: 16.0 cfs I Ind. + Ind. + I FREQUENCY I
IWC: 2.13 % I Domestic PERMITTED Domestic 1 OBSERVED of Chronic)
Stn'd / Bkg I Removal Domestic Act.Ind. Total Industrial Total I Eflluent Criteria I
Pollutant AL Conc. 1 Eff. Load Load Load Load Load I Conc. Violations)
(ug/1) (ug/1) 1 4 (#/d) (#/d) (#/d) (#/d) (#/d) 1 (ug/1) (#vio/#sam)1
Cadmium S 2.0 1 0%
Chromium S 50.0 1 0%
Copper AL 7.0 1 0%
Nickel S 25.0 1 0%
Lead S 25.0 I 0%
Zinc AL 50.0 1 0%
Cyanide S 5.0 1 08
Mercury S 0.012 1 0%
Silver AL 0.06 1 0%
Selenium S 5.00 1 0%
Arsenic S 50.00 1 0%
Phenols S 1.0 1 0%
NH3-N C 1 0%
T.R.Chlor.AL 17.0 1 0%
Pollutant
84.0
180.0
40.0
8.0
I
P
U
T
S
E
C
T
0
N
ALLOWABLE PRDCT'D PRDCT'D PRDCT'D MONITOR/LIMIT I--ADTN'L RECMMDTN'S--
Effluent Effluent Effluent Instream 1 Recomm'd
Conc. using using Conc. Based on Based on Based on 1 FREQUENCY INSTREAM
Allowable CHRONIC ACTUAL PERMIT using ACTUAL PERMITTED OBSERVED 1 Eff. Mon. Monitor.
Load Criteria Influent Influent OBSERVED Influent Influent Effluent 1 based on Recomm'd ?
(#/d) (ug/1) (ug/1) (ug/1) (ug/1) Loading Loading Data 1 OBSERVED (YES/NO)
Cadmium S 1 0.17 93.756 0.000 0.000 0.00
Chromium S 1 4.34 2343.907 0.000 0.000 0.00
Copper AL 1 0.61 328.147 0.000 0.000 1.79
Nickel S 1 2.17 1171.953 0.000 0.000 0.00
Lead S 1 2.17 1171.953 0.000 0.000 0.00
Zinc AL 1 4.34 2343.907 0.000 0.000 3.84
Cyanide S 1 0.43 234.391 0.000 0.000 0.85
Mercury S 1 0.00 0.563 0.000 0.000 0.00
Silver AL 1 0.01 2.813 0.000 0.000 0.00
Selenium S 1 0.43 234.391 0.000 0.000 0.00
Arsenic S I 4.34 2343.907 0.000 0.000 0.00
Phenols S 1 0.09 46.878 0.000 0.000 0.17
NH3-N C 1 0.000 0.00
T.R.Chlor.AL 1 796.928 0.00
Monitor
Monitor
Limit
I A
I N
Monthly NO 1 A
I L
I Y
Monthly NO 1 S
NCAC NO 1 I
I S
I I R
I I E
Limit 1 NCAC NO I S
I I U
I I L
I I T
I 1 S

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4:10.94
3o9t: 3Yci
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X----ec"%-) -4- /O /6 Gf7-iZi-f I2n-` T AI-, 97 y
0/7-:-/-4f1/6i vt-tac,,—;--C-.-P 7.„1.r6,,,,c -7ii:/-zzeo, ,,,3t-, 61,1,0_ „,,,,h.,,,/,,,, i'`-
1..„',z<T ,/- 7;-y_ r.'3 „t 1,..,:,,,,,u , -7,4,7 /-, 4, 4 ,_'44-, 1•1,27- ,47--
(O.2Zs* /.Sr)
CO, ZZ s /, s.f)
2/ c-M/r70
D, r
/c
, azr is = z,/%
33 / / Le-e ar , >" jam,
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ilU fya'
ool
At« (...E
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e)
0,3Sc6 0,3r

01/30/92 ver 3.1 T OXICS P. E V I E W
Facility: TOWN OF CATAWBA
NPDES Permit No.: NC0025542
Status (E, P, or M) : E
Permitted Flow: 0.2 mgd
Actual Average Flow: 0.1 mgd
Subbasin: '030832
Receiving Stream: LYLE CREEK I PRETREATMENT DATA I----EFLLUENT DATA ----
Stream Classification: C I ACTUAL PERMITTEDI
7Q10: 16.0 cfs I Ind. + Ind. + 1 FREQUENCY
IWC: 2.13 % I Domestic PERMITTED Domestic I OBSERVED of Chronic
Stn'd / Bkg 1 Removal Domestic Act.Ind. Total Industrial Total 1 Eflluent Criteria
Pollutant AL Conc. 1 Eff. Load Load Load Load Load 1 Conc. Violations
(ug/l) (ug/1) 1 % (#/d) (#/d) (#/d) (#/d) (#/d) 1 (ug/1) (#vio/#sam)
Cadmium S 2.0 1 0%
Chromium S 50.0 1 0%
Copper AL 7.0 1 0%
Nickel S 88.0 1 0%
Lead S 25.0 1 0%
Zinc AL 50.0 1 0%
Cyanide S 5.0 1 0%
Mercury S 0.012 1 0%
Silver AL 0.06 1 0%
Selenium S 5.00 1 0%
Arsenic S 50.00 1 0%
Phenols S NA 1 0%
NH3-N C 1 0%
T.R.Chlor.AL 17.0 1 0%
Pollutant
84.0
180.0
90.0
I
N
P
U
T
S
E
C
T
I
0
N
ALLOWABLE PRDCT'D PRDCT'D PRDCT'D MONITOR/LIMIT I--ADTN'L RECMMDTN'S--
Effluent Effluent Effluent Instream 1 Recomm'd
Conc. using using Conc. Based on Based on Based on 1 FREQUENCY INSTREAM
Allowable CHRONIC ACTUAL PERMIT using ACTUAL PERMITTED OBSERVED 1 Eff. Mon. Monitor.
Load Criteria Influent Influent OBSERVED Influent Influent Effluent 1 based on Recomm'd ?
(#/d) (ug/1) (ug/1) (ug/1) (ug/1) Loading Loading Data 1 OBSERVED (YES/NO)
Cadmium S I 0.17 93.756 0.000 0.000 0.00
Chromium S 1 4.34 2343.907 0.000 0.000 0.00
Copper AL 1 0.61 328.147 0.000 0.000 1.79
Nickel S 1 7.65 4125.276 0.000 0.000 0.00
Lead S 1 2.17 1171.953 0.000 0.000 0.00
Zinc AL 1 4.34 2343.907 0.000 0.000 3.84
Cyanide S 1 0.43 234.391 0.000 0.000 0.85
Mercury S 1 0.00 0.563 0.000 0.000 0.00
Silver AL 1 0.01 2.813 0.000 0.000 0.00
Selenium S 1 0.43 234.391 0.000 0.000 0.00
Arsenic S 1 4.34 2343.907 0.000 0.000 0.00
Phenols S 1 0.000 0.000 0.000 0.00
NH3-N C 1 0.000 0.00
T.R.Chlor.AL 1 796.928 0.00
Monitor
Monitor
Limit
Monthly NO
Monthly NO
NCAC NO
A
N
A
L
Y
S
I
S
R
E
S
U
L
T
S

Town of Catawba
CHLORINE ANALYSIS
7Q10:
CL2 Effl. Conc:
AL (17/19 ug/1) :
Upstream CL2 Conc.:
Design Flow:
Predicted CL2 Downstream:
CL2 Limit:
16.0000 cfs
2.4000 mg/1
17.0000 ug/1
0.0000 ug/1
0.2250 MGD
51.20 ug/1
0.051196 mg/1
796.9283 ug/1
0.796928 mg/1

Town of Catawba
AMMONIA ANALYSIS
7Q10: 16.0000 cfs
NH3 Effl. Conc: 1.3300 mg/1
AL (1/1.8 mg/1) : 1000.00 ug/1
Upstream NH3 Conc.: 220.0000 ug/1
Design Flow: 0.2250 MGD
Predicted NH3 Downstream: 243.68 ug/1
0.243678 mg/1
NH3 Limit: 36784.94 ug/1
36.78494 mg/1
AMMONIA ANALYSIS (WINTER)
7Q10: 29.0000 cfs
NH3 Effl. Conc: 1.3300 mg/1
AL (1/1.8 mg/1) : 1800.00 ug/1
Upstream NH3 Conc.: 220.0000 ug/1
Design Flow: 0.2250 MGD
Predicted NH3 Downstream: 233.19 ug/1
0.233190 mg/1
NH3 Limit: 133183.5 ug/1
133.1835 mg/1

DIVISION OF ENVIRRONMENTAL MANAGEMENT
COUNTY
RIVER BASIN 1.,.C.fl+� 1.
REPORT TO: ARO FRO RO RO WaRO WIRO WSRO TS
AT BM
Other
Shipped by: BusiCourier Staff, Other
COLLECTOR(.): V � 4�?rrra •R
Estimated BOD Range: 0-5/5-25/25-65/40-130 or 100 plus
Seed: Yes ❑ No ❑ Chlorinated: Yes) No 0
Wip QUALITY FIELD -LAB FORM (DM1)
PRIORITY
❑AMBIENT 0 QA
IOMPLIANCE ❑ CHAIN
OF CUSTODY
❑ EMERGENCY
STATION LOCATION: O ktii r
REMARKS:
1
SAMPLE TYPE
❑-STREAM
❑ LAKE
❑ ESTUARY
For Lab Use ONLY
c-. r/, I '' / L.-/' ; -
Lab Number: f. +.._' -./ ' J•_.. r
!
Date Receiv�edy^� % i � im�e: i'/ (( ,
Rec'd by:•GT 1 From: Bus-ourier-Hand De�i
DATA ENTRY BY: I .. % _-`'..': " CK: J
' DATE;REPORTED: f :7).- 'r; (`1
r
Station/�%#
DateBegin(`y-yy�/mm/did/)
Time Begin
Date End
Time End
Depth DM DB DBM
Value Type
r ' ::.;
.Composite
.Sample T
e
•! 1 C o o 2.
4
V i, 0 1,) 41
i�,
. t
A H
L
T ' S
B- ::
; C G
GNXX
BOD5 310
mg/I
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
C0D Hugh 340
COD Low 335
mg/1
mg/I
Coliform: MF Fecal 31616 /100m1
Coliform: MF Total 31504 /100m1
Coliform: Tube Fecal 31615 /100m1
Coliform: Fecal Strep 31673 /100m1
Residue: Total 500
mg/I
Volatile 505 mg/I
Fixed 510 mg/1
Residue: Suspended 530 mg/I
Volatile 535
mg/1
Fixed 540 mg/1
pH 403 units
Acidity to pH 4.5 436 mg/1
Acidity to pH 8.3 435 mg/1
Alkalinity to pH 8.3 415 mg/I
Alkalinity to pH 4.5 410 mg/1
TOC 680
Turbidity 76
mg/1
NTU
Chloride 940
mg/I
Chl a: Tri 32217
ug/1
Chl a: Corr 32209
ug/1
Pheophytin a 32213
ug/I
Color: True 80
Pt -Co
Color:(pH ) 83
ADMI
Color: pH 7.6 82
ADMI
yCyanide
\
720
mg=/1•-
Fluoride 951
mg/I
Formaldehyde 71880
mg/1
Grease and Oils 556
mg/1
Hardness Total 900
mg/1
Specific Cond. 95
uDfhos/cm2
MBAS 38260
mg/I
[
Phenols 32730
ug/1
Sulfate 945
mg/I
Sulfide 745
mg/I
NH3 as N 610
mg/I
TKN as N 625
mg/1
NO2 plus NO3 as N 630
mg/1
P: Total as P 665
mg/I
PO4 as P 70507
mg/1
P: Dissolved as P 666
mg/1
X
Cd-Cadmium 1027 L z 0
ug/1
.)(
CrChromium:Total 1034 e, 25
ug/1
!(
Cu-Copper 1042 84
ug/1
h
Ni-Nickel 1067 410
ug/I
X
Pb-Lead 1051 < 10
ug/1
X(a
1\Zn-Zinc 1092 18,0ug/1
Ag Silver 1077 ,- r Q
J
ug/1
-
Al -Aluminum 1105
ug/I
Be -Beryllium 1012 4 Lc
ug/1
Ca -Calcium 916
mg/I
Co -Cobalt 1037
ug/1
Fe -Iron 1045
ug/1
Li-Lithiurn:1132 ug/I
Mg -Magnesium 927 mg/1
XMn-Manganese
1055 4. 25 ug/1
Na-Sodium 929 mg/1
Arsenic:Total 1002 ug/I�
Se -Selenium 1147 ug/i
Fig -Mercury 71900 ug/I •
Organochiorine Pesticides
Organophosphorus Pesticides.
Acid Herbicides
Base/ Neutral Extractable Organics
Acid Extractable Organics
Purgeabie Organics (VOA bottle reg'd)
Phytopiankton
Sampling Point %
2
Conductance at 25 C
94
Water Temperature C)
10
D.O. mg/1
300 (•
pH
400 )•
Alkalinity
pH 8.3
82244
pH 4.5
431
Acidity
pH 4.5
82243
pH 8.3
82242
Air Temperature (C)
20
Salinity %
480
Precipition On/day)
45
Cloud Cover %
32
Wind Direction (Deg)
36
Stream Flow Severity
1351
Turbidity Severity
1350
Wind Velocity M/H
35
Mean Stream Depth ft.
64
Stream Width ft.
4
DM1/Revised 10/86 ,