Report on Altoona Reservoir, Bartow, Cherokee and Cobb Counties, Georgia: EPA Region IV Working Paper No. 281


U.S. ENVIRONMENTAL PROTECTION AGENCY
NATIONAL EUTROPHICATION SURVEY
WORKING PAPER SERIES
Report
on
ALLATOONA RESERVOIR
BARTOW, CHEROKEE, and COBB COUNTIES
GEORGIA
EPA Region IV
Working Paper No, 281
PACIFIC NORTHWEST ENVIRONMENTAL RESEARCH LABORATORY
An Associate Laboratory of the
NATIONAL ENVIRONMENTAL RESEARCH CENTER - CORVALLIS, OREGON
and
IONAL ENVIRONMENTAL RESEARCH CENTER - LAS VEGAS, NEVADA

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Report
on
AUATOONA ESERVOIR
BARTOW, CHEfDKEEi and COBB (DUTIES
EORGIA
EPA Region IV
Working Paper No, 281
With the cooperation of the
Georgia Department of Natural Resources
and THE
Georgia National Guard
June, 1975

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i
CONTENTS
Page
Foreword	ti
List of Georgia Study Lakes	iv
Lake and Drainage Area Map	y
Sections
I. Conclusions	1
II. Lake and Drainage Basin Characteristics	4
III. Lake Water Quality Sumnary	5
IV. Nutrient Loadings	1]
V. Literature Reviewed	19
VI. Appendices	20

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i i
FOREWORD
The National Eutrophication Survey was initiated in 1972 in
response to an Administration commitment to investigate the nation-
wide threat of accelerated eutrophication to fresh water lakes and
reservoirs.
OBJECTIVES
The Survey was designed to develop, in conjunction with state
environmental agencies, information on nutrient sources, concentrations,
and impact on selected freshwater lakes as a basis for formulating
comprehensive and coordinated national, regional, and state management
practices relating to point-source discharge reduction and non-point
source pollution abatement in lake watersheds.
ANALYTIC APPROACH
The niathematical and statistical procedures selected for the
Survey's eutrophication analysis are based on related concepts that:
a.	A generalized representation or model relating
sources, concentrations, and impacts can be constructed.
b.	By applying measurements of relevant parameters
associated with lake degradation, the generalized model
can be transformed into an operational representation of
a 1ake, its drainage basin, and related nutrients.
c.	With such a transformation, an assessment of the
potential for eutrophication control can be made.
LAKE ANALYSIS
In this report, the first stage of evaluation of 1 ake and 'water-
shed data collected from the study lake and its drainage basin is
documented. The report is formatted to provide state environmental
agencies with specific information for basin planning [§303(e}1, water
quality criteria/standards review [5303(c)], clean 1akes [§314(a,b)],
and water quality monitoring [§106 and 1305(b)] activities mandated
by the Federal Water Pollution Control Act Amendments of 1972.

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i ii
Beyond the single lake analysis, broader based correlations
between nutrient concentrations (and loading} and trophic condi-
tion are being made to advance the rationale and data base for
refinement of nutrient water quality criteria for the Nation's
fresh water lakes. Likewise, multivariate evaluations for the
relationships between land use, nutrient export, and trophic
condition, by lake class or use, are being developed to assist
in the formulation of planning guidelines and policies by EPA
and to augment plans implementation by the states.
ACKNOWLEDGMENT
The staff of the National Eutrophication Survey (Office of
Research & Development, U. S. Environmental Protection Agency)
expresses sincere appreciation to the Georgia Department of
Natural Resources for professional involvement and to the Georgia
National Guard for conducting the tributary sampling phase of the
Survey.
Joe D. Tanner, Commissioner of the Department of Natural
Resources; J. Leonard Ledbetter, Director of the Environmental
Protection Division; Ralph S. Howard, Jr., Environmental Affairs
Coordinator; Gene B. Welsh, Chief of the Water Protection Branch;
Edward T. Hall, Jr., Unit Coordinator; and Broughton A. Caldwell,
R. Marshall Gaddis, William D. Kennedy, and Kenneth W. Martin,
Environmental Specialists, provided invaluable lake documentation
and counsel during the Survey, reviewed the preliminary lake reports,
and provided critiques most useful in the preparation of this
Working Paper series.
Major General Joel B. Paris, III, then the Adjutant General of
Georgia, and Project Officer Lt. Colonel John R. Ranier, who directed
the volunteer efforts of the Georgia National Guardsmen, are also
gratefully acknowledged for their assistance to the Survey.

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IV
NATIONAL EUTR0PHICATION SURVEY
STUDY LAKES
STATE OF GEORGIA
LAKE NAME
A! latoona
Blackshear
Blue Ridge
Burton
Chatuge
Clark Hill
Harding
Hartwel1
High Falls
Jackson
Nottely
Seminole
Sidney Lanier
Sinclair
Walter F. George
COUNTY
Bartow, Cherokee, Cobb
Crisp, Dooly, Lee, Sumpter,
Worth
Fannin
Rabun
Towns, GA; Clay, NC
Columbia, Elbert, Lincoln,
McDuffie, MWi1ks, GA;
Abbevil1e, HcCormick, SC
Harris, GA; Chambers, Lee, AL
Franklin, Hart, Stephens, GA;
Anderson, Oconee, Pickens, SC
Butts, Lamar, Monroe
Butts, Jasper, Newton
Union
Decatur, Seminole, GA;
Jackson, FL
Dawson, Forsyth, Gwinnett,
Hall, Lumpkin
Baldwin, Hancock, Putnam
Clay, Quitman, Stewart, GA;
Barbour, Henry, Russell, AL

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V
ALLATOONA RESERVOIR
Drainage Area Boundary
Tributary Sampling Site
Lake Sampling Site
Sewage Treatment Facility
Seal
,cs
AfCO
Al-pba ref FQ
Hap Location

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ALLATOONA RESERVOIR*
STORET NO. 1301
I. CONCLUSIONS
A.	Trophic Condition:
Survey data indicate that Allatoona Reservoir is eutrophic.
Allatoona Reservoir ranked seventh in overall trophic quality
when the 14 Georgia lakes sampled in 1973 were compared using
a combination of six lake parameters**. Five of the lakes had
less median total phosphorus, four had less and two had the
same dissolved phosphorus, five had less and one had the same
median inorganic nitrogen, nine had less median chlorophyll a_,
and seven had greater Secchi disc transparency. Depression of
dissolved oxygen with depth occurred at all sampling stations in
July and at all but station 3 in September. In Novembers after
the reservoir had destratified, dissolved oxygen in the shallowest
samples ranged from 75% of saturation at station 1 (7.2 mg/1) to
94% of saturation at station 3 (10.0 mg/1}.
Survey 1imnologists did not observe any nuisance conditions
during the lake sampling.
B.	Rate-Limiting Nutrient:
The algal assay results indicate phosphorus limitation at
the time the samples were taken (06/30-07/01/73). The lake
* Table of metric conversions—Appendix A.
** See Appendix B.

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2
data indicate phosphorus limitation at the other sampling
times as wel1.
C. Nutrient Controllability:
1. Point sources—During the sampling year, All a to on a
Reservoir received a total phosphorus load at a rate of 2.07
g/m2/yr. This rate is nearly twice that proposed by Vol len-
weider (Vollenweider and Dillon, 1974) as a eutrophic rate
(see page 18). Of that load, at least 26.8% was from point
sources.
Of the 27 known domestic wastewater treatment plants, the
1argest contributors were Canton (5.2%), Kennesaw (6.8%), and
Acworth (5.0%). The phosphorus contributions of four industries
impacting the reservoir are not known but are included in the
"non-point" loads. Depending on the nutrient content of the
industrial wastes, the point-source phosphorus input could be
much higher than that indicated.
While even complete removal of phosphorus at the listed
domestic point sources would still leave a loading rate of 1.52
g/m2/yr, or 0.40 g/m2/yr in excess of the eutrophic rate, it
is likely that a high degree of point-source phosphorus control
would result in an improved trophic condition of Allatoona
Reservoir, particularly if the unknown industrial loads consti-
tute a significant portion of the total point-source load.

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3
2. Non-point sources—It 1s calculated that non-point
sources, including precipitation and the unknown industrial
contributions, accounted for just over 73% of the total
phosphorus load to the reservoir during the sampling year.
Generally, the phosphorus export rates of the reservoir
tributaries (see page 17) are comparable to rates of other
Georgia streams sampled; e.g., four unimpacted tributaries of
Lake Sidney Lanier* had a mean export rate of 30 kg/km2/yr
(range of 26 to 36 kg/km2/yr).
* Working Paper No. 293.

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4
II. LAKE AND DRAINAGE BASIN CHARACTERISTICS
+
A.	Lake Morphometry :
1.	Surface area: 48.00 kilometers2.
2.	Mean depth: 9.4 meters.
3.	Maximum depth: 45.1 meters,
4.	Volume: 451.200 x 106 m3.
5.	Mean hydraulic retention time: 103 days.
B.	Tributary and Outlet:
(See Appendix C for flow data)
1. Tributaries -

Drainage
Mean flow
Name
area (km2)*
Cm3/sec}*
Etowah River
1,675.7
34.6
Shoal Creek
173.5
2.6
Little River
354.8
5.0
Noonday Creek
126.9
1.8
Allatoona Creek
72.5
1.0
Stamp Creek
46.6
0.7
Lake Acworth outlet
49.2
0.7
Minor tributaries &


immediate drainage -
297.8
4.2
Totals
2,797.0
50.6
Outlet -


Etowah River
2,845.0**
50.6
C. Preci pi tation***:
1.	Year of sampling: 144.2 centimeters.
2.	Mean annual: 124.7 centimeters.
tTOTTlW^
* For limits of accuracy, see Working Paper No. 175, "...Survey Methods,
1973-1976".
** Total area adjusted to equal sum of subdrainage areas plus area of the
lake.
*** See Working Paper No. 175.

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5
III. LAKE WATER QUALITY SUMMARY
Allatoona Reservoir was sampled three times during the open-water
season of 1973 by means of a pontoon-equipped Huey helicopter. Each
time, samples for physical and chemical parameters were collected from
six stations on the lake and from a number of depths at each station
(see map, page v). During each visit, a single depth-integrated
(4.6 m or near bottom to surface) sample was composited from the six
stations for phytoplankton identification and enumeration; and during
the first visit, two 18.9-liter depth-integrated samples were com-
posited for algal assays (stations 1, 2, and 3 were combined, and
stations 4, 5, and 6 were combined). Also each time, a depth-integrated
sample was collected from each of the stations for chlorophyll a_ analy-
sis. The maximum depths sampled were 39.9 meters at station 1, 16.8
meters at station 2, 4.6 meters at station 3, 13.1- meters at station 4,
7.3 meters at station 5, and 11.6 meters at station 6.
The lake sampling results are presented in full in Appendix D and
are summarized in the following table.

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A. SUMMARY OF PHYSICAL and
1ST SAMPLING f 7/ 1/73)
6 SITES
CHEMICAL CHARACTERISTICS FOR ALLATOONA RESERVOIR
STORE! CODE 1301
2ND SAMPLING ( 9/17/73)
6 SITES
3RD SAMPLING I 11/12/73)
6 SITES
PARAMETER
RAM6E
MEAN
MEDIAN
RANGE
MEAN
MEDIAN
rtANGE
HE AN
MEDIAN
TEMP 
20.2
-
29.1
25.3
24.6
21.4
-
27.1
25. 1
2S.2
9.6
-
16,7
14.3
15.2
DISS OXY (MG/Li
o.s
-
8.6
4.M
4.9
0.0
-
B.O
3.6
4.0
6.2
-
10.0
8.2
£!. 2
CNOCTVY (MCHOHOl
50.
-
63.
SI,
50.
32.
-
B2.
45.
42.
26.
-
45.
35.
34.
PH (STAND UNITS)
5.7
-
8.7
7.0
6.6
b.l
-
7.4
6.5
6.4
6.5
-
7.0
6.7
6.7
Tof ALK (MG/L)
11.
-
27.
16.
15.
10.
-
21.
17.
17.
16.
-
30.
20.
19.
TOT P (MG/L)
0.012
-
0.084
0.024
0.020
0.008
-
0.096
0.024
0.014
0.018
-
0.090
0.030
0.026
OWlHO P (MG/L)
0.00?
-
0.006
0.003
0.003
0.003
-
0.012
0.006
0.005
0.002
-
0.018
0.010
0.011
H02*M03 (MG/L)
0.050
-
0.340
0.121
o.too
0.020
-
0.270
0.064
0.030
0.040
-
0.340
0,082
0.060
AMMONIA (MG/L)
0,050
-
0.240
0.102
o.oab
0.040
-
0.040
0.138
0.080
0.040
-
0.120
0.074
0.080
KJEL N (MG/L)
0.200
_
1. 100
0.400
0.300
0.200
-
1.400
0.759
o.aoo
0.200
-
0.500
0.254
0 .200
1NQRG N (MG/L)
O.tlO
-
S.540
0.223
0.205
0.060
-
0.M60
0.201
0.120
0.090
-
0.430
0.156
0.140
TOTAL N (MG/L)
0.250
-
1.190
0.S21
0.42s,
0.240
-
1.440
0.023
0.820
0.240
-
0.640
0.336
0.275
CHIRPY I A (UG/L)
*1.0
-
11.2
6.7
5.4
4.6
-
13.5
8.4
8.0
2.9
-
20. b
7.3
5.1
SECCMI (MEIEHS)
1.4
_
2.0
1.7
1.7
1.1
-
2.1
1.6
1.6
0 .9
-
1.2
1.1
1.2

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7
B. Biological characteristics:
1. Phytoplankton -
Sampling
Date
06/30/73
09/17/73
11/12/73
Dominant
Genera
]. Anabaena
2.	Melosira
3.	Peridinium
4.	Scenedesmus
5.	Merismopedia
Other genera
Total
1.	Raphidiopsis
2.	Lyngbya
3.	Achnanthes
4.	Merismopedia
5.	Cryptomonas
Other genera
Total
1.	Melosira
2.	Flagellates
3.	Synedra
4.	Cryptomon*as
5.	Centric diatoms
Other genera
Algal units
per ml	
953
318
136
136
136
411
2,090
7,411
5,188
889
519
445
3,408
17,860
1 ,433
302
264
189
189
489
Total
2,866

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8
Chlorophyll a_ -
Sampling Station	Chlorophyll a_
Date , Number	(yg/1)	
06/30 -07/01/73 01	4.6
02	11.2
03	6.1
04	9.9
05	4.0
06	4.7
09/17/73	01	4.6
02	6.3
03	10.1
04	6.7
05	13.5
06	9.3
11/12/73 01	3.8
02	6.5
03	6.4
04	20.8
05	3.4
06	2.9
C. Limiting Nutrient Study:
1. Stations 1, 2, and 3 (June 30, 1973) -
a. Autoclaved, filtered, and nutrient spiked -
Ortho P	Inorganic N Maximum yield
Spike (mq/1)	Cone, (mq/1) Cone, (mg/1) (mg/1-dry wt.)
Control	0.006	0.114	0.1
0.010 P	0.016	0.114	0.8
0.020 P	0.026	0.114	2.8
0.050 P	0.056	0.114	3.5
0.025 P	+ 0.5 N 0.031	0.614	8.4
0.050 P	+ 1.0 N 0.056	1.114	19.0
1.0 N	0.006	1.114	0.1

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9
b. Filtered and nutrient spiked -
Ortho P	Inorganic N Maximum yield
Spike (mg/1) Cone, (mq/1) Cone, (mq/1) (mg/1-dry wt.)
Control ¦ 0.003 0.108	0.1
0.010 P 0.013 0.108	1.3
0.020 P 0.023 0.108	2.8
0.050 P 0.053 0.108	3.0
0.025 P + 0.5 N 0.028 0.608	10.0
0.050 P + 1.0 N 0.053 1.108	21,5
1.0 N 0.003 1 .108	0.1
2. Stations 4, 5, and 6 (July 1, 1973) -
a. Autoclaved, filtered, and nutrient spiked -
Ortho P Inorganic N	Maximum yield
Spike (mq/1) Cone, (mg/1) Cone. (mg/1)	(mg/1-dry wt.)
Control 0.015	0.180	0.2
0.010 P 0.025	0.180	4.1
0.020 P 0.035	0.180	6.7
0.050 P 0.065	0.180	8.2
0.025 P + 0.5 N 0.040	0.680	9.1
0.050 P + 1.0 N 0.065	1.180	16.6
1 .0 N 0.015	1 .180	0.2
b. Filtered and nutrient spiked	-
Ortho P	Inorganic N	Maximum yield
Spike (mg/1) Cp_nc._(mg/11	Cone, (mg/1)	(mg/1-dry wt.)
Control	0.014	0.220	0.1
0.010 P	0.024	0.220	2.7
0.020 P	0.034	0.220	5.3
0.050 P	0.064	0.220	6.2
0.025 P + 0.5	N 0.039	0.720	10.0
0.050 P + 1.0	N 0.064	1.220	18.1
1.0 N	0.014	1.220	0.1
3. Discussion -
The control yields of the assay alga, Selenastrum capri-
cornutum, indicate that the potential primary productivity

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10
of Allatoona Reservoir was low at the time the sample was
collected, A1so, the increased yields with increased
orthophosphorus and the lack of yield response when only
nitrogen was added indicate that phosphorus was limiting
at the time the sample was collected.
The lake chemistry data also indicate phosphorus limita-
tion; i.e., the mean inorganic nitrogen to orthophosphorus
ratios were 16 to 1 or greater at all sampling times.

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11
IV. NUTRIENT LOADINGS
(See Appendix E for data)
For the determination of nutrient loadings, the Georgia National
Guard collected monthly near-surface grab samples from each of the
tributary sites indicated on the map (page v), except for the high
runoff months of January and February when two samples were collected
at most sites. Sampling was begun in March, 1973, and was completed
in March, 1974.
Through an interagency agreement, stream flow estimates for the
year of sampling and a "normalized" or average year were provided by
the Georgia District Office of the U.S. Geological Survey for the
tributary sites nearest the lake.
In this report, nutrient loads for sampled tributaries were deter-
mined by using a modification of a U.S. Geological Survey computer
program for calculating stream loadings*. Nutrient loads shown are
those measured minus point-source loads, if any.
Nutrient loads for unsampled "minor tributaries and immediate
drainage" ("ZZ" of U.S.G.S.) were estimated using the means of the
nutrient loads, in kg/km2/year, at stations B-l, E-1 , and F-l and
multiplying the means by the ZZ area in km2.
The operators of the Acworth, Canton, and Kennesaw wastewater
treatment plants provided monthly effluent samples and corresponding
flow data. Nutrient loads from the following point sources were
* See Working Paper No. 175.

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12
estimated at 1.134 kg P and 3.40] kg N/capi ta/year: City of Jasper,
City of Nelson, Shadowwood MHP, Oak Grove El em. School, Bell's Ferry
HHP, Woodstock Medical Clinic, Canton Nursing Home, Huntington Woods
SD, Canton Road Plaza, Reinhardt College, Moore's School, Red Top Mt.
State Park, Third Army Rec. Area, Allatoona Enterprises (Allatoona
Landing), Haven Hill SD, Shilo Hills SD, Lincoln SD, Piedmont Hills
SD, Maggie Valley SD, Allatoona Plaza, and Awtry Jr. High School.
Nutrient loads for the Iron Hill Rec. Area, Bells Ferry School,
and the industrial sources shown are not known.

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13
4-
A. Waste Sources :
1. Known munclpal -
Name
Pop.

Mean Flow++
Receiving
Served
Treatment
k3/d)	
Water
City of Canton
4,000
act. sludge
1,044.7
Etowah River
City of Nelson
1,500
trickling
567.8
Sharp Ht. Creek


filter

City of
6,000*
trickling
2,517.0
Noonday Creek
Kennesaw

filter

City of Acworth 2,000
act. sludge
1,173.4
Tanyard Creek
Shadowwood HHP
1,000
stab, pond
378.5
Owl Creek
Oak Grove
200
stab, pond
75.7
Trib. to Kellogg
El em. School



Creek
Bell 's Ferry MHP 400
act. sludge
151.4
Posey Creek/




Noonday Creek
Woodstock Medical 20
act. sludge
7.6
Rube's Creek/
Clinlc



Little River
Canton Nursing
40
act. sludge
15.1
Trib. to Etowah
Home


Ri ver
Huntington
380
act. sludge
143.8
Trib. to Noonday
Woods SD



Creek
Canton Road
100
act. sludge
37.8
Trib. to Noonday
Plaza



Creek
Bell's Ferry
unknown
unknown
unknown
Noonday Creek
School



Reinhardt College 240
act. sludge
90.8
Moore's Creek/
Moore's School



Shoal Creek
70
septic tanks
; 26.5
Moore's Creek/


+ sand filter
Shoal Creek
Red Top Ht.
110
sand filter
41.6
Allatoona Reservoir
State Park



Third Army Rec.
300
act. sludge
113.6
Allatoona Reservoir
Area



Iron Hill Rec.
unknown
waste stab.
unknown
Allatoona Reservoir
Area

pond


Allatoona
200
act. sludge
+ 75.7
Allatoona Reservoir
Enterprises

waste stab.


(Allatoona Landing)
pond


Haven Hill SD
380
act, sludge
143.8
Trib. to Lake




Acworth
Shilo Kills SD
1,000
act. sludge
378.5
Trib. to Noonday
Lincoln SD



Creek
240
waste stab.
90.8
Noonday Creek


pond

Piedmont Hills
300
waste stab.
113.6
Noonday Creek
SD

pond

Haggle Valley SD 600
waste stab.
227.1
Noonday Creek
Allatoona Plaza

pond

70
act. sludge
26.5
Noonday Creek
Awtry Jr. High
200
unknown
75.7
Proctor Creek
School




City of
1,202 f
waste stab.
pond 643.4
Polecat Creek/Sharp Ht, Cr.
Jasper**
I
waste stab.
pond 492.0
Unnamed Cr./ Sharp Ht. Cr.
t Anonymous*. 1972
tf Except for Acworth, Canton, and Jasper, estimated at 0.3785 m'/capita/day.
* Treatment pi ant questionnaire.
** Anonymous, 1971; flows shown are design flows.

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14
2. Known industrial* -
Name
Type Waste Treatment
1 '"ft" mifmii mi			mi	***» u"	i ) 				VP« 			
Design Flow
(in3/day)
act. sludge 2,971.2
+ stab, pond**
stab, pond
Canton Textile dye, domes- act. sludge** 1,438.3
Hills	tic
Central Soya poultry
of Canton, processing
Inc.
Coker's Hatch- wash water
ery and Egg
Washing Plant,
Canton
Gold Kist	condensate, anaerobic,
Poultry	wash water
Rendering Plant,
Ball Ground
aerobic ponds
1.5
2,271.0
Receiving
Water
Etowah River
Blanket's Creek
Mill Creek
Etowah River
* Anonymous» 1972.
** Under construction.

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15
B. Annua! Total Phosphorus Loading - Average Year:
1. Inputs -
leg P/	% of
Source	XL		total
a. Tributaries (non-point load) -
Etowah River
46,465
46.7
Shoal Creek
2,680
2.7
Little River
13,735
13.8
Noonday Creek
2,985
3.0
Allatoona Creek
1,080
1.1
Stamp Creek
535
0.5
Lake Acworth outlet
365
0.4
Minor tributaries 1 immediate


drainage (non-point load) -
4,070
1.1
Known municipal STP's -


City of Canton
5,180
5.2
City of Nelson
1,700
1.7
City of Kennesaw
6,745
6.8
City of Acworth
4,975
5.0
City of Jasper
1,365
1.4
Shactowwood HHP
1,135
1.1
Oak Grove Elem. School
225
0.2
Bell's Ferry HHP
455
0.5
Moodstock Medical Clinic
25
<0.1
Canton Nursing Home
45
<0.1
Huntington Hoods SD
430
0.4
Canton Road Plaza
115
0.1
Bell's Ferry School
unknown
-
Reinhardt College
270
0.3
Hoore's School
80
0.1
Red Top Ht. State Park
125
0.1
Third Army Rec. Area
340
0.3
Iron Hill Rec. Area
unknown
.
Allatoona Enterprises
225
0.2
Haven Hill SD
430
0.4
Shilo Hills SD
1,135
1.1
Lincoln SD
270
0.3
Piedmont Hills SD
340
0.3
Haggle Valley SD
680
0.7
Allatoona Plaza
80
0.1
Awtry Jr. High School
225
0.2
Septic tanks* -
60
0.1
Known industrial -


Canton Textile Mills
unknown

Central Soya
unknown
_
Coker's Hatchery & Egg


Hashing Plant
unknown
_
Gold Kist Poultry Rendering


Plant
unknown
-
f. Direct precipitation** -	840	0.8
Total	99,410	100.0
I. Outputs -
Lake outlet - Etowah River	35,180
3. Net annual P accumulation - 64,230 kg.
* Estimate based on 101 shoreline dwellings and 16 camping areas; see Working
Paper Ho. 175.
** Sea Working Paper Ho. 175.

-------
IS
C, Annual Total Nitrogen loading - Average Ysdr:
1. Inputs -
kg N/ S of
Source			total
a. Tributaries (non-point load) -
Etowah River
595,080
57.3
Shoal Creek
41,620
4.0
L1 tt'.e River
159,470
15.4
Noonday Creek
33,870
3.3
ftllatoona Creek
17,535
1.7
Stamp Creek
8,400
0,8
Lake Acwortb outlet
9,220
0.9
Minor tributaries S (mediae#

drainage {non-point load)
- 65,"M 5
6.3
Known nunicipal STP's -


CI ty of Canton
2,110
0.2
C1ty of Nelson
5,100
0.5
City of Kennesaw
15,245
1,5
City of Acwortl
8,680
0.6
City of Jasper
4,090
0.1
Shadowwood HHP
3,400
0.3
Oak Grove Elem. School
680
<0.1
Bell's Ferry HHP
1,380
0,1
Woodstock Medical Clinic
70
<0.1
Can tori Nursing Home
135
<0.1
Huntington Hoods SO
1,290
0.1
Canton Road Plaza
340
<0.1
Bell1 s ferry School
unknown

Reinhardt College
815
0.1
Moore's School
240
<0,1
Red Top Mt. State Park
375
<0.1
Third Army Sec. Arm
1,020
0.1
Iron Hill Rec. Area
unknown

Allstoona Enterprises
680
<0.1
Haven Hill SO
1,290
0.1
Shilo Hills 50
3,400
0.3
Lincoln SD
81
0.1
Piedmont Hi lis SD
1,020
0.1
Maggie Valley SD
2,040
0.2
Allatoona Plaia
240
<0.1
Aw try Jr. High School
680
<0.1
Septic tanks* -
2,200
0.2
Known industrial -


Canton Textile Mills
unknown
-
Central Soya
unknown
-
Coker's Hatchery & Egg


Washing Plant
unknown
-
Gold Kist Poul try


Rendering Plant
unknown
-
Direct precipitation** -
51,820
5,0
Total
1,038,045
loo.o
2.	Outputs -
Lake outlet - Etowah River 1,076,825
3.	Net annual N loss - 40,780 kg.
* Estimate based on 101 shoreline dwellings and 16 camping areas; see Working
Paper No, 175,
** See Working Paper No. 175.

-------
17
D. Mean Annual Non-point Nutrient Export by Subdrainage Area:
Tributary	kg P/km2/yr kg N/km2/yr
Etowah River	28	355
Shoal Creek	15	240
Little River	39	449
Noonday Creek	24	267
Allatoona Creek	15	242
Stamp Creek	11	180
Lake Acworth outlet	7	187

-------
18
E, Yearly Loading Rates:
In the following table, the existing phosphorus loading
rates are compared to those proposed by Vollenweider (Vollen-
weider and Dillon, 1974), Essentially, his "dangerous" rate
is the rate at which the receiving water would become eutrophic
or remain eutrophic; his "permissible" rate is that which would
result in the receiving water remaining oligotrophia or becoming
oligotrophia if morphometry permitted. A mesotrophic rate would
be considered one between "dangerous" and "permissible".
Note that Vollenweider's model may not be applicable to
water bodies with short hydraulic retention times.
Total Phosphorus	Total Ni trogen
	Total Accumulated Total Accumulated
grams/mz/yr	2.07	1,34	21.6	loss*
Vollenweider loading rates for phosphorus
(g/mVyr) based on mean depth and mean
hydraulic retention time of Allatoona Reservoir:
"Dangerous" {eutrophic rate)	1.12
"Permissible" (oligotrophic rate) 0.56
* There was an apparent loss of nitrogen during the sampling year. This
may have been due to nitrogen fixation in the lake, solubilization of
previously sedirnented nitrogen, recharge with ni trogen-rich ground water,
unknown and unsampled point sources discharging directly to the lake, or
underestimation of the nitrogen loads from point sources. Whatever the
cause, a similar nitrogen loss has occurred at Shagawa Lake, Minnesota,
which has been intensively studied by EPA's National Eutrophication
and Lake Restoration Branch.

-------
19
V. LITERATURE REVIEWED
Anonymous, 1970. Coosa River Basin Study. GA Water Qua!. Contr.
Bd., Atlanta.
Anonymous, 1971. Inventory of water pollution control facilities.
GA Water Qual. Contr. Bd., Atlanta.
Anonymous, 1972. Georgia municipal and industrial wastewater
treatment facilities associated with reservoirs. GA Dept. of
Nat. Resources, Atlanta.
Anonymous, 1974. Water quality data for Georgia streams, 1973;
vol. 3. GA Dept. of Nat. Resources, Atlanta.
Hall, Edward T., 1974. Personal communication (lake morphometry).
GA Dept. of Nat. Resources, Atlanta.
Vollenweider, R. A., and P. J. DilIon, 1974. The application of
the phosphorus loading concept to eutrophication research.
Natl. Res. Council of Canada Publ. No. 13690, Canada Centre
for Inland Waters, Burlington, Ontario.

-------
V! i . APPFHUICES
APPENDIX A
CONVERSION FACTORS

-------
CONVERSION FACTORS
Hectares x 2.471 = acres
Kilometers x 0.6214 = miles
Meters x 3.281 = feet
-4
Cubic meters x 8.107 x 10 = acre/feet
Square kilometers x 0.3861 = square miles
Cubic meters/sec x 35.315 = cubic feet/sec
Centimeters x 0.3937 - inches
Kilograms x 2.205 = pounds
Kilograms/square kilometer x 5.711 = lbs/square mile

-------
APPTNDIX R
I.AKF RANKING')

-------
lakes	ranked by
RANK	LAKE CODE
1	1316
2	1316
3	1303
4	1311
5	1310
6	1304
7	1301 '
8	1302
9	1313
10	1312
11	1319
12	131^
13	1309
14	1317
INDEX NQS.
LAKE NAME
INDEX NO
BLUE RIDGE LAKE	524
BUNTON LAKE	523
CHAIUGE LAKE	424
NOTTELV RESERVOIR	393
LAKE SIDNEY LANIER	385
CLARK HILL RESERVOIR	309
ALLATOONA RESERVOIR	286
BLACKSHEAR LAKE	284
SINCLAIR LAKE	254
LAKE SEMINOLE	253
HIGH FALLS LAKE	192
LAKE EUFAULA	184
JACKSON LAKE	116
LAKE HARDING	77

-------
PERCENT Of LAKES WITH HIGHER VALUES (NUMBER OF LAKES WlTtf HIGHER VALUES)
LME

MEDIAN
MEDIAN
500-


MEAN
15-

MEDIAN
INDEX
CODE
LAKE NAME
TOTAL
P
INORG
N
mean
SEC
CHLORA
HIN
DO
DI
ss
p
NO
£30 I
ALLAFOONA RESERVOIR
62
<
6)
54
(
71
46
<
6)
31
<
4)
31 (
0)
62
I
7)
286
1302
BLACKSHEAR LAKE
38
<
51
31
(
4)
0
{
0>
100
f
13)
100 <
13)
15
(
2)
284
1303
CHATUGE LAKE
85
(
11)
85
<
11)
92
f
12)
09
e
9)
31 <
0)
62
(
7)
<~24
1304
CLARK HILL RESERVOIR
54
(
7)
62
(
6)
62
I
8!
54
<
7)
31 f
0)
46
(
6>
309
1309
JACKSON LAKE
8
(
1)
8
t
1)
15
(
2)
8
(
1)
69 (
9)
8
(
1)
116
1310
LAKE SIDNEY LANIER
69
(
9)
46
!
6)
77
i
10)
77
<
10)
31 i
0)
85
£
10)
305
1311
NOTTELY RESERVOIR
77
(
10)
69
(
9)
69
(
9)
62
(
8)
31 <
0)
85
t
10)
393
1312
LAKE SEMINOLE
31
f
4)
15
(
2)
38
(
S>
46
(
6)
92 <
12)
31
{
4)
253
1313
SINCLAIR LAKE
46
(
6)
38
(
5)
54
C
7)
23
t
3)
31 (
0)
62
<
7)
254
1314
LAKE EUFAULA
IS
(
2)
23
<
3)
31
(
4)
15
s
2)
77 I
10)
23
(
3)
1 84
J 316
BLUE RIDGE LAKE
<52
(
12!
92
(
12)
85
(
ID
85
t
11)
85 <
11)
as
I
10)
524
131?
LAKE HARDING
0
(
0)
0
S
0)
8
<
'
38
(
5)
31 (
0)
0
I
0)
77
1316
BURTON LAKE
100
<
13)
100
s
13) •
100
(
13)
92
t
12)
31 (
0)
100
I
13)
523
1319
HIGH FALLS I.AKE
23
{
3!
77
c
10}
23
<
3)
0
(
G)
31 {
0)
38
c
5)
192

-------
LAKE
DATA TO BE USED IN RANKINGS

LAKE
CODE
LAKE f\4KF
MEDIAN
TOTAL p
1301
ALuATOONA reservoir
0.020
1302
blackshear lake
0.035
1 JO 3
CHATUGE LA*E
0.014
1 304
CLA^K HILL RESEKV01R
0.024
1309
JACKSON LAKE
0.094
1310
LAKE SIDNEY LAME*
0.016
131 1
NUTTELV reservoir
0.0 15
1312
LAKE SEMINOLE
0.040
1313
SINCLAIR LAKE
0.028
1 314
L A E EUFAULA
0*048
1316
BLUE RIDGE LAKE
0.010
131?
LAKE HfiRDING
0.114
131a
BURTON LAKE
0.307
1319
HIGH FALLS LAKE
0.047
MEDIAN
iNCWG N
500-
MEAN SEC
MEAN
CHLOkA
15-
HIN DO
MtUIAN
DISS P
0.150
443,167
7.4 y 9
14.900
0.005
0.250
468.091
1.855
11.700
0.014
0.110
382.778
6,339
14.90 0
0,005
0. ISO
439.250
6.715
14.900
0.00 7
0.530
461.305
14.577
i 4 . fcJOO
0.027
0.180
396.417
5.431
14.900
0.004
0. 130
405.667
6.656
14,900
0.004
0.405
456.133
6,760
11 .800
0.010
0,230
440.667
8.0 06
14.900
0.005
0.345
457,667
9.083
14.400
0.011
0 - 10 5
394.689
3.078
13.000
0.004
0.640
467.536
7,43d
14.900
0.043
0.100
363.889
2.733
14.900
0.003
0.115
459.444
15.0 75
14.900
0.009

-------
APPENDIX C
TRIBUTARY FLOW DATA

-------
TRIBUTARY FLOW INFORMATION FOR GEORGIA
1/9/75
LAKE CODE 1301 ALLATOONA LAKE
TOTAL ORAINAGE AREA OF LAKE ISO KM) 2874.9
SUR-DRAINAGE	NORMALIZED FLW5CCM5I
TRIBUTARY AREA (SO KHI JAM FEB MAR	APR WAIT JUN JUL AUG SEP OCT NOV
1301*1
1675.7
42.28
53.77
60.65
56. J 0
40.IB

29.82
27.86
21.95
17.44
17.05
19.77
1301*2
?874.9
58.89
52.05
60.05
73.34
65.92

43.89
39.22
37.61
3S.11
39,64
46.S?
130 SRI
173.5
3. 17
4.45
4.70
3.88
2.63

1.84
1.90
1.S7"
l.M
1.30
1.81
130 1C1
3S4.6
6.23
8.78
9.26
7.65
5.21

3.62
3.74
2.49 '
Ml
2.59
3.6®
130!D1
126.9
2.15
3.03
3.20
2.66
1.81

1.25
1.3$
i.gS
•.»*
0.91
1.25
130 IE 1
72.5
1.30
1.70
1.90
1.59
0.96

• .68
•« 74
• .51
&«#§
0.45
0.65
130 IF 1
46.6
0.85
1.10
1.19
1.4*
0.6a

• .41
• .48
i.M

0.34
0.48
noiGi
49.2
0.88
1.53
1.22
1.12
0.71

• .40
• .41
@.37
S.M
0.34
0.51
130121
297.a
5.55
7.22
8.01
6.63
4.ta

2.92
3.11
2.IS
l.M
1.S7
2.78








SUMMARY






TOTAL
DRAINAGE
AREA OF
LAKE *
W74.
9


TOTM, FLM
IN =
606.
93


SUM OF
SUB-DRAINAGE areas ¦
279T.
2


total ruu
MR *
606.
94
NOTE ••• LAKE APFA*77.7 SQ KM. NOT INCLUDED IN SUM OF SUB-ORAINAGE AftCAS
MEAN MONTHLY FLOWS AND DAILY FLOMSICMS)
TRIBUTARY MONTH YEAR MEAN FLOW DAY	FLOW DAY	FLOW OAY	fLOM
1301A1 3	73	78.7?	11	58.62
4	73	9?.31	61.45
5	73	87.50	13	68.S3
t>	73	65.70	3	M.26
T	73	38.SS	3	41.63
B	73	30.87	5	26.SS
9	73	27.41	9	18.07
10	73	22.31	9	22.14
11	73	27.72	II	18.46
12	73	47.29	12	32,28
1	74	86.65	6	73.96
?	74	76.46	2	63.43 3	74.19
3	74	0.0	3	5fl.90
1301A? 3	73	73.34	11	8.61
4	73	I 18.36	14	140.73
5	73	117.51	13	54.37
(=>	73	137.34	3	118,93
7	73	59.18	3	100.24
ft	73	47.01	5	7,73
9	73	36,25	9	30.30
10	73	58.90	9	71.64
11	73	6?.86	I I	13.37
1?	73	73.34	12	137.62
1	74	137.05	6	57.20
?	74	9«.54	?	148.10 3	54.37
3	74	0.0	3	8.30
DEC	HEW
29.93	34.55
55.16	50.Si
2.80	2.56
5.52	5.#4
1.90	1.75
i.*2	o.n
1.71	0.6*
0.7*	O.M
4.36	4.IS

-------
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T^ T iT a- OA I L 1 f~ lOnS (CmS >
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-------
APPENDIX D
PHYSICAL and CHEMICAL DATA

-------
STORET RETRIEVAL DATE 74/11/26




00010
00300
00077
00094
DATE
TIME DEPTH
water
DO
TRANSP
CNDUCTVY
FROM
OF

TEMP

5ECCHI
FIELD
TO
DAY FEET
CENT
MG/L
INCHFS
KICROMHO
73/07/01
10
15
OOOO
28.0

71
50K

10
15
0007
26.5
6.5

50K

10
15
0012
?4.3
5.7

50K

10
15
0015
24.2
5.6

50K

10
15
0050
2?.1
4.0

50K

10
15
0090
20.8
2.2

50K

10
15
0125
20.2
1.1

50K
73/09/17
09
50
0000
27.0
6.8
82
37

09
50
0020
26.9
6.4

39

09
50
0035
25.2
0.2

39

09
50
0055
24.4
0.2

39

09
SO
0075
23.6
0.2

46

09
50
0095
23.3
0.2

44

09
50
0115
23.1
0.2

54

09
50
0131
22.3
0.2

02
73/11/12
15
57
0000
16.7

43
34

15
57
0005
16.7
7.2

34

15
57
0015
16.7
7.4

33

15
57
0040
16.7
7.0

34

15
57
0075
16.3
6.6

33

15
57
0110
15.6
6. 2

35
K VALJE KNOWN TO BE
LESS Than INDICATED
130101
34 09 54.0 084 43 33.0
ALLATDONA RESERVOIR
13015 GEORGIA
11EPALES
3
2111202
0128 FEET
DEPTH
00400
PH
su
00410
T ALK
CAC03
MG/L
00610
NH3-N
TOTAL
MG/L
• 00625
TOT KJEL
N
MG/L
00630
N02&N03
N—TOTAL
MG/L
90671
PHOS-DIS
ORTHO
MG/L P
7.10	10
7.00	18
6.80	19
6.80	14
6.50	18
6.50	16
6.60	15
7.20	16
6.90	16
6.50	17
6.30	16
6.10	10
6.10	17
6.20	17
6.50	21
6.50	17
6.50	16
6.50	16
6.50	16
6.60	17
6•60	17
0.100
0.800
0.070
0.500
0.080
0.200
0.080
0.300
0.080
0.300
0.140
0.200
0.150
0.300
0.070
1.400
0.040
0.400
0.050
0.200
0.070
0.300
0.190
0.400
0.190
0.500
0.370
0.600
0.840
1.200
0.080
0.200K
0.080
0.200K
0.080
0.200K
0.080
0.200K
0.090
0.200K
0.120
0.200K
0.060
0.005
0.070
0.0*3
0.110
*.*•2
0.120
0.4I2K
a.130
0.**6
0.150
0.0*3
0.180
*.**4
• .040
0.112
0.020
0.006
0.040
0.905
0.090
0.004
0.020
0.9M
0.020
0.9*4
0.030
0.003
0.020
0.004
0.060
0.014
0.060
0.011
0.060
0.012
0.060
0.016
0.060
0.013
0.070
0.016

-------
STORET RETRIEVAL DATE 74/11/26
DATE
FROM
TO
73/07/01
73/09/17
73/11/1?
00665	32217
TIME DEPTH PHOS-TOT	CHLRPHYL
of	a
DAY FEET MG/L P	UG/L
10
15
0000
0.017
10
15
0007
0.016
10
15
0012
0.015
10
15
0015
0.015
10
15
0050
0.013
10
15
0090
o.oia
10
15
0125
0.023
09
50
0000
0 e 021
09
50
0020
0.010
09
SO
0035
0.008
09
50
0055
0.009
09
50
0075
0,013
09
50
0095
0.014
09
50
0115
0.015
09
50
0131
0*017
15
57
0000
0.020
15
57
0005
0.018
15
57
0015
0.018
15
57
0040
0.020
15
57
0075
0.025
15
57
01 10
0.034
110101
34 09 54.0 084 43 33.0
ALLATOONA RESERVOIR
13015 GEORGIA
11EPALE5
3
2111202
0128 FEET DEPTH

-------
STORE* RETRIEVAL DATE 74/U/26




00010
00300
00077
00094
DATE
TIME DEPTH
mater
00
TRANSP
CNDUCTVr
FROM
OF


TEMP

SECCMI
FIELD
TO
DAY
feet
CENT
MG/L
INCHES
MICPOMHO
73/06/30
14
40
0000
28.2

54
50K

14
40
0007
27*7
a,6

SDK

14
40
0015
24.0
4.5

50K

14
40
0030
22.6
3.6

50«

14
40
0055
21.2
1.3

50K
73/09/17
It
00
0000
27. \
6,6
72
41

n
00
0015
27.0
5.8

40

H
00
0030
25.5
0.2

40

n
00
0040
24. 7
0.1

44

n
00
005?
24.2
0.0

53
73/11/12
is
35
OOOO
16.5

41
36

15
35
0005
16. 3
8,0

36

IS
35
0015
16 + 2
7.8

36

IS
15
0030
16.2
fl.O

36

15
35
0040
15.6


36




00665
32217


DATE
TIME DEPTH
pmos-tot
CHLRPMYL


f ROM
OF



0


TO
OAY
feet
MG/L P
UG/L


73/06/30
14
40
0000
0 .020
11 ~ ?



14
40
0007
0.02B




14
40
0015
0.017




14
40
0030
0.013




14
40
0055
0*021



73/09/S 7
11
00
0000
C »Q 14
6. 3



11
00
0015
0.011




1 1
00
0 030
0.0)1




1 1
00
0040
0.010




1 1
00
0052
0,014



73/11/1?
15
35
0000
0 .o?s
6*5



15
35
0005
0.026




15
35
00 J 5
0.022




15
35
0030
0-030




15
IS
0040
0.030





rt
VALUE TO





LESS THAN INDICATED


130102"
34 06 47.0 Ofl4 42 53.0
allatoona reservoir
13015 GEORGIA
UEPALCS
3
2111202
0059 FECT
DEPTH
00400
PHf
5U
00410
T ALK
CAC03
HG/L
00610
NH3-N
TOTAL
M&/L
00625
TOT KJEL
M
MG/L
00630
N02A.N03
N-TOTAL
m/L
00671
PH0S-DIS
ORTMO
MG/L P
B.70	14
6.40	13
5. BO	12
5-70	II
S.BO	21
6.SO	17
6*30	14
6.20	IS
6.1Q	16
6.20	20
6.90	20
6.70	21
6.60	20
6*60	19
6.60	19
0 * 140
1.100
0,100
0.700
0,110
0.300
0*130
0.300
0.190
0.500
o,oao
1.400
0.040
0.600
0,090
0.500
0,160
0,600
0*370
1,000
0.080
0*300
0.100
0.300
0*090
0.200K
O.IOO
0,200
0,090
0,200K
0.090
0 ft 005
0.090
0,004
0.130
0*003
0*120
0*002
0*110
0.004
0*040
0,007
0.020
0*005
0»O2QK
0,004
0*020
0.004
0*030
0.005
0*050
0.011
0*050
0*013
0,050
0*012
0.050
0*011
0,050
0,011

-------
STQftET RETRIEVAL DATE 74/11/26


00010
00300
00077
00094
DATE
TIME DEPTH
WATER
DO
TRANSP
CNOUCTVY
FROM
OF
TEMP

SECCHI
FIELD
TO
DAT FEET
CENT
MG/L
INCHES
MICROMHO
73/06/30
15 30 0000
28.6

60
SOK

15 3® O0O5
28.3
7.0

50K

15 30 0010
27.?
2.2

SOK

15 30 0015
24.6
0.5

5 OK
73/09/17
11 40 0000
27. S
6.4
54
49

11 40 0011
27.0
6,0

49
73/11/12
15 20 0000
1 1.5

34
38

15 20 0OS1
11.5
10.0

38

15 20 0005
11.0
9.2

38
00665	3??17
DATE TIME DEPTH PHOS-TOT	CHLRPHTL
FROM OF	A
TO OAY FEET HG/L ?	UG/L
73/06/30
15
30
0000
0.020
6.1

15
30
ooos
0.017


15
30
0010
0.025


15
30
0015
0.029

73/09/17
11
40
0000
0.014
10.1

II
40
0011
0.014

73/11/12
15
20
0000
0.033
6.4

15
20
0005
0.031

K VALUE KNO*)N TO BE
LESS THAN INDICATED
130103
34 06 47.0 004 42 14.0
ALLATOONA RESERVOIR
13067 GEORGIA
1IEPALES
3
2111202
0019 FEET
DEPTH
00400
PH
su
00410
T ALK
CAC03
MG/L
00610
NH3-N
TOTAL
MG/L
00625
TOT KJ€L
N
MG/L
0(1630
N02I.N0 3
N-TOTAL
MG/L
00671
PHOS-OIS
ORTHO
MG/L P
7.60	19
7.10	20
6.60	22
6.60	27
6.50	19
6.50	19
6.80	21
6.80	20
0.120
1.100
0.00O
0.500
0.090
0.500
0.120
0.500
0.040
0.700
0.040
0.700
0.05®
0.400
0.040
0.300
0.090
0.003
0.070
0.002
0.080
0.002
0.100
0.004
0.020
0.005
0.020
0.004
0.060
0.013
0.050
0.012

-------
STORET RETRIEVAL OATE 74/11/26




00010
00300
00077
0(5094
OATE
TIME
depth
• ATER
00
tsansp
CNOIJCTVY
FROM
OF

TEMP

SECCHI
FIELD
TO
DAY
feet
CENT
MG/L
INCHES
michomho
73/07/01
11
30
0000
28.3

79
SDK

11
30
0010
27.4
6.3

50K

11
30
0016
23.8
6.2

SDK

11
30
0025
22.8
3.8

50K

11
30
0042
22. S
3.1

50K
73/09/17
13
50
0000
26.9
7.2
72
41

13
50
0015
26.6
4.0

40

13
50
0030
24.9
0.4

42

13
50
0043
24.2
2.4

46
73/11/14
09
(50
0000
15.4

49
31

09
00
0005
15,2
S.4

31

09
00
0015
15.0
a.4

31

09
00
0025
14.7
ft.4

31

09
00
0035
14.3
a,2

31




90665
32217


DATE
TIME
DEPTH
PHOS-TOT
CHIRPHYL


FROM
OF


A


TO
DAY
FEET
MG/L P
UG/L


73/07/01
11
30
0000
0.014
9.9



11
30
0010
0.012




11
30
0016
o.oia




11
30
0025
0.023




11
30
0042
0.029



73/09/17
13
50
0000
0.0 11
6.7



13
50
0015
0,011




13
50
0030
0.013




13
50
0043
0.021



73/11/14
09
00
0000
0.018
20. ft



09
00
0005
0.020




09
00
0015
0.019




09
00
oo?s
0.020




09
so
on 35
9,029



K VALUE KNOWN TO He
LESS Than INDICATED
130104
34 07 *8.0 084 37 42.0
ALLATOONA RESFfiVOlH
13	6E0R6IA
11EPALES	211
3	0045
00400	00410	00610
PH	T ALK	NH3-N
CAC03	TOTAL
SU	HG/L	MG/L
8. ?0	14	0.070
7.60	13	0.050
6.80	11	0.060
6.60	11	0,070
6.60	12	0.110
6.70	17	0.050
6*40	17	0.040
6.10	19	0.090
6.30	18	0.160
6.SO	19	0.070
6.70	19	0.070
6.70	19	0,060
6.70	IB	0.060
6*00	19	0.060
FEET DEPTH
00625	00630 00671
TOT KJEL	M2S.N03	PHOS-DIS
N	N-TOTAL	ortho
MG/L	MG/L	MG/L P
0.800
0.060
0.004
0.300
0.060
0.004
0.200
0.100
0.003
0.20QK
0.180
0.002
0.200K
0.190
0.002
0.800
0.020
0.006
0.600
0.020
0.005
0.500
O.OSO
0.004
0.800
0.050
0.004
0.300
0.100
0.003
0.200
O.OBO
0.00?
0.200
9.08®
0.003
0.200K
0.040
0.005
0.200
0.040
§.••7

-------
STQRET RETRIEVAL DATE 74/11/26




00010
00300
00077
00094
DATE
TIME 1
DEPTH
WATER
DO
TRANSP
CNOUCTVY
FROM
OF

TEMP

SECCHI
field
TO
DAT !
FEET
CENT
MG/L
INCHES
MICRONHO
73/07/01
13
20
0000
29.1

54
55

13
20
0007
27.7
7.8

53

13
20
0015
24.7
3.2

63

13
20
0020
24.0
2.7

63
73/09/17
14

0000
26.8
7.8
42
• 51

14
?5
0010
26.7
7.6

51

14
25
0017
24.6
3.6

56

14
?5
0024
24.2
2.0

5®
73/11/14
09
40
0000
12.3

48
39

09
40
0006
10.6
9.6

44

09
40
0012
9.6
9.8

45




00665
32217


DATE
TIME DEPTH
PHOS-TOT
CHLRPHYL


FROM
OF


A


TO
DAT
FEET
MG/L P
LJG/L


73/07/01
13
20
oooo
0.020
4.0



13
20
0007
0.028




13
20
0015
0.051




13
20
0020
0.084



73/09/17
14
?5
0000
0.019
13.5



14
?5
0010
0.025




14
25
0017
0.049




14
25
0024
O.OR6



73/11/14
09
40
0000
0.045
3.4



09
40
0006
0.056




09
40
0012
0.090



130105
34 09 39.0 0H4 34 49.0
ALLflTOONft RESERVOIR
13057 GEORGIA
1JEPALE5
3
2111282
0023 FEET
DEPTH
00400
00410
00610
00625
00630
00611
PH
T ALK
NH3-N
TOT KJEL
N02&N03
PHOS-OIS

CAC03
TOTAL
N
N-TOTAL
ORTHO
SU
MG/L
MG/L
MG/L
MG/L
MG/L P
7.70
16
0.080
0.300
0.080
0.003
7.SO
16
0.070
0.300
0.100
0.003
6.70
19
0.160
0.200
0.340
0.004
6.80
22
0.240
0.330
0*300
0.004
7.00
19
0.040
0.800
0.020
0.006
6.90
18
0.040
0.800
0.020
0.007
6.40
18
0.110
0.600
0.230
0.007
6® 30
18
0.190
1.000
0*270
0.010
7.00
27
0.040
0.50®
0.110
0.005
6.90
28
0.050
0.300
0.23®
0.014
6.80
30
0.090
0.300
0.340
0.018

-------
STOfiEl RETRIEVAL OATE 74/11/26




00010
00300
00077
00094
DATE
TIME DEPTH
MATER
00
TRANSP
CNDUCTYY
FROM
OF

TEMP

5ECCHI
FIELD
TO
DAY FEET
CENT
MG/l
INCHES
MICROMHO
73/07/01
13
50
0000
28.5

72
50K

13
50
0005
28.0
8.4

50K

13
50
0010
26.8
8.2

50K

13
50
0015
24.3
6.2

50K

13
50
0027
22.5
5.4

50K
73/09/17
15
00
OOOO
26.5
8.0
48
42

IS
00
0015
25.5
5.6

39

15
00
0025
21.8
5.2

32

15
00
003«
21.4
4.0

34
73/11/14
On
10
OOOO
12.6

4R
31

08
30
0008
12.3
9.2

30

08
30
0013
11.1
8.6

26




00665
32217


DATE
TIME
DEPTH
PH05-T0T
CHLfiPHYL


FROM
Of


A


TO
OA* 1
FEET
HG/L P
UG/L


73/07/01
13
SO
000 P
0,017
4.7



n
50
0005
0.0 22




13
50
0010
O.021




13
50
0015
0.021




13
50
0027
0.061



73/09/ 17
15
00
OOOO
0.027
9.3



15
00
0015
0.02H




15
00
0025
0.076




15
00
0018
0.096



73/11/14
OR
10
0000
0.032
2.9



OS
30
0008
0.027




OR
10
0013
0.029



K VALUE KNOWN 10 46.
LESS THAN INDICATtO
130106
34 10 52.0 084 35 15.0
ALLATOONA RESERVOIR
13057 GEORGIA
HEPALES
3
2111202
0030 FEET
DEPTH
D0400
PH
su
00410
T ALK
CAC03
MG/L
00610
NH3-N
TOTAL
MG/L
00625
TOT KJCU
N
MG/L
00630
fcfS2t>N03
N-TOTAL
HG/L
00671
PHOS-DIS
ORTHO
MG/L P
a. 40
13
0.070
0.300
0 .060
0.003
7.60
13
0.060
0.200*
O.OSO
0.002
7.50
14
0.060
0.200K
0.070
0.006
6.80
12
0.080
0.200K
0.140
0.003
6.80
11
0.110
0.200K
0.190
0.003
7.40
IS
0.050
1.200
0.030
0.007
6.60
14
0.050
0.800
0.070
0.006
6.20
1 OK
0.120
o.aoo
0.240
0.008
6.20
U
0.140
1.100
0.250
O.OQB
7.00
23
0.090
0. 300
0.100
0.094
6.50
20
0.050
0 • 300
0.060
0.006
6.80
19
0.050
0.200K
0.060
0.009

-------
APPENDIX E
TRIBUTARY and WASTEWATER
TREATMENT PLANT DATA

-------
5T0RET RETRIEVAL DATE 74/12/04



0 3*30
00625
00610
DATE
TIME DEPTH
N02^M0 J
TOT KJEL
MH 3-M
TROM
OF

M-TOTAL
M
TOTAL
TO
DAY
feet
¦ MG/L
MG/L
MG/L
73/03/11
17
so
0 . ? H
U.7R0
0.17ft
73/04/14
14
so
0.150
d.ft?U
0.060
73/05/13
12
35
3.1-14
0 .340
0 . 1) 1H
73/06/03
14
Sft
n. 14?
0.350
0 • 056
73/07/03
18
35
0. 140
0.250
0 . 0 13
73/08/05
13
00
0. 198
0 .4°0
0. 120
73/09/09
14
30
0.147
0.490
0.115
73/10/0=)
n
30
€ .370
n.?oo
U.035
73/11/11
i?
15
0.0 74
u. ?0 0
0 .029
73/12/1?
i i
45
0.14*
0. 30 0
(1 .0?0
74/0 1 /Oft
i i
45
0.31 J
0. 300
0.0 ?5
74/02/02
14
10
0.504
0.400
U .0 20
74/02/03
1 1
45
0. 1ft*
0.?0 0
0 . P 1 U
74/03/03
1 2
30
0 . ?0H
0 .40 0
9.0 55
K VALUE KNOWN TO BE LESS
THAN INDICATED
1301M	nnMl
34 1 3 10.0 0*4 30 00 .0
t. fO^A wltftrt
13001 7.5 S CANTON
I / ALL ATOOnA LAKE
HAN* 200 Y'JS AriOV H*Y 5 RHDG
1 1E»ALFS	21 11204
4	0001) feet OE°TH
00h71	00665
PHOS-OIS QHOS-T OT
OWTMO
MP/L P	MG/L P
0.027
0.130
0.011
(j .040
0.009
0.050
0.00ft
0.015
0.009
0.0 30
0.005K
0.035
O.OOft
0 .030
0.009
0.0 =>5
0.010
G.O 15
0.020
0.055
0.010
0*065
0.01?
u. l ?u
0.0 10
0 .050
0.0 10
0.0 30

-------
STORET RETRIEVAL "ATE 7fc/l?/*4



00630
00625
0 0610
DATE
TP4E DEPTH

TOT KJFL
NH3-N
FROM
OF
N-TOTAL
N
TOTAL
TO
0 AY
FEET
MG/L
MG/L
MG/L
71/01/1 1
IS
10
0.252
P.ftOC
1. 180
73/04/14
14
45
0.?10
0 .750
0.0*2
71/05/13
10
30
0. 1«0
0.150
0.0 36
73/06/03
11
00
0.110
0.370
0.05ft
73/07/03
11
40
0.110
0.250
0.044
71/08/05
11
30
0. us
0.130
0.050
73/09/09
1?
30
n. i ?6
0.310
tJ.OSO
73/10/09
OB
55
O.OP4
1 .050
0. 100
73/1 l/U
10
no
J. 056
0.50C
0. 0 38
73/12/1?
10
50
n.OM
0. 100
L.C1?
74/01/Oft
09
50
0.25?
O.^GO
d.055
74/02/02
1?
45
0.250
i), POO
U.0 20
74/02/01
09
40
3.2*0
0 . ?0 0
n.095
74/03/01
11
00
0.200
0 .20 0
d .020
K VALUE KNOWN TO BE LESS
THAN INDICATED
00671
PhOS-DIS
OPT HO
MG/L P
0«012
0.01?
0.011
0.006
0.006
0.005K
n.oo^K
0.006
O.OOSK
o.ooh
o.oos
0.010
U.01S
0 . 0 1 s
Mul/»2	liQlA2
J4 10 00.0 0 34 uu 10,0
EMWA KIVE«
13	f.S fllLATOUNA DA
(J/ALLATOONA lake
dtLO ALL A TOON a r>aM AT GATING STATION
11EPALES	2111204
4	0000 FEET DEPTH
0 06bS
PHOS-TOT
MG/L ¦=>
0.030
0 .04S
0.010
0.015
0 .0?0
0.015
0 .020
0.010
O.OOSK
0.0 10
0 .030
0 .035
0 .040
n .op1-.

-------
STORET RETRIEVAL DATF 74/i?/i>4



0 0 63'J
006?5
0 0610
DATE
TIME DEPTH
NO '*,N03
TOT KJFL
MH3-N
FROM
OF
N-TOTAL
N
TOTAL
TO
DAY
FEE T
mg/L
MG/L
MG/L
3/03/11
17
00
3.0^7
1 .540
0.39O
3/04/14
16
10
0.076
0.5^0
0. 140
3/05/13
11
55
0.06'
0. 140
0.007
3/06/0 3
14
?0
0 .0^6
1 .200
J.410
3/07/03
17
50
0.07'
0.110
0.018
3/08/05
IP
10
0.07m
0.750
0. 1 32
3/09/09
13
30
0 .05*
0 .40o
¦). 0 70
3/10/09
10
00
<>.011
ft. 1 0 OK
0.020
3/11/11
1 I
Of)
0.010*
0. 150
.?00
;j. 0 1 0
K YALUE KNOWN TO BE LESS
THAN INDICATED
13-J1H1	13J1H1
J4 m 30.0 0«4 31 30. U
SHuAL C«EEK
13	7«5 S CANTON
T/ALLATOONA LAKE
4^i)G ON MT C«WMEL «0 4 MI ENE SIJTALLEE
llE^ALtS	21 IS 204
4	0000 FEET DEPTH
00671	00665
PrtOS-HIS PHOS-TOT
ORTHO
MG/L P	MG/L P
0*001	0.095
:>.oosk	o.o?5
n.o06	0.030
0.006	0.0-?0
0.007	0.0 30
0.005K	0,045
O.OO^	0.035
0.011	0.015
0.007	0*UIS
,1.01?	0.070
n .105	o ,u35
0.0 10	0.0 !*-,
0.0 10	0.0 iO
£.010	0 .0 1 5

-------
STOSET --ETPIFV.1S DATE Tu/\ >u



r V.^3'1
\)C' 6? CS
oumo
OA TF
TI«f OFJTH

TOT KJTL
f'ih 3-K
FROM
OF

'J-TOTAL
M
TUT at
TO
DAY
FFFT
i-i n / (_
MG/L
m/i
73/01/ 1 1
09
4S
0 .30 )
1 .3P0
¦"•.0 63
73/04/0H
09
40
¦1 .??">
1.3^0
¦J . 1 ?t)
73/05/Q5
0 9
5F
¦J. ?*>')
n. 3«u
o. 105
73/Oh/O?
14
OS
'j .
0.314
ii.Ol7
7 3/07/OH
09
•>9

0.*)90
C'.OSG
73/OR/04
10
04

0 .
Q.U4<»
74/31/05
13
cq
C .4FO
O.'-JO
1 .045
74/01/19
09
04
rj .4 1 ,1
^ . 1 J 0
i'. C ?0
7^/0 ?/Q ?
09
31
¦3. j 4 a
0 . ?'j >
0 . f: 1 ^
74/0 ?/1 *>
09
06
"5. lib
1. .on
G.fc JC
K VALUF KNOWN TO BE LEaS
THAN INDICATED
n;)lCl	1 JO 1C1
14 0 7 30.0 0«4 30 30*0
LITTLE RIv/E*
13	7.5 KFMNFSAW
T/ALLA1OONA LSKfc
hw.'ii, OM RT 5 ME OF WOODSTOCK
11EPALES	2111204
4	0000 FEET DEPTH
0C6 7 I	[>'t665
PtiOS-OIS	HhOS-TOT
0PTHO
MG/L o	MR/L P
0
.OOP
0.055
1
.o?*>
0 . J ?s


0.0 45
0
.011
0.0 55
0
.919
'J. ISO
0
.006
0.0 55
0
.011
0.055
'J
.00 7
0.04?


J.Q?0
0
.005K
0 .0 70
n
.0 30
0 . 155
0
.010
0.0 55
o
.DOS
0 • U45
0
.o?s
o. no

-------
STORE! RETRIEVAL DATE 74/|?/f/*



106 31'
10^?^
D061U
DATE
TIME depth
NO?*. .NO 3
TOT KJFL
NN3-N
FROM
OF

pJ-T nT A!.
h
TOTAL
TO
DAY
ffet
Mfi/L
MG/L
MG/i
71/03/11
10
14
t. 4*1

0 .0 76
7.1/04/o a
09
^7

1 .6 BO
0 .294
73/05/05
10
12
0.3 70
0.1-)0
0 ,fi6ft
73/06/0?
14

n,.W
1 .for
0 .>0 0
73/0 7/0*3
09
^3
0.450
0 • -to
0 .0^0
73/08/0*
10
?0
(i. 6? 0
0. 33G
0.046
71/09/09
10
45
0.«60
0. 360
0 e i) 7 5
73/ 10/11
09
41
<¦>.6 30
J * 250
'J . (1 39
73/11/03
09
25
0.740
0.500
¦3.160
73/1P/01
14
36
O.SHh
0. 300
!). U60
74/Q1/0 5
14
16
m 4 io
0.400
0 . 0 4 if
74/01/19
10
¦>?
11.704
0. 110
0.050
74/02/0?
nq
54
C . b 7 >J
o. ?:k>
S. ? 2u
74/02/16
0*3

(i . ?^4
1 .200
*>.030
1 10101	130101
34 Ob 30*0 0*4 33 00.0
NOONDAY CHEFK
13	7.5 KENNESArf
T/ALL A TOQNA LMF
Hn-OG ON SECONDARY *D W OF WOODSTOCK
11EPALFS	21!1204
h	0000 FEET DEPTH
00671	00665
t^HOS-UIS	PhOS-TOT
OPTrtO
*r,/L P	M6/L P
0*110
0 .450
0.04?
0.17?

U. 137
t/.054
G. 120
0 .OH?
0.?4O
0. 160
0 • 250
O.PHIO
0. 345
0. !?*>
0 . 1 90

0.345

u . 20(1
J . 0 3S
0. 1 25
0 . U 75
0.175
0 .045
O.l^J
0 .0 3d
'J . 550

-------
STORET RETRIEVAL D A FF 76/l?/n4



0-TS30
U0625
OOMO
DATF
TIME DEpTH
N0PSN03
TOT KJEL
NH3-N
FROM
OF"

ivJ-TOT AL
N
TOTAL
TO
DAY
FEET
Mfi/L
Hfi/L
MG/L
73/03/11
1 1
35
0.0 75
0.600
0,0 33
73/04/0B
1 1
?5
0.09*
0. 3^0
0.331
73/05/OS
11
?0
0.0 11
0.^f>0
0.064
73/07/0
1 \
45
0,05b
0. 40u
1 » U 1 fi
73/08/04
1 I
35
0,015
0.3?0
0 *!J If
73/09/0R
12
15
0,046
0. 390
0.04?
73/10/13
11
?5
0.03R
0„«00
0 . £• 44
73/11/03
10
S.?_
0.054
0 .500
0.046
73/1?/0I
15
40
0.044
0.100
n. ri 16
74/0 i/OS
15
50
9. 1?S
O.'OO
1.0 ?5
74/01/19
08
40
P. 1 0"
0. 10OK
V .020
7JA LAKE
HANK 300 YRDS FROM END OF HILL WD
llLP&LtS	n	G066S
HrtOS-OIS	t-* HQ5-T0T
OPT HO
MP/L P	MG/L P
0.0 14	0.0 IS
0.0?0	
-------
STCWET RETRIEVAL DATE ?4/l?/u4



00630
00625
OOM 0
DATE
TIME DfPTH
N0?*.N03
TOT KJFL
MH3-M
FROM
OF

N-TOTAL
N
TOTAL
ID
DAY
FEFT
MG/L
MG/L
MG/L
71/03/11
15
45
0.0?3
0.«60
0.04P
73/04/ 14
15
40
0.0^
0.830
0.126
73/05/13
11
15
0,010*
0. 100K
0.007
73/06/03
13
55
0.0 12
0. 10UK
0.013
73/07/03
17
1 0
G.O 14
0 « 440
0*015
73/OH/O S
1 1
35
0.011
1.200
G .038
73/09/(jfl
13
00
'1.01'
0.4^0
0.01?
73/10/09
09
?0
3.010*
o.?oo
0 . 0 18
73/11/03
10
30
0.0?'
0 * 1 5t!
0.01"
73/12/01
10
15
o.oi?
0, ]50K
0*012
74/01/05
10
20
c .0?0
0. 100
0 . 0 1c-
74/01/19
10
00
0 . 0 I h
0.100*
0 . 0 10
74/03/03
13
00
0.008
0. 30 0
C.005K



K VALUE
KNOWN TO PE
LESS
THAN INDICATED
1301F1	130 IF 1
34 1 3 0 0.0 084 41 00.0
STAMP CREEK
13	7.5 ALL ATGGNft DA
T/ALLATOQNA LAXP
rfT >0 -3«QG .6 MI E JCT 41T H STAMP CK
1 1 EpALE5	2111204
A	0000 FEET DEPTH
00671	00665
PM05-DI5	PHOS-TOT
u»THO
mG/L P	MG/L P
0.30fi	0.0^5
0.005K	0.01^
0.006	O.OlU
0.005K	0*00?
0 .007	0 • 0 1S
O.OOSK	0.0?0
0.00 7	0.0
ij . f> 1 ?	i> . 0 3S
0.025
O.OOSK	0.060
0 .UObK	0.010
0.005	O.OOS
0 .005	0 .0 05
-------
ST ORE T RETRIEVAL DATE 74/l?/fj4



00630
¦J96?5
00610
DATE
TfMf QFPTH
mo?«;no3
TOT KJ€L
NH3-N
FROM
OF

N-TOTAL
N
TOTAL
TO
DAY
FEET
MG/L
*G/L
MG/l
73/01/11
10
SR
l>. 160
0. 3»0
0.0 34
73/Q4/QR
10
43
D. ISO
l .r on
0 . 1 20
73/05/05
10
5?
u. 130
0. 770
0. 130
73/06/0?
15
15
0. 140
0.440
ft t 0 3fl
73/0 7/QR
10
45
.J . 0 ? 1
0 . ?30
0.013
73/0R/Q&
10
55
0. o 1 n rt
0.3?n
0.011
73/09/0=1
11
?R
C .010*
0.34C
C .01"
73/10/13
10
50
O.nil
¦3.350
0.1121
7 3/11/03
10

0.070
0.^00
t).0<57
73/IP/01
15
15
U . 10 0
0. 300
* .040
74/0 1/05
15
09
0. 14H
0.600
'J. 0 55
74/01/1^
09
00
P. 19?
O.'OO
T.T65
74/0 ?/® 'r*
10
35
0. 1*4
u .40U
0.035
74/0?/ 1(S
0 8
35
0 . 1 
-------
STORET RETRIEVAL DATE 75/01/06



00630
00625
00610
DATE
TIMF DEPTH
N02&N03
TOT KJEL
NM3-N
FROM
OF
N-TOTAL
N
TOTAL
TO
DAY FEET
MG/L
MG/L
MG/L
73/04/11
08
00



CP ITS -


6.300
1.200
0.260
73/04/11
15
00



73/05/14
08
00



CP IT) -


4.500
1.450
0.440
73/05/14
15
00



73/06/1!
08
00



CP f T)-


3.300
2.0 50
0.810
73/06/11
15
DO



73/07/1?
OP
00



CP(T)-


0. 160
3.700
1.900
73/07/1?
15
00



73/09/20
08
00



cp a > -


0.017
4.650
2.700
73/09/20
15
oo



73/10/11
08
00



CPITl-


0.2/0
2.900
1.050
73/ 10/11
15
00



73/11/12
08
00



CP IT)-


5.300
3.300
I .650
73/11/1?
15
00



73/12/12
08
00



CP IT) -


9.20 0
2.200
0.270
73/12/1?
15
00



74/02/18
08
00



CP IT) -


3.680
2.000
0.260
74/02/18
15
00



74/0 3/18
08
00



CP IT)-


1.400
2.700
0.410
74/03/18
15
00



74/04/17
U8
00



CP IT) -


2.000
?.000
1.300
74/04/17
IS
00



74/05/15
08
00



CP(T*-


0. 120
7.000
3.000
74/05/IS
15
00



1301A A	AS1301AA	P004000
34 13 40.0 084 29 40.0
CANTON
13001 7.5 CANTON
T/LAKE ALLATOONA
ETOWA RIVER
1IEPALES	2141204
4	0000 FEET DEPTH
00671	00665 SS051	50053
PHOS-DIS	PHOS-TOT FLOW	CONDUIT
OPTHO RATE	FLOW-MGO
MG/L P	MG/L P	INST HGO	MONTHLY
10.900	11.500	0.219	0.320
10.400	11.000	0.313	0.355
11.880	11.890	0.291	0.347
IS.400	16.000	0.249	0.281
15.550	16.000	0.247	0.208
15.550	15.820	0.349	0.254
17.550	18. 100	0.234	0.264
13.200	13.500	0.174	0.214
7.400	7.750	0.239	0.253
12.000	13.000	0.240	0.304
9.900	10.500	0.265	0.261
14.500	15.000	0.265	0.257
-------
STORET RETRIEVAL DATE 7S/Q1/06
00 *>30	00625	00610
DATE TIMF DEPTH NO?KN03	TOT KJEL	NH3-N
FROM OF N-TOTAL	N	TOTAL
TO DAY FEET MG/L	MG/L	MG/L
74/06/25 08 DO
CP ( T > -
74/06/25 IS 00
0 . 5?0
P.SOO
0.130
00671
PHos-ors
ORTHO
MG/L P
1301AA	AS1301AA	P004000
34 13 40.0 084 29 40.0
CANTON
13001 7.5 CANTON
T/LAKE ALLATOONA
ETOWA RIVEK
11EPALES	2141204
4	0000 FEET DEPTH
00665
PHOS-TOT
MG/L P
50051
FLOW
RATE
INST MGD
50053
CONDUIT
FIOW-MGD
MONTHLY
14.000
16.800
0.210
0,263
-------
ST ORE T RETRIEVAL DATE 75/01/06



00630
00 6?'>
00610
OATE
T IMF DEPTH
^02f.NG3
TOT KJEL
NH3-N
FROM
OF
N-TOTAL
M
TOTAL
TO
DAY FEET
MG/L
mg/l
MG/L
73/05/0?
11
00



CP IT) -


0.525
15.400
S.800
73/05/0?
16
DO



73/06/1?
11
00



CP -


0.033
2.730
1.100
73/06/1?
16
00



73/07/15
11
00



CP(T)-


0.260
17.600
5.90 0
73/0?/15
1ft
00



71/08/07
11
00



CP !T>-


0.1 lb
??.000
4.500
73/08/07
16
00



71/09/07
1 1
00



CP(T)-


0.357
21.000

73/09/07
16
00



73/10/08
11
00



CP IT)-


2.100
11.S00
7.700
73/10/08
16
00



73/1 1/0?
11
00



CP IT) -


0. 780
2?.000
9.100
73/1 1/0?
16
00



7 3/12/06
1 1
00



CP(T1-


0.210
19.500
7.600
73/12/06
16
00



74/01/03
1 1
00



CP -


0.60 0
11.000
3.300
74/01/03
16
00



74/02/14
11
00



CP(T)-


0.440
16.000
5.450
74/02/14
16
00



74/03/10
11
oc



CP 
-------
ST3RET RETRIEVAL DATE 75/01/06
00630	006?S	00610
OATF T IMF DEPTH N0P&N03	TOT KJEL	NH3-N
FROM OF N-TOTAl	N	TOTAL
TO 1)4 V FEET MG/L	MG/L	MG/L
74/05/09 11 00
CP < T)-
74/05/OQ 16 00
1 .360
16.000
7.900
00671
PHOS-OIS
OPT HO
MG/L P
130 IDA	TF1301OA	P006000
34 01 30.0 084 35 30.0
KENNESAW
13	7.5 KENNESAW
t/allatoona lake
NOONDAY CREEK
11EPALES	2141204
4	0000 FEET DEPTH
00665
PHOS-TOT
MG/L P
50051
FLOW
RATE
INST MGD
50053
CONDUIT
FLOW-MGO
MONTHLY
2 e R00
5.400
0.700
-------
STORET RETRIEVAL DATE 75/01/06



00630
00625
00610
OATE
TIMF DEPTH
N02S.N03
TOT KJEL
NH3-N
FROM
Of
H-TOTAL
M
TOTAL
TO
DAY FEET
MG/L
MG/L
MG/L
73/06/2?
11
00



CP ST)-


4.60 0
8.600
4.000
73/06/2?
16
00



73/08/0 I
10
00



CP(T>-


1.980
8.200
2.500
73/08/01
16
00



73/08/28
10
00



CP1TI-



12.000
3.140
73/08/28
16
00



73/09/21
10
00



CP C T) —


1.390
9.900
0.915
73/09/21
16
00



73/10/1 7
10
00



CP(T1 -


0.075
18.000
7.200
73/10/17
16
00



73/11/14
10
00



CPITl-


0.150
14.000
4.400
73/11/14
16
00



73/12/11
10
00



CP ITS -


4.400
12.000
3.700
73/12/13
16
00



74/01/21
10
00



CP* IT >-


2.160
17.300
3.000
74/01/21
16
00



74/02/21
10
00



CP IT >-


0.20 0
12.000
6.800
74/02/21
16
00



74/03/1 a
10
00



CP IT) -


0.280
18.000
9.200
74/03/19
16
00



74/04/29
10
00



CP I T ) -


5.100
16.000
7.200
74/04/29
16
00



74/05/29
10
f)0



CP(T1 -


0.120
14.000
5.100
74/05/21
16
00



00671
PH0S-DIS
OPTHO
MG/L P
11.000
7.600
12.200
11.940
B.500
15.800
13.700
7.400
9.700
6.80 0
10.500
8.400
130121	AS130121	P002000
34 04 30.0 084 41 00.0
ACwORTh
13057 7.5 ACWORTH
T/ALlATOONA LAKE
TAMfARD CHEEK
11EPALES
2141204
0000 FEET DEPTH
00665
PHOS-TOT
MG/L P
50051
FLOW
RATE
INST MGD
50053
CONDUIT
FLOW-MGO
MONTHLY
11.800	0.330	0.345
9.600	0.290	0.275
13.500 0.271 0.202
13.600	0.274	0.289
9.500	0.287	0.291
18.800	0.273	0.267
14.450	0.268	0.292
9.30 0	0.420	0.297
10.500	0.353 0.384
B.500	0.281	0.330
12,500	0.299	0.327
9.200	0.302	0.339
-------