HomeMy WebLinkAboutComprehensive Water System Study
Augusta Richmond GA
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AUGUSTA-RICHMOND UTILITIES
DEP ARTMENT
COMPREHENSIVE WATER SYSTEM
STUDY
l-1'Ie ~
/ 3 7 (o~
July 1998
ZEL Project 9625
PREPARED BY
iZEL. 435 TELFAIR ST.
AUGUSTA, GEORGIA
ENGINEERS
PHONE (706)724-5627
ZIMMERMAN, EVANS AND LEOPOLD, INC.
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AUGUSTA-RICHMOND UTILITIES
DEP ARTMENT
COMPREHENSIVE WATER SYSTEM
STUDY
July 1998
ZEL Project 9625
PREPARED BY
iZEL.
PHONE (706)724-5627
ZIMMERMAN, EVANS AND LEOPOLD, INC.
435 TELFAIR ST.
AUGUSTA. GEORGIA
ENGINEERS
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
CONTENTS
1. EXECUTIVE S~ Y ..................................................................................... 1
2. IN1'RODUCTION .... ...................... ........... ....................................................... ...... 3
3. RICHMOND COUNTY POPULATION GROWTH............................................... 4
4 . WATER USE PROJECTIONS ............................................................................... 5
4.1 Distribution of Demand by Usage Category................................................ 6
4.2 Current Water Use ......... .... ........ ..... ............. ....... ..................... .... .............. 7
4.3 Projected Water Use.................................................................................. 9
4.4 Hourly Water Use Variations..................................................................... 10
5. EXISTING WATER SYSTEM ......... ...... ........... ..................... ........ .................. ...... 11
5.1 Surface Water System................................................................................ 13
5.2 Ground Water System................................................................................ 15
6. 'W ATER PRODUCTION. .......... ...... ................................... .................... ...... .......... 19
6 .1 Water Production Need.............................................................................. 19
6.2 Treatment Facility Service Areas................................................................ 21
6.3 Surface Water Production Improvements................................................... 24
6.4 Ground Water Production Improvements................................................... 26
7. SYSTEM Il\1PROVEMENT CONSIDERATIONS................................................. 28
7.1 Self-Reinforcing Production Capability.......................................................29
7.2 System Storage and Pumping Requirements............................................... 30
7.3 Pressure System Restructuring .. .. .. . .. . .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .... 32
8. CAPITAL IMPROVEMENT PROJECTS...............................................................33
8. 1 Urban High Pressure System Restructuring. ... .. .. .. ....... ...... .. .. .. .. .. .. .. .... .. .. ... 33
8.1.1 Adjusted High (elev. 500 ft.) System................................ 35
8.1.2 High (elev. 564 ft.) System............................................... 36
8.1.3 Super High (elev. 630 ft.) System..................................... 37
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
8.2 Mid -County Connector.............................................................................. 39
8.3 Ground Water High Pressure System Improvements ...............................:.. 42
8 .4 North Gravity Supply................................................................................. 44
8.5 Ground Water Plant System Improvements ................................................45
8.6 Pine Hill System Improvements.................................................................. 47
8.7 Service Area Expansion............................................................................. 48
8.8 Miscellaneous Proj ects .. . . . .. . . . .. .. .. .. . . .. . . . . . . . . .. . .. .. . . . .. .. . . .. .. .. .. .. .. .. .. . .. . . . . .. .. .. . ... 49
9. FlRE DEMAND ANALySIS......... ...... ................ ............ .............. ...... ....... ............ 50
1 C. CAPITAL IMPROVEMENT PLAN ..................................................................... 51
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June,.. 1998
TABLES
Table 1. Summary of Capital Improvement Projects......................................................... 2
Table 2. Richmond County Population Growth Mid-Range Projections ........................... 4
Table 3. 1996 Daily Average Water Demand by District ..................................................7
Table 4. Industrial Water Use 1996..................................................................................7
Table 5. Largest Industrial Water Users and Average Monthly Use 1996......................... 8
Table 6. Average Water Use Per Person/Employee Served (1996) ............................ ....... 8
T~~ble 7. Average Water Use Per Person/Employee Served (2015) ................................. 10
Ta.ble 8. Combined Water System Statistics ................................................................... 12
Table 9. S urface Water Pressure Systems ...................................................................... 13
Table 10. Schedule of Surface Water System Storage.................................................... 15
Table 11. Schedule of Surface Water System Pumping .................................................. 15
Table 12. Ground Water Pressure Systems.................................................................... 17
Table 13. Schedule of Ground Water System Storage.................................................... 17
Table 14. Schedule of Ground Water System Pumping.................................................. 18
Table 15. Surface Water Production Deficit Projection.................................................. 20
Table 16. Projected 2015 Water Production Need By Service Area ...............................24
Table 17. Surface Water Production Improvement Projects ........................................... 25
Table 18. Surface Water Raw Water Projects........................ ......................................... 25
Table 19. Ground Water Maximum Day Production 1997.............................................. 27
Table 20. Ground Water Production Improvement Projects ........................................... 28
Table 21. System Storage and Pumping Requirements (2015)........................................ 31
Table 22. Pressure System Service Elevations................................................................ 33
Table 23. Urban Pressure System Restructuring Projects ............................................... 38
Table 24. Mid-County Connector Projects..................................................................... 41
Table 25. Highland Avenue Recommended On-Site Storage.......................................... 41
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
Table 26. Tobacco Road Delivery System Projects ........................................................ 43
Table 27. North Gravity System Supply Projects ...........................................................45
Table 28. Ground Water Plant System Improvement Projects ........................................ 47
TG.ble 29. Proposed Ground water Plant Distribution Projects........................................ 47
Table 30. Pine Hill System Improvement Proj ects .. .... ......... ... ... .. ........ .. .. .. ... ............ .. .... 48
Table 31. Service Area Expansion Projects.................................................................... 49
Table 32. Miscellaneous Projects. ....................... ............................. ............ ...... ............49
Table 33. Fire Protection Projects.................................................................................. 50
Table 34. Phase 1 Capital Improvement Projects............................................................ 51
Table 35. Phase 2 Capital Improvement Projects............................................................ 52
Ta'ble 36. Phase 1 Capital Improvement Projects............................................................ 53
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
FIGURES
Fi.gure 1. Richmond County Showing Census Tract and Traffic Zone Boundaries............ 5
Figure 2. Diurnal Curves Used In ModeL....................................................................... 10
Figure 3. Maximum Day Demand Projections ................................................................11
Figure 4. Division between Surface and Ground Water Systems..................................... 12
Figure 5. Projected Maximum Day Demand Showing Water Production Capacity.......... 20
Figure 6. Proposed Water Treatment Plant Service Areas and Design Flows.................. 22
Figure 7. Surface Water Production History 1990-1997................................................. 24
Figure 8. Ground Water Production History 1990-1997................................................. 27
Figure 9. Self-Reinforcing Water Production Schematic................................................. 29
Figure 10. Current Surface Water High Pressure System Flow....................................... 34
Figure 11. Proposed Surface Water High Pressure System Flow.................................... 35
Figure 12. Proposed 500 System Pump Arrangement..................................................... 36
Figure 13. Proposed Eidson Drive Elevated Tank and Pump Station.............................. 38
Figure 14. Mid-County Connector................................................................................. 40
Figure 15. Water Plant 2 Reinforcements.......................................................................42
Figure 16. Tobacco Road System Schematic.................................................................. 43
Figure 17. Ground Water to Surface Water Transition Area...................,....................... 46r
APPENDICES
Bound Separately
MAPS
Combined Water System Network Diagram
Network Diagram Details
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A.ugusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
1. EXECUTIVE SUMMARY
This report forecasts the drinking water needs of Augusta-Richmond County to
the year 2015 to provide a basis for effective management, planning, and operation of the
Water System. The projections and recommendations presented are the result of over one
year of analysis combined with 50 years of experience with the former Richmond County
and City of Augusta water systems.
The center of the second largest Metropolitan Statistical Area in Georgia,
Richmond County population is expected to increase to over 236,000 by 2015. To assess
water needs, mid-range population projections provided by the Augusta-Richmond
County Planning Commission were further delineated by type of use and distributed
among small zones. Applying the results of an analysis of local water use patterns, water
use was projected to increase to 50 million gallons per day (Mgd), with peak summer use
exceeding 90 Mgd.
Using the latest available technology, a database-driven water system distribution
analysis model was created - uniting projected water needs with water system components
conpiled from available published material, archives, personal interviews, and field
investigation. The resulting model is a graphical, numerical engine capable of accurately
predicting the effect of capital and operational improvements to the water system. By
applying various scenarios, the hydraulic model was used to evaluate economic
alternatives for each project.
The report is organized in an order which reflects the analytical process used to
evaluate water systems. Projections and methodology appears in the first 5 Sections. A
description and brief history of the urban and suburban water systems is presented in
Sec1jon 5 as a reference. Sections 6 and 7 discuss water production and distribution
improvements, respectively. A discussion of the fire flow analysis which was conducted
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
concurrently with the hydraulic analysis follows III Section 9 and the complete list of
recommended capital improvements is presented in Section 10.
This report provides the basis for a Capital Improvement Plan by identifying capital
projects which accommodate 2015 water demands. Three phases of construction are
outlined which divide the projects into 6 year planning groups identified as Phase 1 (1998-
2(03), Phase 2 (2004-2009), and Phase 3 (2010-2015). A summary of these projects is
given in Table 1 with reference to the section of this report which describes each project.
Table 1. Summary of Capital Improvement Projects
Project
Sjrface Water Production Improvement Projects
S'Jrface Water Raw Water Projects
Ground Water Production Improvement Projects
Urban Pressure System Restructuring Projects
M id-County Connector Projects
Tobacco Road Delivery System Projects
North Gravity System Supply Projects
Ground Water Plant System Improvement Projects
Proposed Ground water Plant Distribution Projects
Pile Hill System Improvement Projects
SE!rvice Area Expansion Projects
Miscellaneous Projects
Fire Protection Projects
Section
6.3
6.3
6.4
8
8.2
8.3
8.4
8.5
8.5
8.6
8.7
8.8
9
Cost
$ 6,600,000
$ 22,160,000
$ 13,000,000
$ 3,381.429
$ 8,755,969
$ 1,276,529
$ 923,711
$ 854,721
$ 2,628,225
$ 417,021
$ 4,422,413
$ 4,500,000
$ 113,133
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
2" INTRODUCTION
Administrative unification of the former City of Augusta and Richmond County
water systems took effect in January 1996 with the creation of the Augusta-Richmond
Utilities Department. Shortly thereafter, Series 1997 Revenue Bonds were issued to
provide the funds necessary for physical merging of the two systems and for Capital
Improvements. The Plan funded by the Bonds was a five-year plan consisting largely of
projects which remained from the Capital Improvement Projects of the former City and
County systems. In order to integrate the five-year plan into the larger framework of a
comprehensive water needs analysis, and to develop longer range planning guidelines,
ZEL Engineers was commissioned to undertake this study..
Of significant importance to the development of this study is the creation of a
computer model which was used in projecting needs and evaluating project alternatives.
Thi,s model will be used for a variety of purposes in the future, including troubleshooting,
prc1ect sequencing, and training.
This report presents the projections and analysis used to develop
recommendations, as well as the capital projects themselves. Although the scope of this
study is limited to addressing the water needs of the combined water system through
2015, consideration is given to long term needs of the Water System evaluating
alternatives. Capital projects were recommended based on the following system goals:
. Meet water demands through 2015,
. Combine urban and suburban systems into a single system,
. Provide multiple delivery paths for each subsystem,
. Connect water treatment plants with a mutually supportive pipeline system, and
. Utilize the cost-effective source of water supply.
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
Using these guidelines, a Capital Improvement Plan was developed as summarized
in Section 10. The plan is organized into six-year planning groups and divided into the
following categories: Distribution, Pumping and Storage, Raw Water, Production, and
Other.
3. RICHMOND COUNTY POPULATION GROWTH
Richmond County, with a current population of approximately 195,000, is the
seventh most populous county in the State of Georgia. Its Metropolitan Statistical Area
(N[SA) is the second largest in the State. Table 2 presents a comparison of growth
through 2015. Note that the Richmond County projections used are "mid-range" figures
developed by the Augusta-Richmond County Planning Commission. These mid-range
projections are the basis of the water needs analysis presented in this study.
~)Ie 2. Richmond County Population Growth Mid-Range Projections
Year
1970
1980
1990
2000
2010
2015
Source: 1 United States Census.
2 Augusta-Richmond County Planning Commission, Mid-Range Population Projections.
Richmond County
162,4371
181,6291
189,7191
209,0152
227,2362
236,3552
Since population density varies widely within the County, it was necessary to
divide the population among smaller divisions to more accurately assess water needs. The
divisions chosen were census tracts and traffic zones as shown in Figure 1. The traffic
zones are used by the Planning Commission for the Augusta Regional Transportation
Study as well as for other demographic analysis, and therefore population projections are
readily available for these divisions. Census tracts were also used in order to project the
population in areas not divided into traffic zones.
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
Figure 1. Richmond County Showing Census Tract and Traffic Zone Boundaries
L
Legend : ~
traffic Zone '
Census Tract .
4. WATER USE PROJECTIONS
In order to anticipate the capital needs of a water system, it is necessary to
estimate both the total demand for water and the usage patterns within a day. While
production facilities are designed for the total demand of water, the distribution system
mu st be designed to accommodate the hourly fluctuations of demand that occur during the
day. This section presents a general description of the method used to project total
demands and hourly variations.
Hourly demand patterns differ greatly with the type of user. A residential
neighborhood with grassed lawns, for example, may use five or more times their average
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
use on a hot summer day for inigation. In contrast, a factory with 24-hour production
may have an almost constant demand for water. These differences are accounted for in
the hydraulic model by grouping customers with similar usage patterns. For this study, the
chosen categories are residential, commercial, and industrial.
4,1 Distribution of Demand by Usage Category
.'
While the total demand for a water system can be measured fairly accurately using
billing records and production records, division of the total into the three usage categories
(r'~sidential, commercial, and industrial) is accomplished using demographic information.
Augusta-Richmond County billing history indicates that approximately 44% of total
demand is residential. The remaining 56% then is characterized as commercial plus
industrial. Since industrial demand involves a small number of individual accounts, the
industrial demand can be obtained from billing records and subtracted from the
"commercial plus industrial" amount to yield the commercial demand.
Once the total water use for each category is known, the demand must be
distributed geographically throughout the County in relation to where the actual water use
takes place. Industrial demand is placed at the actual location of the customer. It is
impractical, however, to distribute residential and commercial demands in this manner
since this would involve locating over 60,000 accounts. Instead, the County is divided
into small geographic regions with known population and employment estimates. The
served customers within each region are estimated and a "gpd per person" and "gpd per
employee" is applied which, when multiplied by the number of persons/employees, yield
the total demand.
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,Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
4.2 Current Water Use
Production and consumption records, as well as population data, is required to
e~;tablish the current water demand. This study uses 1996 as the "current" design year.
Analysis of billing and production records for the Urban and Suburban districts yielded the
current water demand shown in Table 3.
~ible 3.1996 Daily Average Water Demand by District
Daily Average Water Demand
22,110,000 gal
13,530,000 gal
35,640,000 gal
Urban District
Suburban District
TI)tal
Individual water customers which use a significant portion of the total water
production are termed Industrial Users. This category includes a small number of
customers with relatively stable and predictable, water use. The demand for each
Industrial User was included individually in the hydraulic model. Records for the twelve
mO:llthly billing cycles of 1996 were compiled for all water accounts with 2 inch or larger
meters. The top 41 customers (25 Urban District and 16 Suburban District) were selected
as Industrial Users. These customers are given in Table 5 and the total demand for these
customers is given in Table 4. Smaller industries are treated as commercial demands.
Table 4. Industrial Water Use 1996
Monthly Average Use (gal)
212,000,000
71,000,000
283,000,000
Daily Average Use (Mgd)
7.0
2.3
9.3
Urban District
Sut urban District
T otll
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I Augusta-Richmond Utilities Department
I Comprehensive Water System Study
Jlme, 1998
1 Table 5. Largest Industrial Water Users and Average Monthly Use 1996
Customer OOOgal/mo. . Customer OOOgal/mo. .
I 1 Nutra Sweet 86,978 U 22 John P. King Mill 3,518 U
:2 Medical College of Georgia 22,452 U 23 Occidental Chemical Corp, 3,497 S
:3 Avondale Mills Inc. 15,122 U 24 Spartan Mill - King Mfg, Co, 3,427 U
I 4 Kendall Company 12,354 S 25 P Q Corporation 3,325 S
,- Amoco Perf. Products 11 ,973 S 26 Peridot Chemical Company 3,125 U
.,
(l University Hospital 9,241 U 27 Coca Cola Bottling Co, 3,023 U
I -, Searle G.D. & Co 8,860 U 28 Kaku Inc. 2,440 S
I
H V A Hospital Lynwood 7,050 U 29 Augusta Services Co. Inc, 2,287 U
fl Castleberry's 6,636 U 30 Augusta Newsprint 2,095 S
1 10 Proctor & Gamble 6,519 S 31 Augusta Mall 1,978 U
1'1 Merry Brick Co 6,278 U 32 St. Joseph Hospital 1,816 U
1 :~ E-Z Go Textron 5,903 S 33 Archer Daniels Midland 1,557 U
1 1:3 Augusta State University 5,598 U 34 Richmond Co. Law Enfmt 1,538 U
14 Sweet Heart Cup Inc. 5,296 U 35 National Linen Service 1,365 U
1" Monsanto 5,247 S 36 Murray Biscuit Company 1,333 S
1 ,I
Hi Columbia Augusta Med. Ctr. 5,101 U 37 Spuds Inc. 1,317 U
11' Thermal Ceramics 4,551 S 38 EKA Nobel Inc. 1,170 S
1 1E Pondersa 4,370 S 39 Arcadian Fertilizer 1,109 U
1S Intemational Paper 4,219 S 40 J&J Mid-South 1,056 S
20 Synalloy 3,648 U 41 Piccadilly Cafeteria 891 S
1 21 V A Hospital Downtown 3,612 U
. Urban/Suburban
I Residential and Commercial water use was distributed using the method described
I in Section 4.1. Water use per person and per employee served was calculated to match
the total 1996 water use shown in Table 3. The results are shown in Table 6.
I ~Ie 6. Average Water Use Per Person/Employee Served (1996)
Served Basis Daily Average Use
I Re:.idential 173,237 persons 91 gpd 15.8 Mgd
Commercial (not Industrial) 81,467 employees 129 gpd 10,5 Mgd
Industrial 41 Industries actual 9,3 Mgd
I Tol.-:1l 35.6 Mgd
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
4.3 Projected Water Use
Water use for the year 2015 was projected by analyzing the population growth
individually in each of the 314 traffic zones which make up the total area of the County. A
p,ercentage served was assigned to each traffic zone which, when multiplied by the
projected population, yielded a population served for that zone. Likewise, the same
procedure was used to estimate commercial water use by assigning a percentage of
employees served.
Increase in water use can occur due to any (and frequently all) of three factors: (1)
expansion of the service area, (2) population and industrial growth within the existing
service area, or (3) increases in water use among existing customers. Most of the unserved
areas are floodplain and Federal Government property (Fort Gordon), leaving the extreme
southwestern portion of the County surrounding Blythe as the only significant unserved
area. Most of the increased water use will most likely result from population and
industrial growth within the existing service area.
Water use per person and per employee is projected to increase 5% by 2015. This
percentage is introduced in order to provide a contingency; and to account for the
increased availability of water. In the past, the water system was unable to supply the full
demand for water during peak summer conditions. Due to rapid population growth and
system limitations, peak demand conditions frequently resulted in low pressures and
occasionally water rationing. With improvements to the water system which eliminate
these events, water use per customer will show an increase.
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
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Table 7. Average Water Use Per Person/Employee Served (2015)
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r~esidential
Commercial (not Industrial)
Industrial
Total
Served
214,361 persons
122,851 employees
48 Industries
Basis
Summer Average Use
20.6 Mgd
16.6 Mgd
12.2 Mgd
49.4 Mgd
96 gpd
136 gpd
est.
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4.4 Hourly Water Use Variations
I
Although production facilities can be designed using only the projected maximum
daily water use as a parameter, design of most other system elements requires knowledge
of the variation in water use during the day. These usage patterns, termed diurnal curves,
vary by the type of customer. Figure 2 presents the relationships used in the hydraulic
model. Note that during a maximum day, residential demand increases dramatically,
commercial use increases slightly, and industrial demand is unaffected.
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Fi~lure 2. Diurnal Curves Used In Model
4.0
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3.5 =cr=rv1ax Cay Comrercial
-Avg Cay Residential
-Avg. Day Comrercial
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9:00 RIiI
12:00 AM
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
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Figure 3 shows the projection for maximum day demand through 2015. The
apparent increase in demand following 1996 is the result of two factors. First, 1994-1996
were relatively wet years, and therefore demand for water was low.
Secondly, water
rationing and operational problems in the water system limited the delivery capacity of the
water system during peak days. This caused less water to be produced than was actually
d,esired by the customers. Since the future projections are theoretical demand, the
apparent increase shown on the graph is actually a measure of the increased availability of
water at servicable pressures.
Figure 3. Maximum Day Demand Projections
100
80
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20
o
1990
1995
2000
2005
2010
2015
5. EXISTING WATER SYSTEM
Residents of Augusta-Richmond County receive drinking water from two sources.
The urban system takes its water from the Savannah River and will be referred to in this
report as the surface water system. The suburban system draws its water from two
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
primary well fields and three secondary wells and will be referred to as the ground water
system. A summary of statistics for the combined system is presented in Table 8.
T<Elble 8. Combined Water System Statistics
Accounts1 Treatment Daily Maximum Treated
Capacity (1991-1997)
Surface 32,500 45,0 Mgd 39.3 Mgd
Ground 29,300 22.0 Mgd2 18.4 Mgd
Combined 61,800 67.0 Mgd 57.7 Mgd
11997 estimated Values, includes up to 9% inactive accounts
2System daily capacity. Permitted capacity is 18.4 Mgd monthly average.
Daily Average Treated
(1991-1997)
23.8 Mgd
12.2 Mgd
36.0 Mgd
Figure 4 shows the existing surface and ground water system service areas. The
line coincides roughly with the Gordon Highway from Fort Gordon to Old Savannah
Road, then southeast to the river.
Fi!;Jure 4. Division between Surface and Ground Water Systems
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
5.1 Surface Water System
A Raw Water Pump Station draws surface water from the Augusta Canal and
ddivers up to 50 Mgd to the Highland Avenue Filter Plant. Upgraded in 1987, the filter
pi,ant is permitted at 45.0 Mgd and designed to filter 60 Mgd using its 10 filters. The water
is stored in on-site clearwells with a capacity of 15 million gallons before delivery to
customers.
With a water surface elevation of 433 ft. above Mean Sea Level (msl), the
ck~arwells are sufficiently elevated to serve the downtown area and areas lying in the
Savannah River plain (below elevation 300 ft.). Approximately one-half of the potable
water delivered to customers flows by means of gravity. The remaining half is delivered
by means of pumping. A summary of the surface water pressure systems is given in Table
9 :md a discussion of each system follows.
Table 9. Surface Water Pressure Systems
System
Super High
High
Mjusted High
Intermediate
Low
Service Elevation
630 ft.
564 ft.
500 ft.
433 ft.
310ft.
Water Source
Fort Gordon Pump Station
High Service and Auxiliary High Service Pump Stations
PRY from the High System
Gravity from Clearwells
PRY's from the Intermediate System
The gravity system is divided into two subsystems defined by their operating
elevations: the Intermediate System (elev. 433) which serves customers below 300 ft., and
the Low System (elev. 310) which serves customers below 200 feet.
Water flows directly from the clearwells into the intermediate system which serves
an area extending from Alexander Drive and National Hills in the north, around the Hill
SeGtion in the east, and Highland Avenue and Milledgeville Road in the South. An
elevated tank at Berckman's Road provides system storage. From the intermediate
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
system, pressure reducing valves in Battle Row, Wrightsboro Road, Olive Road, and
rvW..ledgeville Road lower the operating elevation to 310ft. to form the Low System,
The remaining half of the surface water treated at the Highland Avenue Plant is
pumped into two distinct pressure systems and one sub-system through three high service
pump stations. Two of the pump stations, the high service and auxiliary high service
stations, deliver water to a service elevation of 564 feet, which is sufficient to serve
customers at ground elevations up to 400 feet. This system, known as the High System,
dl::llivers roughly 43% of the total surface water to the Hill Section and the northwest
comer of Augusta. A single elevated tank (0.5 MG) by the raw water reservoirs at
Highland Avenue provides system storage.
The High System supplies surface water to the Adjusted High Sub-System through
a pressure reducing valve to a service elevation of 500 feet The Adjusted High System
serves customers between Wheeler and Skinner Mill Roads and is suited to supply
customers at ground elevations up to 350 feet. An elevated tank (0.75 MG) at Wheeler
Road provides storage.
The third high service pump station, the Fort Gordon Pump Station, delivers
surface water to the area generally bounded by Interstate 20, the Bobby Jones
Expressway, and the Gordon Highway. Water is supplied through an 18" main which
ex,:ends from the Highland Avenue Plant to Fort Gordon. This Super High System
operates at a service elevation of 630 ft. and is capable of serving customers at ground
elevations up to 500 feet. An elevated tank on Belair Road (1 MG) provides storage.
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
.:! able 10. Schedule of Surface Water System Storage
Location
Elevation
System
Gallons
Clearwell 1 433 1,250,000
Clearwell1 433 3,000,000
Clearwell1 433 5,000,000
::/earweIl1 433 1,600,000
::learwell1 433 4,600,000
------------------------------------------------------------------------------------------------------------__MM.
Total Clearwells 433 All 15,450,000
3erckman's Road 418 420 500,000
I~eservoir Tank 564 564 500,000
Augusta State (350,000 gal., inactive) 557 0
Watton Way Extension 501 500 750,000
13elair Road 630 630 1,000,000
Total Storage 33,650,000
Table 11. Schedule of Surface Water System Pumping
Location From To Head (ft) gpm
Central Avenue Booster Station 433 420 66 3,000
-----------------------------------------------------------------------------------------------------------------
Aux. High Service Pumps 433 564 173 8,100
Aux. High Service Pumps - Future 433 564 0
Aux. High Service Pumps - Future 433 564 0
Aux. High Service Pumps - Diesel 433 564 173 8,100
-----------------------------------------------------------------------.-----------------------------------------
High Service Pumps - Diesel 433 564 160 2,000
High Service Pumps 433 564 160 5,600
High Service Pumps - Backup 433 564 160 2,000
High Service Pumps 433 564 160 3,500
--.-------------.---------------------------------------------------------------------------------------------.--
Fort Gordon Pumps - Diesel 433 630 310 1,200
Fort Gordon Pumps 433 630 300 2,000
Fort Gordon Pumps 433 630 300 2,000
Fort Gordon Pumps - Backup 433 630 310 1,200
--..--------------------------------------------------------------------------------------------------------------
Wrightsboro Road Booster 630 630 110 2,000
Wrightsboro Road Booster (Inactive) 630 630 110 2,000
Total Pumping 42,700
5.2 Ground Water System
The suburban water system extracts water from the Tuscaloosa Aquifer using two
primary well fields and three individual wells. The primary well fields each supply a water
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Comprehensive Water System Study
JLlne, 1998
treatment plant which provides aeration, fluoridation, disinfection, pH adjustment, and
corrosion control. The older Plant NO.1 is located on Peach Orchard Road at Lumpkin
Road while Plant NO.2 is located on the Highway 56 loop at 4H Club Road. The two
treatment plants each contain a clearwell and five high service pumps which deliver water
to a service elevation of 417 feet.
The elevation 417 system serves the northern, center and easternmost portions of
tl::e suburban water system. The primary distribution main for the system is an 18 inch
main which connects to the surface water system in Wheeless Road at Milledgeville Road,
extends southeastward to Plant No.1, southward along Highway 25 and eastward along
Tobacco Road and connects to the larger mains from Plant NO.2. In the north, the
system supplies much of the commercial development along Peach Orchard and Dean's
Bridge Roads as well as residential areas south of Milledgeville Road. A booster station
at Norton Road provides additional pressure when required to fill a ground storage tank
(0.3 Mg) on Golden Camp Road from which water is delivered to the High System
(service elev. 598 ft.) by the Golden Camp booster station. In the center, the system
supplies ground storage tanks and booster pumps at Richmond Hill Road (0.5 MG) and
Faircrest Avenue (5.0 MG) which provide the remainder of the High System supply. In
the east, the system supplies heavy industry including Miracle Mile, Highway 56, and New
Savannah Road. The system currently extends south to McBean.
Water pumped from the Richmond Hill and Norton Road booster stations supplies
tht: northern end of the High (elev. 598) system. This service area extends roughly along
the Bobby Jones Expressway from the Gordon Highway to Richmond Hill Road.
Elevated tanks at Lumpkin Road (0.25 MG) and Georgetown Drive (0.5 MG) provide
sy~:tem storage. This system is connected to the southern end of the High System
although little water travels between the two.
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Augusta-Richmond Utilities Department
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June, 1998
Table 12. Ground Water Pressure Systems
System
'-iigh
Service Elevation
598 ft.
Water Source
Booster Pumps from 417 system at Golden Camp Rd.,
Richmond Hill Rd. and Faircrest Avenue
Booster Pumps from 457 system at Brown Road
Pine Hill Wells 1,2, and 3
Water Plants No. 1 and NO.2
;::line Hill High
l::line Hill
Water Plant
521 ft.
457 ft.
437/417 ft.
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The southern end of the High System includes Tobacco Road east to Highway 25
and the residential developments adjoining Tobacco Road. This region is supplied by
three booster pumps at Faircrest Avenue which pump from the 5.0 MG ground storage
tanle This system also returns water to the elev. 417 system through a pressure reducing
valve into the Morgan Road 2.0 MG ground storage tank. Southern High System storage
is provided at Fairington Drive (0.25 MG), Tobacco Road (0.5 MG), and Greenland Road
(0.5 MG).
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Tclble 13. Schedule of Ground Water System Storage
Location Elevation System Gallons
WTP #1 Clearwell 162 All 500,000
WTP #2 Clearwell 128 All 1,000,000
Faircrest Avenue 436 417 5,000,000
Faircrest Avenue 417 417 500,000
Windsor Spring Road 417 417 500,000
Richmond Hill Road 417 417 500,000
Golden Camp Road 417 417 250.000
Morgan Road 417 417 2,000,000
Brown's Road (inactive) 417 417 1,000,000
P ne Hill 457 521 300,000
Pne Hill 521 521 150,000
Wallie Drive 457 457 300,000
H ghway 56 457 417 500,000
Tobacco Road 598 598 500,000
Fairington Drive 598 598 250,000
Georgetown 598 598 500,000
Lumpkin Road 598 598 250,000
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June, 1998
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Waynesboro Road
Rose-Hill (inactive)
3reenland Road (inactive)
Total
521
412
598
521
500,000
2,000,000
500,000
16,750,250
598
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Table 14. Schedule of Ground Water System Pumping
1
Location From To Head (ft) gpm
WTP #1 - Pump 1 162 417 310 1,400
WTP#1-Pump2 162 417 310 1,400
WTP #1 - Pump 3 162 417 310 1,400
VVTP#1-Pump4 162 417 310 1,400
VVTP #1 - Pump 5 162 417 310 1,400
------------------------------------------------------.-----------------------------------------------------___a.
WTP #2 - Pump 1 128 417 352 1,800
WTP#2-Pump2 128 417 352 1,800
'vVTP#2-Pump3 128 417 352 1,800
VlfTP#2-Pump4 128 417 352 1,800
WTP #2 - Pump 5 128 417 352 1,800
------------------------------------------------------------------------------------------------------------___a.
Highway 56 Booster (inactive) 417 457 153 1,400
H;ghway 56 Booster (inactive) 417 457 153 1,400
Brown's Road Booster (inactive) 417 417 124 1,400
Brown's Road Booster (inactive) 417 417 124 1,400
Faircrest Booster Station 417 598 285 1,050
FClircrest Booster Station 417 598 285 1,050
Fclircrest Booster Station 417 598 285 1,050
Ri,:hmond Hill Booster Station 417 598 280 1,060
Richmond Hill Booster Station 417 598 280 1,060
Richmond Hill Booster Station 417 598 280 1,060
Norton Road Booster Station 417 41.7 59 1,360
Ncrton Road Booster Station 417 417 59 1,360
Norton Road Booster Station 417 417 52 2,350
Gclden Camp Booster - Vertical 417 598 285 1,050
Golden Camp Booster Station 417 598 236 1,100
Golden Camp Booster Station (spare) 417 598 700
Golden Camp Booster Station (spare) 417 598 700
Total Pumping 36,550
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Comprehensive Water System Study
June, 1998
6. WATER PRODUCTION
The surface water treatment plant is currently operating below capacity. The
maximum daily production over the last five years was 38 million gallons per day (Mgd),
lower than the plant's 45 Mgd permitted capacity. Increasing plant production is
economical since little capital investment would be required. Increasing production
beyond the plant's current permitted capacity of 45 Mgd would require additional expense
for chemical treatment and subsystem upgrades.
The ground water system is also operating slightly below its capacity with a
maximum use of 18.4 Mgd. The ability to increase the capacity of the existing ground
water systems, however, is limited by the dependable yield of the aquifer and its impact on
ground water levels. The strategy pursued in this study is to maximize use of all existing
sY5tems to meet the needs of the entire system. The marginal cost of providing water is
quite low for levels up to 45 Mgd of surface water and 23 Mgd of ground water.
Increasing the surface water production capacity to 60 Mgd requires some upgrades to
equipment and chemical systems. The major components of the filtration plant, however,
are capable of 60 Mgd. The transport of taw water to the filtration plant also requires
capital improvements to exceed the current 50 Mgd capability. The improvements
necessary to raise the capacity of the raw water facility to 60 Mgd are described in the
Augusta Canal Utilization and Raw Water Pumping study published in June, 1998,
6.1 Water Production Need
As discussed in Section 4, maximum day demand is projected to rise from 69
Million gallons per day to 92 Mgd in 2015. Of this 92 million gallons per day, it is
anticipated that 12 Mgd is available from future ground water plants. Combined with the
existing ground water facilities (plants 1 and 2 and the three Pine Hill Wells are capable of
approximately 22 Mgd and permitted for 18.4 Mgd on a monthly average), the balance of
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June, 1998
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58 Mgd can be supplied from surface water (see Table 15). Considering the existing
permitted capacity of the Highland Avenue surface water plant (45 Mgd), the additional
surface water production required by 2015 is 13 Mgd.
I
Table 15. Surface Water Production Deficit Projection
Current 2005 2010 2015
Total Max Day Demand (Mgd) 69 78 85 92
Plants 1 and 2 and Pine Hill Wells 22 22 22 22
Future Plant 3 (ground water) 6 6 6
Future Plant 4 (ground water) 6
Ii:equired from Surface Water 47 50 57 58
Current Highland Ave. Permit 45 .45 45 45
Surface Water Deficit (Mgd) 2 5 12 13
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Fi~lure 5. Projected Maximum Day Demand Showing Water Production Capacity
100
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80
----. ----,-------
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--___ _ __1_
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------_...!_-----
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cu
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=::2:
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P6 Highland to 75 d
60
63
20
,
I
I P1 Kimberly Clark 6 Mgd I
- - - - - - - _ -4- _ _ _ _ _ _ ~ _ _ _ _ _ _ _ _ "_ I _ _ _ _ _ _ ~ _ _
'--..!.rqd. from storage : Ground Water
Combined WTP 9apacity 22.0 Mgd : or surface system I
(18.4 Mgd montht{ average) I excess I
, I I
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- - ',-
I
,
Surface Water
-----...~--------l
P2'Liltle Spjr~ Ck 6 Mgd
40
29
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1990
1995
2000
2005
2010
2015
I
I
Additional surface water can be provided by improvements to the Highland
Avenue facility. The Highland Avenue facility is designed to accommodate 60 Mgd with
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Comprehensive Water System Study
June, 1998
reasonable capital expenditure. Upgrading beyond this limit would be cost effective as
well, since a significant portion of the infrastructure of the existing works could be shared.
The expansion plan for the Highland Avenue WTP should maintain sufficient
operating reserve that one of the ground water plants could be taken off-line during an
emergency. This requires that plant capacity be maintained at approximately 10 Mgd
above the surface water maximum day demand. Figure 5 presents the recommended
upgrade path for surface and ground water production facilities. The demand distribution
bHween surface and ground water that is shown in the figure are the result of the analysis
described in the following section.
6..2 Treatment Facility Service Areas
Minimizing the cost of producing the water required to meet future demands
depends upon making efficient use of the existing production facilities. To accomplish
thi s, boundaries were defined surrounding each of the existing treatment facilities which
represented the largest areas which could be served from the facility. The hydraulic model
was used to generate the water demand for each of the areas based on the 2015 design
year, These boundaries considered the existing infrastructure, elevations, and system
redundancy. As capital improvement projects were added to serve future customers, the
service area boundaries were redrawn, resulting in the areas shown in Figure 6.
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Comprehensive Water System Study
June, 1998
Figure 6. Proposed Water Treatment Plant Service Areas and Design Flows
,tf.
In addition to making full use of the existing treatment facilities, the service areas
shown in Figure 6 provide the added benefit of system redundancy. The geographic
proximity of the systems ensures that there are multiple sources of water for all customers.
, While a limited amount of surface water has been available to the ground water users for
some time and the ground water systems are interconnected, system geometry prevented
ground water from being used to augment surface water. With the distribution system
improvements described later in this report, it will be possible to supply all surface water
users with a limited supply of ground water under emergency conditions. The projected
water demand for the proposed service areas is given in Table 16. The proposed
treatment capacity of the production facilities includes sufficient reserve at the Highland
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June, 1998
Avenue facility to replace any of the ground water plants m an emergency or for
operational reasons.
Table 16. Projected 2015 Water Production Need By Service Area
1
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Service Area
dighland Avenue
1=>lant #1
F)lant #2
Proposed Plants #3 and #4
Total
Max Day Demand 2015
63 Mgd
11 Mgd
11 Mgd
7.5 Mgd
92 Mgd
Proposed Capacity 2015
72 Mgd
10 Mgd
10 Mgd
12 Mgd
104 Mgd
6.3 Surface Water Production Improvements
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Paralleling the population growth in the urban areas in recent years, the Highland
Avenue WTP is now treating approximately 39 Mgd maximum. As additional service area
is added to the Plant, the projects listed in Figure 7. Surface Water Production History
1990-1997
35 35,000
30 30,000
CIl
s- 25 25,000 S
Cl II)
~ ::!:
"0 20 20,000 ~
8. - C'll
E ~
:J ...
c.. 15 15,000 ~
...
CI) .8
-
C'll E
~ 10 10,000 :J
Z
5 - 5,000
- 0
1991
1992
1993
1994
1995
1996
1997
_ Highland Avenue WTP
- Water Meters
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Comprehensive Water System Study
JLlne, 1998
Table 17 will be required to meet the projected system demand and backup supply
to the ground water system shown in Table 16.
The initial upgrade of the surface water production facilities begins with Project
P3, an upgrade of the Highland Avenue water plant from 45 Mgd to 60 Mgd. Since the
plant is currently operating under maximum day demands near 40 Mgd, and additional
demand is being added with the connections to the ground water system, this project is
scheduled for this year. Many components of the plant are capable of producing the
greater amount but is limited by its operating permit of 45 Mgd and some subsystem
capabilities. The plant was last upgraded in the 1986. This project includes conducting a
pil.ot study (required by the Georgia EPD in order to change the filter rating from 3 to 4
gpm/ft2) and evaluation of support systems.
FilJure 7. Surface Water Production History 1990-1997
35
5
35,000
30,000
...
S
III
:i: 10
l/I
25,000 S
GI
~
. 20,000 S
III
~
15,000 '0
...
Gl
..0
E
. 10,000 ::3
Z
;;- 25
Cl
~
-g 20
a.
E
~ 15
- 5,000
o
1991
1992
1993
1994
1995
1996
1997
... Highland Avenue WTP
- Water Meters
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
Table 17. Surface Water Production Improvement Projects
Project
P3 High Rate Highland Avenue WTP to 60 Mgd
P4 Replace Highland Avenue Flocculators
P5 Turknett Springs Dredge
P6 Upgrade Highland Avenue WTP to 72 Mgd
P7 Highland Avenue Clearwell Baffling
Phase
1
1
1
3'
1
Cost
$ 1,300,000
$ 600,000
$500,000
$ 3,000,000
$ 1,200,000
Inspection of the Highland Avenue WTP revealed three significant upgrades
n:quired to facilitate the upgrade to 60 Mgd. Project P4 replaces the 6 flocculator units
and is scheduled for Phase 1. Project P7 installs bafiling in the existing clearwell #2 and is
scheduled for Phase 1. Project P5 is included to dredge the existing sediments and
improve the Turknett Springs Retention Facility to accommodate the projected volume of
sediment through the design period.
Project Rl is an expansion of the Raw Water Pumping Facility at the Augusta'
C:mal. This project is scheduled for Phase I and is based on the results of the study
published concurrently to this report entitled Augusta Canal Power Utilization and Raw
w,:lter Pumping Engineering Study. The Canal Power Study utilized the water needs
projections from this report. Refer to the Canal Power Study for further details.
Table 18. Surface Water Raw Water Projects
Project
R1 Raw Water Pumping Station
R2 60' Raw Water Line
R 3 42" Raw Water Line
Phase
Cost
$ 10,760,000
$ 9,400,000
$ 2,000,000
Projects R2 and R3 address the delivery of raw water to the Highland Avenue
Plcnt. Four transmission mains are currently in place: (1) a 42 inch prestressed concrete
pipe installed in 1974, (2) a 36 inch steel pipe installed in 1952, (3) a 30 inch cast iron pipe
installed in 1898, and (4) an 18 inch cast iron pipe installed in 1942. Currently, the 42
inch main is out of service due to several failures. With the large pipe closed, the delivery
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capability of the system is 38 Mgd. This figure is less than the estimated 42 Mgd current
maximum day demand and therefore water that could be for transferred to the ground
water systems during peak use is not available. For this reason, Project R2 'recommends
construction of a 60 inch raw water main in Phase 1. Project R3 is included to repair the
42 inch main in Phase 1. This project provides the redundancy needed to ensure that the
raw water delivery system is capable of meeting the demands of the expanding surface
water system. A study currently underway will evaluate the cost effectiveness of repair or
n:placement of this line.
Project P6 is the second upgrade to the Highland Avenue water plant to increase
it:; capacity from 60 Mgd to 75 Mgd. This upgrade will maintain the required operating
margin to reinforce the ground water systems.
6.4 Ground Water Production Improvements
Following significant population growth in suburban Richmond County in recent
years, demand for ground water is near the capacity of the existing well fields. As shown
in Table 19, the two ground water treatment plants and the three Pine Hill wells combined
now average nearly 13 Mgd with a maximum of over 18 Mgd. Increasing population in
thl~ regions currently served by ground water cannot be served from the existing plants and
thl~refore must rely on other sources.
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
Figure 8. Ground Water Production History 1990-1997
16
2
32,000
14
28,000
._ 12
~~
I:>>
:~ 10
,~
l~
11. 8
I:
:,
c..
(~ 6
..
u
~.
:;. 4
24,000 ~
Q,l
Qj
20,000 ~
Q,l
-
III
- 16,000 :s:
....
o
...
12,000 ..8
E
::l
8,000 z
,4,000
o
1990
1991
1992
1993
1994
1995
1996
1997
SIIlI!m1 Plant 1 _ Plant 2 ~ Well 1 c:::::J Well 2 c::::::J Well 3 - - - Water Meters
This report recommends distribution system changes such that the service area for
Plants 1 and 2 is shifted south and maintains the production rates that the system is
capable of delivering. This will be accomplished by serving northern and eastern portions
of the suburban system with surface water and construction of additional ground water
facilities in the southern end of the system. The proposed capacity for the ground water
plants is given in Table 16.
Table 19. Ground Water Maximum Day Production 1997
Plant 1
Plant 2
Pine Hill Well 1
Pine Hill Well 2
Pine Hill Well 3
Total
Max Day 1997
(Mgd)
7.4
8.7
0.45
0,50
0.97
18.0
Capacity (Mgd)
Permitted (Mgd)
10.0
10.0
.50
.50
1.0
22.0
18.4 (monthly avg.)
'ZEL,
ENGINEERS
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Comprehensive Water System Study
June, 1998
A report entitled New Well Field and Water Treatment Plant Evaluation prepared
by ZEL Engineers in March 1997 evaluated two locations in South Richmond County for
the feasibility of constructing a ground water treatment plant. Subsequently, the Utilities
Department commissioned an aquifer study by Parsons Engineering Science to evaluate
tbe impacts of withdrawing water at these sites. Based on these findings, project PI and
P:2 recommend construction of two 6 Mgd well fields and treatment plants at the Kimberly
Clark site and Little Spirit Creek site, respectfully. The Kimberly Clark site is scheduled
for construction during Phase I to coincide with industrial development near the site. This
plant would serve the Pine Hill High System at service elevation 521. This subsystem is
described further in Section 8.5.
Talble 20. Ground Water Production Improvement Projects
Project
P1 Kimberly Clark 6 Mgd Water Plant
P2 Little Spirit Creek 6 Mgd Water Plant
Phase
1
3
Cost
$ 7,000,000
$ 6,000,000
7. SYSTEM IMPROVEMENT CONSIDERATIONS
Meeting 2015 water needs for Augusta-Richmond County while minimizing cost
will require that capital projects be undertaken in a systematic manner which, when
completed, will support the planned system arrangement of 2015. This section discusses
the general design philosophies which were used to meet the following system goals:
-Meet water demands through 2015,
- Combine urban and suburban systems into a single system,
- Provide multiple delivery paths for each subsystem,
- Connect water treatment plants with a mutually supportive pipeline system, and
- Utilize the cost-effective source of water supply.
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
7'.1 Self-Reinforcing Production Capability
In municipal water systems with a single water source and production facility,
significant redundancy is required to guard against mechanical failure or natural water
shortages. Where multiple water sources and production facilities are available, the
likelihood that a single failure or event will affect the entire water production capability of
the municipality is reduced and therefore less reserve production capacity is required.
~gure 9. Self-Reinforcing Water Production Schematic
Highland Avenue
2015 demand = 63 Mgd
Plant 1
2015 demand = 11 Mgd
Plant 2
2015 demand = 11 Mgd
Proposed Plants 3 & 4
2015 demand = 7.5 Mgd
The Augusta-Richmond Utility system will, by 2015 consist of one of the largest
surl1ice water plants in Georgia, four ground water plants and wellfields, and several
individual wells. The number and geographic proximity of these facilities presents the
opportunity for each plant to reinforce its neighboring facility. This arrangement, shown in
Figure 9, provides for lower capital expenditure by reducing the necessity for large
production reserve.
9625 Ipt ARC Water,doc
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
The self-reinforcing production arrangement has the inherent advantage of
maximizing the use of the existing distribution system. The arrangement shown in the
figure allows each production center's distribution system to be mutually supportive,
providing a backup capability seldom available in municipal water systems.
7.2 System Storage and Pumping Requirements
System storage consists of ground or elevated water storage tanks which serve
three purposes: equalization, fire storage, and emergency storage. Equalization storage
allows the tank to discharge during high use periods and fill during low use periods. This
prevents over-sizing pumps to meet peak demands by providing for constant-rate pumping
throughout the day. Equalization also results in more uniform system pressures. Fire
storage is in addition to equalization storage and provides fire-fighting capacity.
Emergency storage is in addition to both equalization and fire storage and guards against
production or other failures.
Pumping and Storage requirements for each of the restructured (see Section 7.3)
pn~ssure systems is presented in Table 21. The pumping requirement shown is maximum
day demand in gallons per minute and assumes sufficient equalization storage. The
storage requirement shown is equalization storage only. Fire and emergency storage is
nOl: included for several reasons. First, the self-reinforcing nature of the production
facilities minimizes the risk that a serious conflagration would coincide with another
emergency, thereby reducing the need for separate fire and emergency storage. Secondly,
the restructured pressure systems are geographically proximate and are physically
connected. Interconnections will be provide for all subsystems in this Plan such that
storage in at least one neighboring system will be available during a fire or other
effil~rgency. Finally, all pumping stations will possess spare pumps. Since it is less likely
thal: a fire or other emergency will coincide with pump mechanical failure, this excess
pumping is available for emergency use.
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
Table 21. System Storage and Pumping Requirements (2015)
:System Service Elevation Pumping (gpm) Storage (gal)
Ground High 598 ft. 5,300 1,100,000
Pine Hill High 521 ft. 3,100 650,000
Pine Hill 457 ft. 1,400 300,000
Water Plant 417 ft, 13,500 2,800,000
---------------------------------------------------____________________________.________________________________0
Surface Super High 630 ft. 5,000 1,000,000
High 564 ft. 8,300 2,000,000
Adjusted High 500 ft. 5,800 1,200,000
Intermediate 433ft. 5,200 1,100,000
Low 310 ft. 16,200 3,400,000
Multiple emergency storage connections will be provided for the ground water
systems. The High (elev. 598 ft.) System has access to surface water Super High (elev.
6~ 0 ft.) System storage through the recent connection to the 18 inch main at Gordon
Highway and Project D23. In addition, three booster stations (Richmond Hill, Faircrest,
and Golden Camp) are available to pump into the High System. The Pine Hill High (elev.
521 ft.) System will have access to water from the Water Plant System (elev. 417 ft.)
through the Brown Road and Hwy 56 Booster Stations and the lower Pine Hill System
(elev. 457 ft.) through two connections. The lower Pine Hill System is connected directly
through closed valves to the High and Pine Hill High and to the Water Plant System
through a booster station added in Project PS8. The Water Plant System, the largest of
tht: ground water pressure systems, has access to storage in all three higher systems as
well as having direct connection to the surface water system through two existing
cOlmections and the Mid-County Connector (see Section 8.2). The latter project includes
substantial additional clearwell storage at the Highland Avenue facility which will be
available for fire or emergency storage.
The surface water systems also will be provided with multiple sources for fire and
emergency supply. The Super High (elev. 630 ft.) System will have direct access to
Ground Water High (elev. 598 ft.) System storage through the recent connection to the 18
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
inch main at Gordon Highway and Project D23 and through the new Eidson Drive
Pumping Station, Projects PS3 and PS4. The High (elev. 564 ft.) System will receive a
new 1.0 million gallon elevated tank on Wheeler Road (project PS2) and has access to
S:Llper High Storage through closed connections in Flowing Wells Road and Wrightsboro
Road. The Adjusted High (elev. 500 ft.) system will receive a new 0.75 million gallon
tank (Project PSI) and has access to High System storage through the 16 inch mains in
~'alton Way Extension and Wheeler Road. The Intermediate (elev. 433 ft.) System will
b<:: connected to a new clearwell (project PS5) by Project D21. In addition, the
in1:ermediate system is connected to the Ground Water Plant System through the 18 inch
main in Wheeless Road. The Low (elev. 330 ft.) System contains no remote storage of its
own since it is directly connected to the Highland Clearwells through the Intermediate
System. Project D42 installs a connection to the Mid-County Connector through a new
pressure reducing valve in Doug Barnard Highway.
7.:~ Pressure System Restructuring
Ground elevations in the Richmond County vary from roughly 120 to 400 feet
above sea level. This topography requires that pressure subsystems be used to serve all
cm:tomers at adequate pressures. Closely following elevation guidelines has many benefits
including consistent pressures, economic elevated storage sites, and efficient use of
energy. Table 22 lists the recommended ground elevations to be served by the existing
pressure systems. These elevations have been chosen to maintain system pressures in
mo st cases between 50 and 100 psi.
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Comprehensive Water System Study
June, 1998
Table 22. Pressure System Service Elevations
System
Service Elevation
Range of Ground Elevations
'3round High 598 ft. 380 - 475 ft.
Pine Hill High 521 ft. 250 - 400 ft.
Pine Hill 457 ft. 200 - 350 ft,
Water Plant 417 ft. 120 - 305 ft.
-.--------------------------------.-----------------------------------------------------------------------------.
Burface Super High 630 ft. 400 - 510' ft,
High 564 ft, 300 - 450 ft.
Adjusted High 500 ft. 250 - 380 ft.
Intermediate 433 ft. 150 - 300 ft.
Low 310 ft. 120 - 190 ft.
8.. CAPITAL IMPROVEMENT PROJECTS
8.1 Urban High Pressure System Restructuring
As demand in West Augusta increases, particular strain will be placed on the High
(564 ft.) system. As shown in Figure 10, the current High System serves customers
between 200 and 450 feet in elevation. To reach the northern portion of the system, water
must travel through a high demand area and around the current Adjusted High (elev. 500)
sy~;tem. Serving future demands in this region with the current pressure system
boundaries would require construction of significant mains between the plant and the
northern portion of the system. In addition, the ground elevations north of Washington
Road prohibit construction of a needed elevated storage tank at the system service
elevation.
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
!igure 10. Current Surface Water High Pressure System Flow
<_-.1
/ '2(JO
.. ";.
The proposed restructuring of the urban high pressure systems is shown in Figure
II, This arrangement makes use of the 18" main in Berkman's Road that is currently
being used for raw water service. After the new raw water main is placed in service, this
smaller main is available for finished water use. We propose that the current High System
service area be split into two portions and the northern portion be joined with the
Adjusted High (500 ft.) system. This arrangement provides several benefits:
(1) Customers north of Wheeler Road will be served directly from the Highland
A wnue plant at a service elevation more compatible with ground elevations,
(2) Serving this region from the lower elevation will allow the currently
underutilized Walton Way Extension elevated tank (0.75 MG) to serve additional
cus.tomers, and
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
(3) The smaller High system that results will be able to accommodate future
growth without significant line work from the water plant westward.
Figure 11. Proposed Surface Water High Pressure System Flow
)
'-20~"" _',
>
,... ~,
8.1.1 Adjusted High (elev. 500 ft.) System
The existing 500 system is served through a pressure reducing valve from the 564
system. The new 500 system will be fed directly from the Highland A venue WTP by
connecting one of the two high service pump stations to the new system and utilizing the
existing pumps. The pumping arrangement shown in Figure 12 will require that the
existing 30 inch main be connected to the converted 18 inch raw water main at Helen
Stre,et (project D7). The 18 inch raw water main will be converted to finished water
service (Project D12) and connected to the existing 0.75 MG Walton Way Extension Tank
ZEL, ENGINEERS
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
through a 16 inch main along Boy Scout Road (Projects Dl and D2) and to Washington
.Road through a 16 inch main in Berckman's Road (Project D13).
Figure 12. Proposed 500 System Pump Arrangement
ExIsUng
18"Maln
Proposed 20"
10 Helen Sl
~
East Reservoir
dose
i
Highland Avenue ~,3
High Service -r.f"
Pump Station '2
No,2
2000 gpm
Auxiliary High Service ~
Pump Station 3500gpm
close
..
~
10 Wrig.tsboro Rd.
Cen1noI Avenue
10 Wrightsboro Rd,
Projects D5 and D6 provide an additional 16 inch service main in Phase 3 from the
Water Plant to accommodate future demands. A 0.75 MG elevated storage tank at Mayo
Drive (Project PS 1) is scheduled for Phase 3 to furnish equalization and fire flow storage
to meet 2015 demands.
8.1.2 High (elev. 564 ft.) System
Since the High Service Pump Station will be used for the new elev. 500 system,
the Auxiliary High Service Pump Station will serve the new elev. 564 system. Project PS6
add~: a 3500 gpm pump to the station to provide operational flexibility.
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Comprehensive Water System Study
June, 1998
Projected demand increases in West Augusta create the need for additional
elevated storage to equalize pumping and provide fire protection. Project PS3 places a 1.0
MG elevated tank on Eidson Drive, near the intersection of Barton Chapel and
Wrightsboro Roads. The tank will serve dual purposes by providing elevated storage for
the 564 system during normal use and as storage for pumping into the 630 system during
peak demands. The proposed arrangement shown in Figure 13 places a portion of the
existing Super High system on the High System requiring that the projects be worked in
conjunction with the Super High System modifications described in the following section.
Projects D8 and D9 complete a loop by providing a 16 inch main from Wrightsboro Road
to the new Wheeler Road tank which is currently in the design phase.
8.1.3 Super High (elev. 630 ft.) System
The Super High system shown in yellow in Figure 11 is supplied through a single
U: inch main from Highland Avenue. Future demand in this system requires that an
ad,ditional supply source be developed. The proposed system restructuring will allow the
existing main in Wrightsboro Road to be used to supply the 630 system through a new
booster station located near Eidson Drive (Project PS4). A 16 inch main connecting
Barton Chapel Road and Belair Road (project D 1 0) IS proposed for this site. The
pr()posed arrangement is shown in Figure 13.
Further strengthening of the Super High system is accomplished by connecting the,
18 inch service main to Fort Gordon with the Belair Road tank (1.0 MG) along the new
Dyess Parkway (project Dl1). A 16 inch main along the new Parkway will provide
service for new industrial development while assisting tank filling. The new main will also
allow the Belair Road tank to serve the Ground Water High System through the Barton
Chapel Road connection described in Section 8.3.
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Comprehensive Water System Study
June, 1998
!:igure 13. Proposed Eidson Drive Elevated Tank and Pump Station
~
~
9
5g
~
%
Table 23. Urban Pressure System Restructuring Projects
Project
D1 Aumond Road, Boy Scout Road
02 Brynwood
04 Pleasant Home Road
D 13 Berckman's Road
0'7 Reservoir to Helen Street
012 Convert 18" RWL to finished water 1
DB Wheeler Road to Highpoint Tank
PS6 Auxiliary High Service Pump Station 3500 gpm
0'11 Dyess Parkway
D!l Maddox Road
D' 0 Eidson Drive
m King's Chapel
m; Wheeler Road
D6 Peachtree Road
PS3 Eidson Drive 1.0 MG Elev. Tank
PS4 Eidson Drive Pump Station
PS1 Mayo Road 0.75 MG Elev. Tank
Phase
1
1
1
1
1
1
1
1
1
2
2
2
2
3
3
3
3
9625 rpt ARC Water. doc
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Cost
$ 98,457
$ 270,487
$ 14,124
$ 66,254
$ 56,085
$ 50,000
$ 79,197
$ 60,000
$ 332,556
$ 175,394
$ 146,504
$ 111,034
$ 140,932
$ 173,879
$ 754,313
$ 280,000
$ 572,213
'ZEL, ENGINEERS
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Comprehensive Water System Study
June, 1998
Figure 14. Mid-County Connector
~
~.
/'
.'
,-'0:
~
~~
r
/
, p~ ,,/"1 :
~ ,
.. ~ - ..... -. j
i' ,
......"
. <'
The route shown in Figure 14 serves several functions. First, the main provides
surface water service to a significant water use area (2015 max day = 3.8 Mgd); relieving
the ground water plants. Secondly, modeling indicates that additional lines are needed to
supply the urban low pressure system. Construction of new mains east of the Highland
Av{:nue Plant is cost prohibitive due to existing utilities. The southeast bearing of the
proposed Mid-County Connector provides for a link to Olive Road; providing the needed
urban connector while avoiding construction of an additional main east of the plant.
The hydraulic model was used to size the Mid-County Connector such that the
entire Plant 1 service area could be supplied with surface water if necessary. By opening
the I~xisting 18 inch main in Lumpkin Road, water flowing by gravity from the Highland
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Comprehensive Water System Study
June, 1998
clearwells (elev. 433 ft.) could supply the Plant 1 system (elev. 417 ft.), directly during an
emergency. Because the design life of the Mid-County Connector far exceeds the 20 year
s::udy period, the required pipe sizes have been increased to the next nominal pipe size.
Table 24. Mid-County Connector Projects
Project
D42 Doug Barnard Parkway
D20 Lynwood
D21 White Road
D48 Walden Drive
D22 Tubman and Old Savannah Roads
D24 Lumpkin Road
D29 Dixon Airline to Phinizy
F'S5 Highland Avenue 10 MG Clearwell
[133 4H Club Road
C34 Hwy 56
Phase
1
2
2
2
2
2
2
2
3
3
Cost
$ 868,549
$ 1,260,066
$ 163,094
$ 117,563
$ 2,028,309
$ 353,460
$ 68,662
$ 2,500,000
$ 608,924
$ 787,342
Project PS5 installs a 10 million gallon clearwell adjacent to the Highland Avenue
plmt, raising the on-site finished water storage from 15.5 MG to 25.5 MG. The
rec:ommended storage requirements for the combined clearwell system for 2015 is given in
Table 25. The Mid-County Connector will draw water from the new clearwell.
Table 25. Highland Avenue Recommended On-Site Storage
U!;e
Storage
3.0 Mgal
4.5 Mgal
6,0 Mgal
5.4 Mgal
6.6 Mgal
Di:;infection Contact Chamber
Gravity System Equalization Storage
Gravity System Fire Protection
Pmssure System Fire Storage
Emergency Reserve
Projects D33 and D34 are the final segments of the Mid-County Connector. As
sho'Wll in Figure 15, Project D33 installs a 20 inch main in 4-H Club Road to Tobacco
Road. This project will increase the ability of Plant 2 to deliver water to the Faircrest
tanles while providing a method of delivering surface water to Plant 2. The arrangement
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Comprehensive Water System Study
June, 1998
shown in the figure, together with minor modifications at the Plant, allows surface water
to either flow into the system directly or flow into the Plant 2 clearwell and be pumped
into the system.
Figure 15. Water Plant 2 Reinforcements
....
f\ '.~c.
/ ...
~
/Sl
'\
')
[to Faircrest
-
\
\
"\
'\I
I'
,\
\
',\
"
\)
"
,.
,\
'\
\\
"
i,
"
\~
'"
"
\'
I Plant 2 I
. ~'-"\' -:..'~
r-,........J.
~
8.3 Ground Water High Pressure System Improvements
Two projects are planned for the ground water high pressure system in Phase 1.
The first project (PS7) installs an additional booster pump at the Faircrest Booster Station
to 5,erve the Tobacco Road area. The second project (D23) installs a 20 inch main in
Ban:on Chapel Road from Gordon Highway to Dean's Bridge Road, connecting the
Tobacco Road and Georgetown areas (service elev. 598 ft.) with the surface super high
sysN~m (service elev. 630 ft.).
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Comprehensive Water System Study
June, 1998
Table 26. Tobacco Road Delivery System Projects
Project
PS7 Additional Faircrest Booster Pump
D23 Barton Chapel Road
1)30 Tobacco Road
D31 Tobacco Road Part 2
Phase
1
1
2
2
Cost
$ 75,000
$ 596,598
$ 481,840
$ 123,091
In recent years, the Tobacco Road area has experienced water shortages during
periods of high use. This area is supplied through a 14 inch main in Tobacco Road from
the Faircrest Storage and Pumping Station. During peak demands, pressure losses in the
main due to high flow velocities prevent adequate tank filling. Hydraulic analysis of this
system indicated that the existing infrastructure is capable of providing the maximum day
water demand to the Tobacco Road system, but is not capable of supplying lower pressure
sy:;tems as well.
Fi~lure 16. Tobacco Road System Schematic
From North System
Greenland Rd.
Fairington Dr.
Tobacco Rd.
Faircres~
Storage and
Pumping
Station.
to elev. 417 system
Morgan Ro~d Tank
to el. 457 System .
Willis Foreman Rd.
to Wood lake
area
As indicated on Figure 16, the Faircrest Storage and Pumping Station supplies
three lower pressure systems as well as the Tobacco Road demand. The first connection
provides water to W oodlake in an area which experiences low pressures when served from
=-
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Comprehensive Water System Study
June, 1998
the Ground Water Plant System (elev. 417 ft.). The second connection augments the Pine
Hill System (elev. 457 ft.) in the Willis Foreman Road area through two pressure reducing
valves at Lace and Ulm Roads. The third connection, in Morgan Road, is used to fill a 2
MG ground storage tank which serves the Ground Water Plant System (elev. 417 ft.).
These external demands are supplied through the 14 inch main in Tobacco Road, raising
velocities and increasing pressure losses which prevent adequate tank filling.
This report recommends that immediate system demands be met by preventing the
withdrawal of water from the Tobacco Road area to serve lower pressure systems. The
projects necessary to strengthen the lower systems so that augmentation is unnecessary
are described in Section 8.5.
Population growth in the Tobacco Road area is accommodated in Phase 2 by
installing a 16 inch main from the Faircrest Storage and Pumping Station to the Tobacco
Road tank. Projects D30 and D31 provide a direct connection from the pump station to
the: demand center of the system.
8.~~ North Gravity Supply
The urban subsystem served directly from the clearwell system is known as the
Intermediate system. The northern portion of the system surrounding the National Hills
area is supplied from the clearwells (elev. 433 ft.) through a booster station and 14 inch
main in Katherine Street to a 500,000 gallon elevated tank at Berckman's Road. A
network of small diameter lines supplies the area north of Washington Road.
Project D 12 converts the northern end of the 18 inch raw water line to finished
watl~r during Phase 1. The converted line will connect the 14 inch main in Berckman's
Road that supplies the tank with Washington Road and with Eisenhower Drive or Forest
Park Road. The Lake Olmstead area will be reinforced with the addition of a 12 inch main
in Auburn Avenue (project DI7).
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
Table 27. North Gravity System Supply Projects
Project
,)12 Convert 18" RWL to finished water 2
1)17 Auburn Avenue
1)14 McDowell Street
D15 McDowell Street 2
D16 Johns Road
D18 Overton Road
[)19 Morningside Drive
Phase
1
1
3
3
3
3
3
Cost
$ 50,000
$ 103,696
$ 398,143
$ 108,472
$ 141,908
$ 27,580
$ 93,912
The Katherine Street booster station draws water from a 20 inch main in Central
Avenue which also supplies the low pressure urban system. Increasing demand in both
sy.5tems necessitates construction of an additional line extending east from the clearwells.
Pmjects D 14 and D 15 in McDowell Street are scheduled for Phase 3 to supply additional
wG:ter for the Intermediate System while reinforcing all three primary Low System arteries.
Projects D16, D18, and D19 complete the piping necessary to satisfy demands in the Lake
Olmstead area.
8.fi Ground Water Plant System Improvements
As discussed in Section 6.4, demand for water south of Gordon Highway will soon
exceed the production capacity of the existing ground water plants. The most
economically viable alternative for accommodating this gro~h is to reduce the area that
the two primary plants now serve and provide alternative sources of water for the outlying
regions. In the northern and eastern regions of the current ground water system, this can
be a.ccomplished by transitioning the area (shown as yellow in Figure 17) to surface water
supplied from the Highland Avenue Plant. The projects required to accomplish this
transition are described in Section 8.2.
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
Figure 17. Ground Water to Surface Water Transition Area
\ \
\
,
As the service area for Plant 1 is reduced, more water is available from the Plant to
serve the expanding population outside of the Bobby Jones Expressway. Hydraulic
modeling indicates that additional service mains will be required to deliver water to the
Windsor Spring, Woodlake, Meadowbrook Drive and Morgan Road areas with adequate
pressures. Two storage tanks serve the area: a 2.0 MG tank on Morgan Road and a 0.5
Mer tank on Windsor Spring Road. These tanks are connected to the 18 inch main
through long lengths of small piping. As a result, the Morgan Road tank (elev. 417 ft.) is
filled from the higher Tobacco Road system (elev. 598 ft.). Project D25 provides a
connection between the 18 inch main in Peach Orchard Road and Windsor Spring Road,
aiding delivery to the Richmond Hill Road Tank and Booster Station. Projects D25 and
D26 install an additional 16 inch service main from the Richmond Hill Tank to the
Windsor Spring Tank. Project D27 installs a 12 inch main through the Woodlake area to
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
assist in filling the Morgan Road Tanle These projects, listed in Table 28, are scheduled
fi)r Phase 1 in order to relieve the burden from the Tobacco Road system.
Table 28. Ground Water Plant System Improvement Projects
Project
1)25 Howard Street
1)26 Windsor Spring Road
D27 Windsor Spring Road 2
D28 Wood lake
Phase
1
1
1
1
Cost
$ 101,693
$ 323,568
$ 147,686
$ 281,774
The southern border of the county, now served by Plant 2 and Pine Hill Well 3,
wll be supplied by the proposed ground water plants (see Section 6.4); relieving Plant 2
from this load in order to serve other customers. Project D35 installs a 20 inch main from
the Proposed Plant 3 site to Old Waynesboro Road. This routing will connect the Plant to
12 inch mains in three directions: north to the Brown Road tanks, south to the
W:lynesboro Road Tank, and west along Liberty Church Road. Project D39 allocates
funds for main piping associated with the proposed Plant 4. These lines are unspecified
pending final location of the Plant.
TalJle 29. Proposed Ground water Plant Distribution Projects
Project
ml5 Plant 3 Main
ml9 Plant 4 Line Work
Phase
1
3
Cost
$1,128,225
$ 1,500,000
8.6 Pine Hill System Improvements
The Pine Hill (elev. 457 ft.) System contains two 300-500 gpm wells as its primary
water source. Due to rapid growth in the area, particularly along Willis Foreman Road,
supplementary water is obtained from the High (elev. 598 ft.) System through two
pressure reducing valves in Ulm and Lace Roads and through a tank fill line at the Wallie
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June, 1998
Drive tame. Water is also obtained from the Pine Hill High (elev. 521 ft.) System at Willis
F Dreman Road when needed.
To relieve dependence on the higher systems, Project PS8 refurbishes the
abandoned pump station at Highway 25 and Tobacco Road to pump directly from the
Ground Water Plant System (elev. 417 ft.) into the Pine Hill System. Project D32 installs
a short segment of 12 inch main to connect to the larger line in Highway 56. Projects D49
an.d D50 install 8 inch mains to reinforce the system and assist tank filling. Operation of
this system should include the abandoned Rose Hill 2.0 million gallon tank and pumping
station as day storage. An electric valve should be installed at the site to allow the tank to
be filled remotely during off-peak periods. During peak use, the existing pumps will
deliver water from the tank into the system.
Table 30. Pine Hill System Improvement Projects
Pl'oject
p:5a Highway 25 Pump Station Refurbishment
0:32 Highway 25
D49 Akard Street
O!iO Fieldstone Road
Phase
2
2
2
2
Cost
$ 150,000
$ 56,239
$ 172,493
$ 38,289
8.,' Service Area Expansion
This section accommodates system expansion into unserved areas not otherwise
specified in this report. Project D44 provides service to Birdwell Road through a 12 inch
line and assists in filling the Greenland Road tank. The project placed a small portion of
Ulm and Willis Foreman Roads on the higher 597 system. Projects D37 and D38 make
connection to the municipal water system of Hephzibah through 12 inch mains along
Highway 88 and Hephzibah-McBean Road. These projects are included to provide the
capability to deliver water to the City of Hephzibah. Project D40 connects Hwy 25 and
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
9. FIRE DEMAND ANALYSIS
Using the hydraulic model, fire flows of 1000 gpm with a residual pressure of 20
p~;i were modeled at over 20 locations. This analysis was performed after evaluation of
the 2015 proposed system to ensure that the recommended projects provided adequate
fire protection. The two projects shown in the table below indicate improvements needed
to satisfy fire protection requirements not already met through other system
irr.provements.
Table 33. Fire Protection Projects
Project
051 Fuller Drive
052 Goshen Connector
Phase
Cost
$ 21,764
$ 91,369
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1 June, 1998
I 1'0. CAPITAL IMPROVEMENT PLAN
Table 34. Phase 1 Capital Improvement Projects
I Project Phase Table Cost
J01 Aumond Road, Boy Scout Road 1 23 $ 98,457
1 002 Brynwood 1 23 $ 270,487
004 Pleasant Home Road 1 23 $14,124
D07 Reservoir to Helen Street 1 23 $ 56,085
1 D08 Wheeler Road to Highpoint Tank 1 23 $ 79,197
D11 Dyess Parkway 1 23 $ 332,556
D12 Convert 18' RWL to finished water 1 1 23 $ 50,000
I D12 Convert 18" RWL to finished water 2 1 27 $ 50,000
D13 Berckman's Road 1 23 $ 66,254
I [117 Auburn Avenue 1 27 $ 103,696
023 Barton Chapel Road 1 26 $ 596,598
C 25 Howard Street 1 28 $ 101,693
1 C26 Windsor Spring Road 1 28 $ 323,568
027 Windsor Spring Road 2 1 28 $ 147,686
D28 Woodlake 1 28 $281,774
I 035 Plant 3 Main 1 29 $ 1,128,225
D42 Doug Barnard Parkway 1 24 $ 868,549
045 Service Area Expansion - Phase 1 1 31 $ 1,000,000
1 0:51 Fuller Drive 1 33 $21,764
0!;2 Goshen Connector 1 33 $ 91,369
0:2 Countywide SCADA 1 32 $ 1,500,000
1 p', Kimberly Clark 6 Mgd Water Plant 1 20 $ 7,000,000
P~I High Rate Highland Avenue WTP to 60 Mgd 1 17 $ 1,300,000
P4, Replace Highland Avenue Flocculators 17 $ 600,000
I PE Turknetl Springs Dredge 17 $500,000
P7 Highland Avenue Clearwell Baffling 1 17 $ 1,200,000
I PE.6 Auxiliary High Service Pump Station 3500 gpm 1 23 $ 60,000
PS7 Additional Faircrest Booster Pump 1 26 $ 75,000
R1 Raw Water Pumping Station 1 18 $ 10,760,000
I R2 60" Raw Water Line 1 18 $ 9,400,000
R3 42" Raw Water Line 1 18 $ 2,000,000
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Comprehensive Water System Study
June, 1998
Table 35. Phase 2 Capital Improvement Projects
Project
J03 King's Chapel
DOS Wheeler Road
D09 Maddox Road
D10 Eidson Drive
D20 Lynwood
D21 White Road
D22 Tubman and Old Savannah Roads
D24 Lumpkin Road
[129 Dixon Airline to Phinizy
[130 Tobacco Road
C31 Tobacco Road Part 2
032 Highway 25
D44 Birdwell Road
046 Service Area Expansion - Phase 2
0.48 Walden Drive
049 Akard Street
D!50 Fieldstone Road
PS5 Highland Avenue 10 MG Clearwell
PB8 Highway 25 Pump Station Refurbishment
Phase
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Table Cost
23 $ 111,034
23 $ 140,932
23 $ 175,394
23 $ 146,504
24 $ 1,260,066
24 $ 163,094
24 $ 2,028,309
24 $ 353,460
24 $ 68,662
26 $481,840
26 $ 123,091
30 $ 56,239
31 $ 268,099
31 $ 1,000,000
24 $ 117,563
30 $ 172,493
30 $ 38,289
24 $ 2,500,000
30 $ 150,000
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Comprehensive Water System Study
June, 1998
Table 36. Phase 3 Capital Improvement Projects
Project
1)06 Peachtree Road
D14 McDowell Street
D15 McDowell Street 2
D16 Johns Road
[)18 Overton Road
[119 Morningside Drive
[133 4H Club Road
C34 Hwy 56
037 Highway 88
038 Hephzibah McBean Road
039 Plant 4 Line Work
040 Hancock Mill
D47 Service Area Expansion - Phase 3
01 Regional Laboratory
0:3 Countywide FMS
P~~ Little Spirit Creek 6 Mgd Water Plant
PE Upgrade Highland Avenue WTP to 72 Mgd
P~:1 Mayo Road 0.75 MG Elev, Tank
PS3 Eidson Drive 1.0 MG Elev. Tank
PS4 Eidson Drive Pump Station
Phase
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
Table Cost
23 $ 173,879
27 $ 398,143
27 $ 108,472
27 $ 141,908
27 $'27,580
27 $ 93,912
24 $ 608,924
24 $ 787,342
31 $ 376,826
31 $ 452,251
29 $ 1,500,000
31 $325,237
31 $ 1,000,000
32 $ 2,000,000
32 $ 1,000,000
20 $ 6,000,000
17 $ 3,000,000
23 $ 572,213
23 $ 754,313
23 $ 280,000
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AUGUSTA-RICHMOND UTILITIES
DEPARTMENT
APPENDICES TO THE
COMPREHENSIVE WATER SYSTEM STUDY
July 1998
ZEL Project 9625
435 TELFAIR ST.
AUGUSTA GEORGIA
ENGINEERS
PREPARED BY
iZEL.
PHONE (706)724-5627
ZIMMERMAN, EVANS AND LEOPOLD, INC.
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AUGUSTA-RICHMOND UTILITIES
DEP ARTMENT
APPENDICES TO THE
COMPREHENSIVE WATER SYSTEM STUDY
July 1998
ZEL Project 9625
PREPARED BY
iZEL.
435 TELFAIR ST.
AUGUSTA, GEORGIA
ENGINEERS
PHONE (706)724-5627
ZIMMERMAN, EVANS AND LEOPOLD, INC.
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
CONTENTS
APPENDIX A WATER PRODUCTION HISTORY
APPENDIX B POPULATION PROJECTIONS
APPENDIX C PillvlP CURVES
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I Comprehensive Water System Study
June, 1998
I Appendix A WATER PRODUCTION HISTORY
1 Table 1. Highland Avenue WTP Production History
Total (llOOgal)
Month Minimum Daily Average Daily Maximum Daily
'1 Dee-90 686,000 16,500 22,129 26,700
Jan-91 648,166 16,000 20,908 25,750
Feb-91 637,829 17,333 22,780 29,667
-I Mar-91 693,997 16,333 22,387 28,000
Apr-91 746,165 17,333 24,872 32,667
May-91 750,667 20,000 24,215 28,500
I Jun-91 773,400 20,000 25,780 32,000
Jul-91 869,200 24,000 28,038 34,000
Aug-91 802,100 19,500 25,874 29,500
I Sep-91 834,700 20,500 27,823 34,000
Oct-91 808,600 20,700 26,083 29,300
Nov-91 694,300 20,000 23,143 29,300
1 Dee-91 640,400 16,000 20.658 24,000
Jan-92 687,400 16,000 22,174 25,800
I Feb-92 597,400 16,800 20,600 24,300
Mar-92 638,800 16,000 20,606 24,000
Apr-92 667,000 17,700 22,233 28,200
I May-92 749,100 16,300 24,200 31 ,000
Jun-92 711,300 17,100 23,710 29,800
Jul-92 801,400 16,000 25,852 35,000
I Aug-92 773,600 20,000 24,954 34,500
Sep-92 710,700 16,700 23,690 28,200
Oct-92 706,600 16,000 22.794 29,200
-I Nov-92 649,100 17,000 21,636 26,000
Dee-92 613,700 16,000 19,800 22,700
Jan-93 638,200 16,000 20,587 25,000
I Feb-93 538,650 16,000 19,238 24,800
Mar-93 609,100 15,500 19,648 22,200
I Apr-93 627,700 16,000 20,923 28,000
May-93 781,400 19,000 25,206 31,000
Jun-93 874,700 21,500 29,156 36,700
I Jul-93 918,200 24,000 29,619 38,000
Aug-93 918,200 20,500 29,619 36,000
Sep-93 792.700 20,000 26,423 32,500
I Oct-93 749,000 16,300 24,200 30,700
Nov-93 685,200 18,800 22.840 27,200
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I COl1l1prehensive Water System Study
June, 1998
1 Month Total (0009al) Minimum Daily Average Daily Maximum Daily
Dec-93 613,500 16,000 19,790 24,700
Jan-94 665,700 16,000 21,474 28,000
I Feb-94 566,800 16,000 20,240 25,000
Mar-94 630,800 16,500 20,350 25,000
Apr-94 717,400 17,000 23,913 32,000
I Jun-94 747,600 20,000 24,920 34.600
Jul-94 757,400 18,200 24,432 34,300
Aug-94 781,800 19,800 25,219 31 ,300
1 Sep-94 795,500 20,500 26,516 31,800
Oct-94 703,300 18,200 22,687 27,500
I Nov-94 624,200 16,000 20,806 23,500
Jan-95 631,800 16,700 20,380 25,200
Feb-95 583,200 16,200 20,828 24,000
1 Mar-95 676,900 16,800 21,835 28,400
Apr-95 784,900 20,000 26,163 33,800
May-95 863,500 22,700 27,854 34,200
1 Jun-95 736,200 19,500 24,540 31,200
Jul-95 818,700 20,000 26,409 31,500
Aug-95 761,300 20,000 24,558 33,200
I Sep-95 708,100 19,700 23,600 28,200
Oct-95 681,700 16,000 21 ,990 27,200
Dec-95 693.600 18,500 22,374 28,000
1 Jan-96 674,400 16,500 21,754 25,800
Feb-96 615,100 18,800 21,210 25,100
Apr-96 709,600 18,800 23,653 28,200
I May-96 854,800 21,200 27,574 39,300
Jun-96 809,000 20,100 26,966 35,300
Jul-96 821,000 19,500 26,483 37,300
I Aug-96 799,600 22,300 25.793 30,300
Sep-96 744,600 20,000 24,820 29,700
I Oct-96 725,700 18,200 23,409 28,000
Nov-96 657,400 16,800 21,913 25,800
Dec-96 672.000 17.200 21,677 24,600
I Jan-97 674,200 18,200 21,748 25,300
Feb-97 585,400 16,500 20,907 25,200
Mar-97 672,800 17,500 21,703 25,400
1 Apr-97 721,600 20,000 24,053 28,000
May-97 861,400 19,300 27,787 36,700
Jun-97 847,000 22,500 28,233 34,700
I Jul-97 928,000 24,000 29,935 36,000
Aug-97 932,700 24,000 30,087 35,700
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Comprehensive 'Vater System Study
June, 1998
Month Total (oOOgal) Minimum Daily Average Daily Maximum Daily
Sep-97 826,500 21 ,300 27,550 33,000
Oct-97 796,200 24,000 25,683 29.800
Nov-97 656,900 20,000 21,896 27,000
'ZEL, ENGINEERS
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1 Augusta-Richmond Utilities Department
I Comprehensive Water System Study
June,1998
1 Table 2. Ground Water Production History (avg. gallons/day)
Plant 1 Plant 2 Well 1 Well 2 Well 3
1 Jan-SO 7,538,742 5,117,323
Feb-SIO 7,547,464 4,988,571
Mar-S'O 7,671.161 5,389,935
I Apr-9D 7,294,133 5,561,733
May-SIO 6,141,645 5,655,516
June-30 6,890,167 6,430,567
I July-90 7,143,129 6,490,935
Aug-90 6,159,581 5,621,903
Sep-9D 6,292,900 5,197,700
I Oet-90 5,498,129 4,613,613
Nov-9') 5,194,700 4,500,967
Dee-90 4,828,516 4,463,097
I Jan-91 4,616,548 4,686,065
Feb-9" 4,705,071 5,395,857
Mar-9' 4,576,226 5,596,806
1 Apr-91 4,936,067 4,778,100
May-9 '1 5,454,000 5,146,548
I June-91 6,046,600 5,566,133
July-91 5,683,581 5,493,677
Aug-91 5,456,000 5,320,355
I Sep-91 5,893,400 5,398,267
Oct-91 5,426,000 4,977,613
Nov-91 4,670,233 5,231,600
I Dee-91 4,686,839 4,450,581
Jan-92 4,878,323 4,275,484
Feb-92 4,946,207 4.184,379
I Mar-92 5,232,968 5.015,839
Apr-92 5,193,667 5,408,167
May-92 6,455,645 6,292,742
I June-9~ 6,269,533 5,712,033
July-92 5,662,387 5,516,903
I Aug-92 5,690,387 6,407,516
Sep-92 4,832,400 6,227,433
Oct-92 4,515,581 5,846,226
I Nov-92 4,096,867 5,552,500
Dee-92 3,715,613 5,616,452
Jan-93 3,612,645 5,816,290 282,513 587,581
1 Feb-93 3,984,250 5,576,250 47,714 259,786 494,000
Mar-93 3,878,903 5,474,516 160,635 576,839
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I Augusta-Richmond Utilities Department
I Comprehensive Water System Study
June, 1998
1 Plant 1 Plant 2 Well 1 Well 2 Well 3
Apr-93 4,401,100 5,880,367 220,533 666,333
May-93 5,991,710 6,818,516 90,387 407,113 611,742
1 June-93 6,368,733 7,455,633 175,700 358,767 722,133
July-S3 6,362,161 7,369,387 185,194 451,484 783,000
1 Aug-S3 5,983,968 7,183,000 10,161 329,861 575,258
Sep-93 4,992,300 7,435,567 440,100 554,200
Oct-9:3 3,831,645 6,856,419 366,839 481,581
I Nov-93 3,474,633 6,140,300 311,057 429,467
Dec-93 3,793,871 5,781,387 308,774 432,968
Jan-94 5,263,419 4,765,677 385,800 468,258
I F eb-94 5,264,821 4,350,107 379,671 411,964
Mar-94 6,021,258 4,945,452 284,761 555,097
Apr-9~~ 6,976,367 5,998,233 317,003 793,533
I May-94 6,403,129 6,308,516 133,968 455,219 665,000
June-~14 5,479,067 5,793,533 391,047 555,500
July-94 5,510,194 5,978,484 389,881 503,355
1 Aug-94 5,849,419 5,879,839 403,545 519,839
Sep-94 6,379,300 5,024,900 427,363 552,867
Oct-94 5,736,774 4,759,839 340,806 464,548
1 Nov-94 5,375,333 4,858,367 311,910 462,833
Dec-94 4,956,645 5,134,194 305,768 452,903
Jan-9: 4,946,935 5,234,258 297,942 435,710
I Feb-9~, 4,750,107 5,620,500 308,846 441 ,179
Mar-9~, 4,697,161 5,793,677 270,484 476,581
1 Apr-95 5,162,500 6,956,433 643,700 492,110
May-9~i 6,133,484 7,731,484 421,874 732,097
June-95 3,914,467 7,865,800 36,933 300.170 614,367
I July-9: 5,305,452 7,839,194 364,258 431,265 411,419
Aug-9: 4,285,290 7,331,452 363.200 650,258
Sep-95 3,495,167 7,227,233 327,183 666,800
I Oct-95 3,587,419 6,995,323 292.623 501,968
Nov-95 4,134,367 6,062,200 246,140 470,800
Dec-95 4,290,097 6,061,484 232,403 466,710
I Jan-96 4.134,419 6,504,290 263,990 481,161
Feb-96 4,139,759 6,482,414 254,766 442,483
Mar-96 3,620,968 6,653,645 241,287 433,226
1 Apr-96 5,769,467 7,191,300 294,013 550,433
May-96 5,970,548 7,600,774 70,129 411,490 727,581
June-913 6,344,333 7,942,667 78,333 432,977 747,067
1 July-96 5,957,581 8,051,226 63,387 420,461 744.968
Aug-96 4,700,581 7,646,000
1 'ZEL ENGINEERS
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Comprehensive Water System Study
June, 1998
Plant 1 Plant 2 Well 1 Well 2 Well 3
Sep-~16 4,271,300 7,628.933
Oct-96 4,082,032 7,862,032
Nov-~16 3,895,300 8,113,900
Dec-~16 3,371,935 8,133,968
Jan-97 3,051,129 7,969,323
Feb-97 2,753,679 7,604.679
Mar-97 3,722,710 6,868,742
Apr-97 5,082,667 7,084,767
'ZEL, ENGINEERS
9625 rpt ARC Water appendices,doc
1 Augusta-Richmond Utilities Department
I Comprehensive Water System Study
June, 1998
1 Appendix 8 POPULATION PROJECTIONS
I Tabl e 3. Population Projections by Traffic Zone
Cenl.us M Traffic Area (W) 1990 1996 1996 2015 2015
Tract Zone Population Population Employed Population Employed
I 4 1 6,000,788 0 14 611 0 1,023
4 2 328.717 1 1 280 1 309
I 4 3 263,471 7 2 197 7 241
4 4 440,477 5 5 320 5 389
4 5 247,083 0 0 614 0 744
I 4 6 178,546 0 0 899 0 1,087
4 7 371,158 0 0 611 0 746
4 8 302,091 0 0 91 0 111
I 4 9 909,926 2 2 53 2 66
4 10 881,461 22 22 193 21 238
4 11 737,307 22 20 226 21 288
1 4 12 1,289,055 18 18 506 18 619
4 13 706,125 0 0 217 0 268
4 14 473,984 154 154 278 150 327
I 4 15 941,072 0 0 191 0 231
4 16 757,002 7 7 263 7 317
4 17 688,654 7 7 138 7 166
1 4 18 292,756 7 7 79 7 97
4 19 492,933 238 238 159 233 192
1 4 20 271,226 24 24 42 23 51
4 21 181,870 271 271 67 265 81
4 22 333,187 0 0 91 0 111
I 4 23 259,469 3 3 664 3 802
4 24 212,242 1 1 64 1 78
6 25 681,739 29 27 294 27 355
I 6 26 1,327,444 134 134 147 124 182
6 27 1,057,415 2 2 111 2 147
7 28 675,202 15 15 49 13 59
I 7 29 983,409 9 6 335 8 404
7 30 1,674,444 56 47 206 50 249
7 31 941,171 0 0 99 0 119
1 8 32 1,146,616 0 0 335 0 404
8 33 268,060 0 0 33 0 40
8 34 2,753,019 256 253 405 344 484
I 8 35 1,772,359 272 272 305 366 372
1 'ZEL, ENGINEERS ,
9625 rpt PRC Water appendices,doc
I
I Augusta-Richmond Utilities Department
1 Comprehensive Water System Study
June, 1998
I Census M Traffic Area (W) 1990 1996 1996 2015 2015
T rei ct Zone Population Population Employed Population Employed
c: 36 2,402,796 0 0 621 0 797
I c: 37 969,491 42 42 259 57 330
E 38 2,063,517 81 83 103 109 129
8 GO 39 6,020,703 406 406 547.1 13,570
I 8 39 20 20 11080 26,9 0
8 40 401,216 0 0 317 0 385
7 41 2,265,136 421 409 202 371 244
I 7 42 1,310,740 206 197 305 182 500
7 43 2,290,683 561 496 205 494 261
7 44 1,343,557 294 268 70 259 86
1 7 45 941,013 233 220 35 205 41
6 46 2,516,694 40 37 389 37 530
I 6 47 3,806,091 112 74 229 103 372
6 48 6,119,906 475 470 4 437 5
1Dn 49 1,668,155 861 861 0 666 0
1 6 GO 50 366 366 342.3 0
6 50 2,048,887 120 113 191 105.7 255
6 51 733,138 252 242 5 232 6
I 6 52 557,117 94 82 3 87 0
6 53 278,488 71 64 15 65 19
6 54 416,978 152 152 0 140 0
I 6 55 411,673 36 36 4 33 6
6 56 1,189,805 122 122 66 112 80
6 57 1,425,398 279 277 13 257 15
I 6 58 1,107,625 97 97 12 89 14
6 59 3,261,349 297 297 73 273 88
106 60 943,161 506 506 106 388 135
I 9 61 1,639,456 0 0 0 0 0
9 62 976,341 355 352 2 308 2
I 9 63 3,113,649 728 670 100 630 123
9 64 5,477,422 1240 1203 254 1073 308
9 65 2,041,413 1071 1071 239 927 289
I 10 66 904,279 103 97 76 105 88
10 GO 67 1,453,086 357 357 365.1 0
10 67 41 41 324 41,9 393
1 10 68 3,490,100 502 490 706 512 841
10 69 2,939,504 449 449 63 458 79
10 70 3,668,018 426 414 607 435 737
I 10 71 1,741,884 220 220 85 225 104
10 72 2,104,226 259 258 111 265 134
1 'ZEL, ENGINEERS
9625 rpt ARC Water appendices,doc
I
I Augusta-Richmond Utilities Department
I Comprehensive Water System Study
June, 1998
I Cen:;us M Traffic Area (W) 1990 1996 1996 2015 2015
Tract Zone Population Population Employed Population Employed
10 73 1,626,019 120 120 245 123 296
I 10 74 3,197,468 673 666 145 688 176
3 75 3,726,491 613 585 438 504 532
3 76 937,014 73 69 159 60 195
I 3 77 2,074,839 428 423 17 353 20
3 78 2,284,983 452 445 242 372 297
3 79 5,006,662 280 277 505 231 615
I 3 80 5,127,665 30 30 1169 25 1,371
3 81 651,299 81 81 25 67 31
11 82 2,600,057 313 311 134 312 165
I 11 83 3,128,021 286 284 36 284 43
11 84 5,274,115 196 201 546 195 659
I 11 85 2,311,988 304 304 58 302 71
11 86 2,652,014 391 385 61 389 76
11 87 2,041,089 305 307 0 303 0
I 11 88 2,948,901 119 117 93 118 113
11 89 1,243,954 0 0 345 0 610
12 90 2,975,685 513 513 210 493 251
I 12 91 1,968,351 287 285 38 276 46
12 92 661,460 79 79 28 76 33
12 93 9,302,610 1270 1267 1530 1221 1,913
I 12 GQ 94 6,133,030 122 122 117.3 0
12 94 35 35 1018 33.7 1,297
12 95 3,993,386 502 504 61 483 75
I 12 96 9,041,278 1826 1826 138 1755 165
12 97 3,205,294 60 60 269 58 350
12 98 1,674,011 114 142 16 110 14
I 13 99 5,794,881 407 403 8 386 10
13 100 1,275,663 154 154 15 146 18
I 13 101 2,898,164 346 346 24 328 28
13 102 10,497,644 761 742 1069 722 1,347
14 103 7,507,965 1214 1150 207 1003 249
I 14 104 5,146,077 1329 1319 67 1098 83
14 105 876,164 135 133 40 105.1 55
104 105 48 48 14 37.9 19
I 15 106 4,394,983 1240 1152 71 1060 81
15 107 2,204,447 516 471 25 441 35
15 108 3,291,763 562 539 245 469.9 361
I 104 108 46 46 21 40.1 31
15 109 4,949,806 6 5 118 5 171
I , 'ZEL, ENGINEERS
9625 rpl ARC Water appendices.doc
I
1 Augusta-Richmond Utilities Department
I Comprehensive Water System Study
June, 1998
1 Cen::;us M Traffic Area (W) 1990 1996 1996 2015 2015
Tract Zone Population Population Employed Population Employed
103 110 1,811,592 310 296 61 229 75
1 1 :1 111 ' 7,630,663 126 126 50 125.6 55
103 111 1155 1149 456 1145.4 502
103 112 17,162,852 2423 2414 350 2096 429
1 103 113 6,195,395 496 497 81 469 90
10:3 114 6,770,192 60 57 499 58 677
10:3 115 5,411,232 455 449 354 439 409
I 10:~ 116 4,615,246 149 145 285 144 352
10:1 117 3,639,863 158 156 473 152 579
10:1 118 5,565,567 721 718 409 695 488
I 104 119 7,851,342 1286 1240 77 1275 95
104 120 87 87 33 57 42
I 1 O~~ 121 1,286,948 884 884 32 575 39
10~, 122 4,847,084 554 538 37 555 42
104 123 823 818 207 824 253
I 104 124 3,490,451 126 126 117 126 148
104 125 5,553,891 303 303 959 303 1,074
104 126 2,720,503 164 161 28 164 38
1 104 127 3,256,075 56 51 282 56 449
104 128 7,082,025 409 406 384 410 472
104 129 5,713,369 209 209 780 209 840
1 105.C4 130 8,585,259 581 583 332 538 408
105,04 131 12,951,962 1054 1051 163 974 177
105.04 132 8,670,292 272 268 280 252 381
1 105.04 133 3,191,685 71 71 586 66 500
105.04 134 3,977.865 325 325 278 301 402
105,04 135 4,975,648 10 10 45 9 43
I 105.04 136 6,872,686 14 14 8 13 10
105.04 137 13,663,913 487 490 26 452 29
I 105.04 138 6.524,226 35 33 25 32 31
105,04 139 5,765,004 0 0 210 0 249
105.0.t 140 4,114,452 175 175 7 163 9
I 105.04 141 43,938,571 2725 2776 111 2525 132
105,04 142 17,614,322 1571 1574 50 1456 61
105.0!; 143 31,321,953 532 853 758 491 926
I 105.0!i 144 15,481,089 2949 2959 239 2720 290
105.0!i 145 58,818,536 4864 5073 202 4487 241
105.0B 146 9,793,510 1200 1238 107 1222 162
1 105.0B 147 10,076,493 689 692 87 702 76
105,OB 148 22,731,701 2556 2537 263 2604 319
I 'ZEL, ENGINEERS
9625 rpl II.RC Water appendices,doc
I
I Augusta-Richmond Utilities Department
I Comprehensive Water System Study
June, 1998
I Census M Traffic Area (W) 1990 1996 1996 2015 2015
T r.:lct Zone Population Population Employed Population Employed
105.09 149 2,578,245 157 140 4 160 5
1 105 08 150 12,236,023 956 943 675 915 782
1 05 06 151 24,965,128 1303 1303 474 1256 577
105,06 152 11,394,260 1925 1913 125 1855 153
1 105.06 153 13,748,849 1941 1945 299 1871 367
105.08 154 9,498,973 1109 1104 127 1061 153
105.08 155 14,289,143 1779 1811 256 1702 317
1 105,07 156 8,593,342 845 845 145 823 176
105,07 157 14,944,202 2132 2148 164 2075 201
105.')7 158 4,620,997 704 696 65 685 79
I 105,07 159 20,322,893 1427 1419 1499 1389 2,041
105.07 160 8,814,094 882 882 52 859 67
105,07 161 15,897,489 711 719 8 692 10
I 105:10 162 5,707,801 775 771 311 835 380
105:10 163 6,870,046 667 664 73 719 123
1 105:'0 164 3,859,754 1 1 3 1 4
1 05, ~ 0 165 13,720,623 1785 1776 431 1 909,7 487
105.11 165 57 57 14 61,3 16
I 105.10 166 9,111,940 773 773 131 822.4 303
105,11 166 41 41 7 43,6 16
105,11 167 6,511,244 1027 1028 81 839 99
I 105.11 168 13,938,735 41 41 152 33 392
105,10 169 1502 1502 131 1619 156
105.10 170 22,649,117 6 6 5 4,9 6
I 105,11 GO 170 516 516 422,2 0
105.11 170 468 468 816 382.9 972
105.1') 171 4,507,989 0 0 385 0 444
I 105.11 172 12,064,891 1449 1449 388 1184 500
105.1" 173 13,232,131 5 5 432 4 469
105.1'1 174 4,873,075 151 151 0 123 0
I 105.10 175 15 15 65 16 79
106 176 98,397,863 0 0 1507 0 1,785
I 107,06 177 87,737,317 841 857 248 1917 653
107,Qti 178 35,315,125 58 69 424 133 468
107.06 179 41,769,011 646 936 37 1473 295
I 107.0~, 180 71,451,911 1437 2738 108 2248 131
1 07.0~~ 181 89,672,895 5348 5880 324 6496 404
107.0~, 182 38,060,218 2806 3147 65 3409 80
I 107.04 183 180,570,139 6619 8188 249 8281 278
107.04 184 39,509,288 244 414 15 305 44
1 'ZEL, ENGINEERS ,
9625 !pI PRC Water appendices ,doc
1
1 Augusta-Richmond Utilities Department
I Comprehensive Water System Study
June, 1998
1 Census M Traffic Area (W) 1990 1996 1996 2015 2015
Tract Zone Population Population Employed Population Employed
107.05 185 55,452,016 3025 3159 237 4732 285
I 107.05 186 42,902,854 2943 3162 17 4604 15
107.06 GQ 187 90,311,994 644 644 1321.5 0
107,06 187 1122 1318 2423 2704,5 2,765
1 107.06 188 63,214,813 247 370 196 563 274
106 189 14,379,046 1190 1135 361 951 483
106 190 13,403,472 2652 2641 241 2369 301
I 106 191 1,791,046 252 252 43 226 49
105 192 16,178,464 235 265 169 210 207
105 193 3,402,677 0 0 0 0 18
I 1013 194 35,524,065 0 0 1578 0 1,708
1 013 195 22,095,911 0 0 283 0 399
I 1013 196 31,715,769 8 8 666 7 670
10l> 197 10,460,188 4 4 665 4 1,008
106 198 112,361,770 0 0 0 0 0
I 10fi 199 64,130,198 0 0 0 0 0
106 200 135,980,797 0 0 52 0 87
10Ei 201 94,117,349 27 27 165 24 231
1 106 202 8,182,404 0 0 271 0 443
106 203 6,443,871 721 707 87 646 138
10E 204 5,385,292 107 102 142 95 432
I 106 205 9,460,041 37 27 204 33 272
106 206 8,814,320 3 3 30 3 38
106 207 2,807,432 10 10 0 9 0
1 106 208 7,663,178 0 0 0 0 421
106 209 11,387,647 0 0 1156 0 1,414
106 210 21,083,764 0 0 1545 0 1,838
I 106 211 58,420,820 0 0 404 0 510
16 212 14,850,298 30 30 68 30 81
I 16 213 1 , 151 ,698 522 524 187 518 230
16 214 12,554,345 622 627 178 617 215
16 215 4,840,135 394 397 0 391 0
I 16 216 9,843,882 1163 1188 4 1163 5
16 217 5,262,913 1035 1033 174 1050 210
1 218 3,608,892 127 129 13 123 16
1 1 219 5,785,722 450 450 0 518.1 0
102.0'1 219 17 19 0 21.9 0
102.0'1 220 3,958,801 165 170 0 210 0
I 102,0'1 221 11,143,174 1563 1567 136 1990 164
16 222 7,380,309 428 434 95 530.1 115
1 'ZEL, ENGINEERS ,
%25 rpt ARC Water appendices,doc
1
1 Augusta-Richmond Utilities Department
I Comprehensive Water System Study
June, 1998
1 Cen:ius M Traffic Area (W) 1990 1996 1996 2015 2015
Tract Zone Population Population Employed Population Employed
102.01 222 501 501 109 611.9 131
I Hi 223 9,395,259 710 729 2 836 2
1Ei 224 11,658,807 476 496 1 577,5 2
102.01 224 216 222 1 258.5
I 1E, 225 12,380,279 120 126 24 152.6 29
102.01 225 575 595 116 720.4 141
102. D1 226 26,803,610 1731 1797 224 2204 257
I 16 227 10,269,106 1693 1692 123 2012.4 151
102.')1 227 393 399 29 474.6 35
16 228 13,481,216 1803 1856 167 2046 356
I 102.03 229 2,955,743 471 471 132 648 166
102,03 230 7,117,131 878 878 542 1221 668
1 102.03 231 1,161,131 0 0 114 0 143
102.03 232 6,115,907 150 127 2637 206 3,266
102.03 233 2,314,046 302 302 456 416 552
1 102.03 234 9,742,052 837 840 383 1152 470
102.03 235 14,655,489 1191 1193 332 1639 401
102,03 236 7,075,858 137 131 296 189 502
I 102,01 237 4,942.846 13 13 0 17 0
102.C3 238 1,560,011 9 9 0 12 14
102,C4 239 11,825,285 56 58 760 78 755
I 102,04 240 18,797,676 591 762 2249 822 2,980
1 02,04 241 24,382,683 367 576 741 511 771
102.04 242 21,615,098 219 317 279 305 384
I 102,04 243 22,160,359 501 523 81 698 123
102,04 244 34,309,386 1002 1176 27 1396 63
102.04 245 55,398,760 346 988 40 482 61
I 102,004 246 4,105,985 125 131 252 174 316
102.04 247 6,146,473 56 56 40 78 53
I 102.04 248 47,939,631 720 860 5 1003 6
102.04 249 23,395,145 328 364 0 457 0
102.04 250 65,733,968 251 249 5 350 26
I 101.0!i 297 9,768,578 400 432 366 521 289
101.0!i 298 5,413,729 828 826 961 1079 979
101,O!) 299 3,932,537 1064 1415 103 1387 125
1 101,O!i 300 10,664,291 1325 1370 87 1727 81
101,O!) 301 10,111,411 1756 2003 329 2289 389
101.0!) 302 14,213,066 281 283 589 368 720
I 101,Od 303 10,821,208 42 39 347 63 429
101.0l, 304 5,259,064 774 780 3 1157 3
I 'ZEL, ENGINEERS ,
9625 rpt ARC Water appendices.doc
I
I Augusta-Richmond Utilities Department
I Comprehensive Water System Study
June, 1998
1 Cem;us M Traffic Area (W) 1990 1996 1996 2015 2015
Tract Zone Population Population Employed Population Employed
101 04 305 8,526,542 866 979 920 1294 1,057
1 101.04 306 12,420,609 971 969 501 1451 499
101.04 307 11,031,761 799 809 305 1300 474
101.02 308 58,888,711 1674 1693 141 2500 190
1 101,02 309 14,306,915 1101 1209 1007 1634.8 1,057
102.01 309 19,128,613 117 117 97 158.2 102
101.01 310 17,004,805 780 780 89 1096 107
I 101.01 311 3,885,706 325 331 45 451 54
101,01 312 30,167,674 2958 2973 199 4077 275
I 101.32 313 22,145,881 2221 2263 1045 3314 1,302
101.)2 314 13,551,746 0 0 0 0 548
101.02 315 13,399,703 1227 1752 1166 1833 1,373
I 1 316 4,652,130 591 586 176 572 181
1 317 5,296,483 763 759 12 739 14
1 318 7,080,568 919 892 24 890 29
1 1 319 2,320,088 453 447 95 439 115
1 320 1,486,072 106 106 0 103 0
1 321 3,804,364 247 228 7 239 9
I 1 322 11,406,661 318 313 121 308 146
1 323 5,871,225 534 536 0 517 0
1 324 1,257,529 131 131 49 127 60
I 2 325 7,952,781 1245 1240 174 1143 215
2 326 2,701,693 291 289 5 267 6
2 327 2,465,307 436 425 55 400 67
1 2 328 10,638,259 1288 1285 60 1182 73
2 329 26,895,823 0 0 0 0 0
1 01.C 1 329 0 0 0 0 0
I 108 422 440,795,383 9140 9140 17548 8455 17,745
109,02 423 88,504,023 2244 2596 109 4117 75
I 109.02 424 41,701,360 294 323 0 539 14
109.02 425 706 1091 0 1295 16
109.02 426 56,038,827 303 383 0 556 8
I 109,02 427 65,195,318 662 808 2 1215 29
109,02 428 30,494,565 85 106 12 156 22
109.0.2 429 98 143 2 180 12
I 109.0:2 430 20,162,433 131 148 6 240 29
I
1 'ZEL, ENGINEERS ,
9625 rpt ARC Water appendices,doc
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1
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
I
Cen:;us M Traffic Area (ft2) 1990 19~6 1996 2015 2015
Tract Zone Population Population Employed Population Employed
109.01 431 495 757 186 817 337
109,01 Unzoned 5013 6185 927.8 18607.0 2791,1
109.02 Unzoned 3300 4160 624,0 12942,0 1941,3
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9625 rpt ARC Water appendices,doc
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1
. Richmond County Socioeconomic Projections-2015
I,
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OCCUpiEld
T rafflc Housing Labor Auto School Employment Total
Zone Units Force Rea, Enrollment Retail Service Mft'q Wholesale Total Population
1 25 0 15 0 422 507 0 94 1,023 0
2 1 0 1 0 93 65 115 36 309 1
3 3 2 2 0 19 205 I 0 17 241 7
4 3 2 2 0 108 281 I 0 0 389 5
5 0 0 0 0 81 I 663 I 0 0 744 0
6 0 0 0 0 50 1,037 I 0 0 1,087 0
7 0 0 0 0 66 635 0 ! 45 746 0
8 0 0 0 0 31 76 i 0 , 4 111 0
9 1 1 1 0 11 37 ! 0 18 66 2
10 9 7 5 0 59 I 142 ! 9 28 238 21
11 17 7 10 0 107 I 98 0 83 288 21
12 15 6 9 0 252 367 I 0 0 619 18
13 0 0 0 0 203 56 i 9 I 0 268 0
14 102 51 61 0 100 227 0 I 0 327 150
I
15 0 0 0 0 10 221 0 I 0 231 0
16 5 2 3 0 78 202 33 I 4 317 7
17 5 2 3 0 26 136 4 I 0 166 7
18 1 2 1 0 52 45 I 0 I 0 97 7
19 189 78 113 0 0 192 I 0 I 0 192 233
i
20 13 8 8 0 0 51 0 0 51 23
21 247 89 148 0 21 60 0 0 I 81 265
22 0 0 0 0 14 97 0 0 111 0
23 1 1 1 0 0 801 0 1 802 3
24 1 0 1 0 31 47 0 0 78 1
25 11 10 21 0 2 353 0 0 355 27
26 40 45 78 0 35 104 14 I 29 182 124
I
27 2 1 4 0 4 37 8 ! 98 I 147 2
28 7 4 14 0 0 59 0 i 0 59 13
29 3 3 6 0 12 392 0 , 0 404 8
!
30 28 16 55 0 118 I 72 44 I 15 249 50
31 0 0 0 560 19 I 88 i 12 I 0 119 0
32 0 0 0 0 118 171 80 ; 35 404 0
1
33 0 0 0 0 1 39 0 0 40 0
34 89 95 174 0 26 409 49 I 0 484 344
35 229 101 447 0 131 241 0 I 0 372 366
36 0 0 0 235 214 496 0 I 87 797 0
37 17 16 33 0 85 91 33 I 121 330 57
38 34 30 66 0 1 I 50 27 I 51 129 109
39 6 158 12 2,504 138 13.422 10 I 0 13,570 574
40 0 0 0 0 70 316 0 I 0 385 0
41 203 119 396 758 21 223 0 0 244 371
42 79 58 154 0 187 187 126 0 500 182
43 221 158 431 0 24 98 27 I 112 261 494
44 102 83 199 0 47 I 39 0 I 0 86 259
45 79 66 154 0 0 14 3 24 41 205
46 11 14 21 0 45 202 129 154 530 37
47 36 38 70 332 0 190 109 73 372 103
48 174 160 339 0 0 5 0 0 5 437
49 217 222 423 0 0 0 0 0 0 666
50 48 164 94 0 0 255 0 0 255 448
51 113 85 220 0 6 0 0 0 6 232
52 45 32 88 0 0 0 0 0 0 87
53 30 24 59 0 19 0 0 0 19 65
54 73 51 142 0 0 0 0 0 0 140
55 25 12 49 0 0 0 0 6 6 33
56 57 41 111 350 0 80 0 0 80 112
57 126 94 246 0 1 14 0 0 15 257
58 35 33 68 0 9 2 3 0 14 89
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OccupIEd
Traffic Housinq labor Auto School Employment Total
Zone Units Force Req. Enrollment Retail Service Mnt'q Wholesale Total POPulation
I I I I
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59 139 100 271 0 0 I 88 I 0 0 88 273
60 109 129 213 0 107 0 0 I 28 135 388
61 0 0 0 0 0 0 I 0 I 0 0 0
I
62 122 103 238 0 1 1 0 I 0 2 308
I
63 284 209 554 234 1 104 0 18 123 630
64 482 357 940 1,043 36 272 I 0 0 308 1,073
65 290 308 566 0 0 289 i 0 0 289 927
66 35 55 68 0 0 , 50 I 38 0 88 105
67 11 212 21 734 50 I 343 i 0 I 0 393 407
68 160 267 312 0 164 I 675 i 2 I 0 841 512
I I
69 197 239 384 0 51 13 0 I 15 79 458
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173 227 337 557 125 I 612 , 0 I
70 I I I 0 737 435
71 112 117 218 419 50 54 0 i 0 104 225
72 142 138 277 0 42 , 87 I 5 0 134 265
I I
73 64 64 125 1,131 0 I 296 0 0 296 123
, I
74 336 358 655 0 27 149 I 0 0 176 688
75 227 170 443 0 207 293 32 I 0 532 504
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76 31 20 60 0 168 27 0 , 0 195 60
I
77 166 118 324 0 6 14 0 0 20 353
78 179 125 349 521 80 202 0 15 297 372
79 95 77 185 0 55 540 I 0 I 20 615 231
,
80 12 8 23 0 14 51 1,284 22 1,371 25
81 26 22 51 0 31 0 0 0 31 67
82 164 157 320 0 60 99 0 6 165 312
83 132 144 257 447 0 43 0 0 43 284
84 79 99 154 5,964 0 659 : 0 0 659 195
85 153 153 298 0 40 31 I 0 0 71 302
86 183 197 357 0 39 30 ! 0 7 76 389
: 87 118 154 230 0 0 0 I 0 0 0 303
88 48 60 94 0 41 72 0 0 113 118
89 0 0 0 0 399 211 0 0 610 0
260 32 , ,
90 250 507 0 185 34 I 0 251 493
91 143 140 279 531 0 46 0 I 0 I 46 276
92 46 39 90 0 2 31 i 0 0 I 33 76
93 577 619 1,125 0 10 1.903 I 0 0 1,913 1,221
I
94 54 76 105 0 0 I. 1,297 0 0 1.297 151
95 241 244 470 0 42 33 0 0 75 483
96 679 889 1,324 290 12 142 11 0 165 1,755
97 25 29 49 0 6 I 232 64 48 350 58
98 44 56 86 0 14 0 , 0 0 14 110
I
99 199 156 388 0 6 4 ! 0 0 10 386
100 81 59 158 0 0 18 I 0 0 18 146
101 148 133 289 0 0 18 10 I 0 28 328
102 301 292 587 0 26 227 982 I 112 1.347 722
103 469 273 915 602 4 127 76 I 42 249 1,003
104 497 300 969 0 0 75 8 0 83 1,098
105 62 43 121 0 0 25 0 I 49 74 143
106 492 304 959 0 19 62 I 0 I 0 81 1,060
107 207 126 404 0 1 0 0 I 34 35 441
108 221 149 431 0 10 239 39 104 392 510
109 4 1 8 0 6 0 35 130 171 5
110 132 123 257 0 31 36 0 8 75 299
111 461 522 899 1,024 51 391 56 59 557 1.271
112 831 863 1,620 0 117 235 19 58 429 2.096
113 282 193 550 0 15 0 75 0 90 469
114 21 24 41 0 168 117 264 128 677 58
115 154 181 300 0 191 159 38 21 409 439
116 63 59 123 0 252 100 0 0 352 144
117 77 63 150 0 285 290 4 0 579 152
118 293 286 571 624 177 304 0 7 488 695
119 521 483 1.016 0 2 71 0 22 95 1.275
120 27 22 53 0 21 6 0 15 42 57
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Occupied
Traffic Housin~1 Labor Auto School Employment Total
Zone Units Force Reo. Enrollment Retail Service Mnt'a Wholesale Total Pooulation
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121 256 218 499 363 0 39 I 0 I 0 I 39 575
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122 204 210 398 0 12 30 I 0 0 42 555
123 327 312 638 462 102 151 , 0 0 253 824
124 60 48 117 150 26 76 I 0 46 148 126
125 117 115 228 0 0 69 I 1,005 0 1,074 303
126 70 62 137 0 6 1 I 0 31 38 164
,
127 25 21 49 0 24 225 I 162 38 449 56
128 170 155 332 0 252 220 I 0 0 472 410
129 96 79 187 0 549 257 10 I 24 840 209
130 277 289 540 526 152 205 9 42 408 538
131 460 524 897 0 78 99 0 0 177 974
132 129 136 252 0 56 278 16 31 381 252
133 18 36 35 0 31 I 168 245 56 500 66
134 226 162 441 0 47 ! 257 25 73 402 301
135 4 5 8 0 25 18 0 0 43 9
136 9 7 18 0 5 5 0 0 , 10 13
137 181 243 353 0 19 10 0 I 0 29 452
138 17 17 33 0 12 12 0 I 7 31 32
139 0 0 0 0 31 157 54 7 249 0
140 102 88 199 0 9 0 0 0 9 163
141 882 1,358 1,720 612 12 120 0 0 132 2.525
142 499 783 973 0 25 36 0 0 61 1 .456
143 199 248 388 1,533 365 561 0 I 0 926 491
144 1,093 1.375 2.131 815 62 228 0 : 0 290 2,720
145 1,860 2.269 3,627 0 44 197 0 0 241 4.487
,
146 417 680 813 0 59 103 0 , 0 162 1,222
147 242 391 472 0 57 19 0 I 0 76 702
148 916 1,449 1,786 1.229 29 290 0 , 0 319 2.604
149 67 89 131 0 0 5 0 , 0 5 160
150 405 444 790 0 480 302 0 0 782 915
,
151 539 565 1,051 2.545 125 452 0 I 0 577 1,256
152 648 835 1,264 0 93 60 0 0 153 1,855
153 874 842 1,704 693 93 254 0 I 20 367 1,871
154 440 515 858 298 42 106 5 0 153 1.061
,
155 667 826 1,301 465 201 101 0 ; 15 317 1,702
156 320 463 624 0 37 139 0 I 0 176 823
I
157 812 1,166 1,583 708 97 104 0 I 0 201 2,075
158 268 385 523 375 32 47 0 i 0 79 685
159 644 781 1.256 0 1,632 409 0 I 0 2.041 1,389
160 382 483 745 0 12 24 0 I 31 67 859
I
161 275 389 536 0 10 0 0 I 0 10 692
I i
162 274 381 534 0 146 234 0 I 0 380 835
163 284 328 554 0 16 76 0 I 31 123 119
I
164 1 0 2 0 0 4 0 ! 0 4 1
165 845 899 1,648 320 127 299 22 i 55 I 503 1,971
166 325 395 634 0 226 92 0 1 319 866
167 375 378 731 502 29 70 0 I 0 I 99 839
168 15 15 29 0 5 166 13 I 208 392 33
169 680 739 1,326 0 35 59 0 62 156 1,619
170 149 365 291 0 6 972 0 0 978 810
171 0 0 0 1,675 108 336 0 0 444 0
172 440 533 858 0 106 295 91 8 500 1,184
173 1 2 2 0 47 0 395 27 469 4
174 54 55 105 0 0 0 0 0 0 123
175 7 7 14 0 25 54 0 0 79 16
176 0 0 0 0 0 6 1,779 0 1,785 0
177 935 869 1,823 0 36 190 420 7 653 1,917
178 64 60 125 0 33 22 381 32 468 133
179 686 668 1,338 0 2 15 243 35 295 1.473
180 889 1,212 1,734 1,628 0 105 12 14 131 2.248
181 2,935 3,760 5,723 1,829 76 328 0 0 404 6,496
182 1 .486 1,973 2,898 0 40 40 0 0 80 3.409
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Occupie1d
Traffic Housinq Labor Auto School Employment Total
Zone Units Force Req, Enrollment Retail Service Mnt'q Wholesale Total Pooulation
183 3,410 4,407 6,650 0 118 160 I 0 I 0 278 8,281
184 144 162 281 0 12 32 0 I 0 44 305
185 1,939 2.552 3.781 0 100 I 171 3 I 11 285 4,732
186 1,889 2,483 3,684 0 15 0 0 I 0 15 4,604
187 1,128 1,825 2,200 514 22 2,388 276 i 79 2.765 4,026
188 299 255 583 0 19 122 66 i 67 I 274 563
189 279 317 544 0 224 112 71 I 76 483 951
190 974 790 1,899 450 10 225 0 66 301 2,369
191 104 75 203 0 0 16 33 0 49 226
0 35 89 I
192 110 70 215 54 I 29 207 210
193 0 0 0 0 0 18 0 0 18 0
194 0 0 0 0 0 309 1,399 0 1,708 0
195 0 0 0 362 60 142 97 100 399 0
196 6 2 12 0 42 136 387 105 670 7
197 1 1 2 0 112 269 84 543 1,008 4
198 0 0 0 0 0 0 0 0 0 0
199 0 0 0 0 0 0 0 I 0 0 0
200 0 0 0 0 0 87 0 i 0 87 0
201 11 8 21 0 0 220 5 I 6 231 24
202 0 0 0 0 121 159 132 I 31 443 0
203 236 216 460 174 0 89 49 I 0 I 138 646
204 42 32 82 0 0 47 322 63 I 432 95
205 17 11 33 0 11 180 54 I 27 I 272 33
206 1 1 2 0 0 0 24 I 14 38 3
207 4 3 8 0 0 0 I 0 I 0 0 9
208 0 0 0 0 0 17 404 0 421 0
209 0 0 0 0 0 21 1.362 31 1,414 0
210 0 0 0 0 0 44 ! 1,616 178 I 1,838 0
211 0 0 0 0 5 505 ! 0 0 I 510 0
212 12 15 23 0 31 36 14 0 81 30
213 217 262 423 0 127 103 , 0 i 0 230 518
214 282 312 550 162 0 215 I 0 I 0 215 617
198 355 0 0 0 , 0 I
215 182 i 0 0 391
216 576 589 1,123 0 0 I 5 I 0 0 5 1,163
I
217 439 531 856 1,079 0 210 ! 0 0 210 1,050
218 57 55 111 0 0 I 16 I 0 0 16 123
219 221 244 431 0 0 0 I 0 0 0 540
220 96 113 187 0 0 0 I 0 , 0 0 210
221 840 1.071 1.638 485 0 164 I 0 I 0 164 1,990
222 449 598 876 1,248 7 239 0 I 0 246 1,142
223 355 423 692 0 0 2 0 ! 0 2 836
224 317 432 618 0 0 2 0 I 0 2 836
225 306 465 597 0 19 151 0 I 0 170 873
226 889 1,187 1,734 0 154 103 0 0 257 2,204
227 1,191 1,275 2,322 451 87 95 I 0 4 186 2,487
228 841 1.036 1,640 0 294 62 0 0 356 2.046
229 327 425 638 0 17 91 0 58 166 648
230 478 802 932 0 532 110 26 0 668 1,221
231 0 0 0 0 62 54 0 27 143 0
232 78 135 152 0 2,670 596 0 0 3.266 206
233 236 273 460 0 424 128 0 0 552 416
234 389 756 759 0 245 225 0 0 470 1,152
235 654 1,076 1,275 0 0 401 0 0 401 1,639
236 95 124 185 0 125 377 0 0 502 189
237 7 9 14 0 0 0 0 0 0 17
238 5 8 10 0 0 0 0 14 14 12
239 35 44 68 0 0 159 596 0 755 78
240 503 468 981 263 0 2,980 0 0 2,980 822
241 292 291 569 0 245 526 0 0 771 511
242 93 174 181 375 37 347 0 0 384 305
243 283 398 552 0 15 108 0 0 123 698
244 465 795 907 0 12 51 0 0 63 1,396
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Occupied
Traffic Housing Labor Auto School Employment Total
Zone Units Force Req, Enrollment Retail Service Mnt'q Wholesale Total Population
-- -- !
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245 184 275 359 0 0 61 0 I 0 61 482
I ! I
246 56 99 109 0 12 187 85 I 32 316 174
0 0 32 , 0 i i
247 21 44 41 I 21 53 78
248 308 571 601 0 0 6 0 , 0 6 1,003
,
249 160 260 312 0 0 0 I 0 ! 0 0 457
250 142 199 277 0 6 20 I 0 0 26 350
297 195 309 380 0 132 42 93 I 22 289 521
298 643 641 1,254 0 426 386 0 167 979 1.079
299 457 825 891 0 15 110 0 I 0 125 1,387
300 638 1,027 1,244 0 0 81 0 , 0 ! 81 1,727
301 916 1,361 1.786 554 110 279 0 , 0 , 389 2,289
302 163 219 318 0 268 452 I 0 : 0 I 720 368
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303 20 41 39 0 127 257 I 0 45 I 429 63
325 755 634 0 1 2 0 I 0 , 3
304 I i 1.157
305 643 845 1,254 896 384 673 , 0 I 0 1,057 1,294
, I I
306 782 947 1,525 0 0 435 , 32 I 32 499 1,451
307 371 849 723 0 0 121 248 , 105 474 1,300
308 1,056 1,567 2,059 0 44 146 0 I 0 190 2.500
309 755 1,111 1.472 0 700 459 0 ! 0 1,159 1,793
310 412 608 803 0 0 107 0 : 0 107 1.096
311 221 250 431 0 12 42 0 0 54 451
312 1.717 2,261 3,348 375 131 144 0 I 0 275 4.077
313 1,175 2,133 2,291 222 1,027 228 0 : 47 1,302 3,314
314 0 0 0 0 231 317 0 0 548 0
315 924 1,149 1,802 0 736 637 0 ; 0 1,373 1,833
316 215 256 419 0 142 39 0 0 181 572
317 327 330 638 0 12 2 0 0 14 739
318 390 398 761 0 15 14 0 ! 0 29 890
319 336 196 655 0 12 103 I 0 : 0 115 439
,
320 54 46 105 0 0 I 0 i 0 0 0 103
321 103 107 201 0 5 4 : 0 I 0 9 239
322 135 138 263 0 0 146 I 0 0 14$ 308
323 282 231 550 0 0 0 0 0 0 517
324 105 57 205 126 36 24 0 0 60 127
325 577 367 1,125 0 93 I 100 0 22 215 1.143
326 119 86 232 0 2 4 0 0 6 267
327 163 129 318 0 31 36 0 0 I 67 400
328 486 380 948 0 27 46 0 0 I 73 1,182
I
329 0 0 0 0 0 0 0 I 0 I 0 0
422 884 6,401 1,724 0 502 17.243 I 0 0 I 17,745 8.455
I I !
423 1.713 2.276 3,340 1,401 50 25 0 0 i 75 4,117
424 205 298 400 0 6 8 i 0 0 I 14 539
I
425 526 715 1,026 0 8 8 0 0 16 1,295
426 263 307 513 0 0 8 0 0 8 556
427 497 671 969 0 21 8 0 0 29 1,215
428 62 86 121 0 0 22 0 0 22 156
429 74 99 144 0 0 12 0 0 12 180
430 102 133 199 0 15 14 0 0 29 240
431 325 455 634 2,786 30 307 0 I 0 337 817
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Total 82,332 105,579 159,694 47.511 23,845 I 81,247 16,374 5,026 126.492 204,876
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June: 1998
Appendix C PUMP CURVES
'ZEL, ENGINEERS,
9625 rpt ARC Water appendices,doc
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. !f.L Purnu DIvIsion
SECTION 700(
PEAFOliMANCI
f-'ACE 1:.
Seplllmbur 29, , g-/'
HYDRAULIC PERFORMANCE
~ASED UfON FUllNISHING
THE PUMP WITH S"ECIFI~D
AMOUNT OF CLEAIl fRESH
NO""-AEllATE 0 WA Tell ~oQ, 8~QF
FIG 7000
SIZE 13H
llPM 1770
PUMP BOWL PERFORMANCE
PER STAGE
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SINGLE STAGE DOUBLE SUCTION
Type AE
SECTION 1230
Page 0.1
October 21, 1994
PUMP OUTLINE
PLAN VIEW OF FEET
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H DIA. 4 HOLES
LH ROT A TION
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vi Size SUe X Flange
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Rating
H 2AE11 1 :1 x 125 I 2 x 125 14.50 I 11.00 113.00 24.50 9.00 I 6.00 10,88 I 0.88 10.75 I 0.75 I 3.38 I 2.00 116.58
2AE11 I :1 x 125 I 2 x 250. 114.50 I 11.00 I 13.00 24.50 9.00 I 6.00 10.88 10.88 10.75 0.75 13.38 12.00 /16.58
I I 3AE9,G I <i x 125 3 x 125 110.75 12.00 I 11.00 I 28.00 11.00 14.38 10.75 11.12 11.25 0.75 1 3..00 2.00 118.00
I 3AE9,G I <, x 125 I 3 x 250 ' 10.75 12.00 I 11.00 28.00 111.00 4.38 TO.75 11.12 11.25 10.75 13.00 2.00 118.00
i J ! w~~~.~ , ~,x 125 1 3 x 125 14.50 11.00 I 13.00 24.50 11.00 6.00 10.88 11.12 i 0.94 I 0.75 I 3.38 1 2.00 20.5D
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I I 4AE10.G I 5 x 125 4 x 250 14.50 12.00 I 13.00 28.00 11,00 1 5.0011.00 1.25 11,38 0.75 I 3.38 T 2.00 I 18.88
I I 4AE10,G I ' 5 x 250 4 x 250 14.50 12.00 I 13.00 28.00 11.00 16.00 11.00 1.25 11.38 0.75 I 3.38 I 2.00 18.88
"Bottom two holes In 250 Lb. discharge flange are tapped '1.-11 UNC
Q9 Bottom two holes in ~50 Lb. discharge flange are tapped 'kiD UNC
vi Pump Pump Dimensions In Inches Weight
Size
& U I , Single Lbs.
Type 'R S SS +.000 V W X, yy YX Z ZZ Extenslon
'.001 Keyway
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Refer to the factory for double extended shaft dimensions U1, Keyway and Wi
Crom Corporation
1)4<::
Richmond County, GA
JOO Name Willis Foreman' Road
Booster Pump 'Station
Customer
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MotOl'Mfr. U',S; Motors
Pump Size & Type, Sly1e ,. 1AE 14
Item No.
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AUGUST A-RICHMOND UTILITIES
DEPARTMENT
APPENDICES TO THE
COMPREHENSIVE WATER SYSTEM STUDY
July 1998
ZEL Project 9625
PREPARED BY
EEl.
435 TELFAIR ST.
AUGUSTA, GEORGIA
ENGINEERS
PHONE (706)724-5627
ZIMMERMAN, EVANS AND LEOPOLD, INC.
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AUGUSTA-RICHMOND UTILITIES
DEP ARTMENT
APPENDICES TO THE
COMPREHENSIVE WATER SYSTEM STUDY
July 1998
ZEL Project 9625
PREPARED BY
EEl.
435 TELFAIR ST.
AUGUSTA. GEORGIA
ENGINEERS
PHONE (706)724-5627
ZIMMERMAN, EVANS AND LEOPOLD, INC.
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
CONTENTS
APPENDIX A WATER PRODUCTION HISTORY
APPENDIX B POPULATION PROJECTIONS
APPENDIX C PUMP CURVES
=
9625 'l=t ARC Water appendices,doc
Page i
'ZEL, ENGINEERS,
I Augusta-Richmond Utilities Department
I Comprehensive Water System Study
June, 1998
I Appendix A WATER PRODUCTION HISTORY
I Table 1. Highland Avenue WTP Production History
Total (oOOgal)
Month Minimum Daily Average Daily Maximum Daily
I Dee-90 686,000 16,500 22,129 26,700
Jan-91 648,166 16,000 20,908 25,750
Feb-91 637,829 17,333 22,780 29,667
I Mar-91 693,997 16,333 22,387 28,000
Apr-91 746,165 17,333 24,872 32,667
May-91 750,667 20,000 24,215 28,500
I Jun-91 773,400 20,000 25,780 32,000
Jul-91 869,200 24,000 28,038 34,000
Aug-91 802,100 19,500 25,874 29,500
I Sep-91 834,700 20,500 27,823 34,000
Oct-91 808,600 20,700 26,083 29,300
I Nov-91 694,300 20,000 23,143 29,300
Dee-91 640,400 16,000 20,658 24,000
Jan-92 687,400 16,000 22,174 25,800
I Feb-92 597,400 16,800 20,600 24,300
Mar-92 638,800 16,000 20,606 24,000
Apr-92 667,000 17,700 22,233 28,200
I May-92 749,100 16,300 24,200 31 ,000
Jun-92 711 ,300 17,100 23,710 29,800
Jul-92 801,400 16,000 25,852 35,000
I Aug-92 773,600 20,000 24,954 34,500
Sep-92 710,700 16,700 23,690 28,200
Oct-92 706,600 16,000 22,794 29,200
I Nov-92 649,100 17,000 21,636 26,000
Dec-92 613,700 16,000 19,800 22,700
Jan-93 638,200 16,000 20,587 25,000
I Feb-93 538,650 16,000 19,238 24,800
Mar-93 609,100 15,500 19,648 22,200
I Apr-93 627,700 16,000 20,923 28,000
May-93 781,400 19,000 25,206 31,000
Jun-93 874,700 21 ,500 29,156 36,700
I Jul-93 918,200 24,000 29,619 38,000
Aug-93 918,200 20,500 29,619 36,000
Sep-93 792,700 20,000 26,423 32,500
I Oct-93 749,000 16,300 24,200 30,700
Nov-93 685,200 18,800 22,840 27,200
I r==== 'ZEL, ENGINEERS ,
9625 fpt ARC Water appendices,doc
I
I Augusta-Richmond Utilities Department
I Comprehensive Water System Study
June, 1998
I Month Total (oOOgal) Minimum Daily Average Daily Maximum Daily
Dec-93 613,500 16,000 19,790 24,700
Jan-94 665,700 16,000 21,474 28,000
I Feb-94 566,800 16,000 20,240 25,000
Mar-94 630,800 16,500 20,350 25,000
Apr-94 717,400 17,000 23,913 32,000
I Jun-94 747,600 20,000 24,920 34,600
Jul-94 757,400 18,200 24,432 34,300
Aug-94 781,800 19,800 25,219 31,300
I Sep-94 795,500 20,500 26,516 31,800
Oct-94 703,300 18,200 22,687 27,500
I Nov-94 624,200 16,000 20,806 23,500
Jan-95 631,800 16,700 20,380 25,200
F eb-95 583,200 16,200 20,828 24,000
I Mar-95 676,900 16,800 21,835 28,400
Apr-95 784,900 20,000 26, 163 33,800
May-95 863,500 22,700 27,854 34,200
I Jun-95 736,200 19,500 24,540 31,200
Jul-95 818,700 20,000 26,409 31,500
Aug-95 761,300 20,000 24,558 33,200
I Sep-95 708,100 19,700 23,600 28,200
Oct-95 681,700 16,000 21 ,990 27,200
Dec-95 693,600 18,500 22,374 28,000
I Jan-96 674,400 16,500 21,754 25,800
Feb-96 615,100 18,800 21,210 25,100
Apr-96 709,600 18,800 23,653 28,200
I May-96 854,800 21,200 27,574 39,300
Jun-96 809,000 20,100 26,966 35,300
I Jul-96 821,000 19,500 26,483 37,300
Aug-96 799,600 22,300 25,793 30,300
Sep-96 744,600 20,000 24,820 29,700
I Oct-96 725,700 18,200 23,409 28,000
Nov-96 657,400 16,800 21,913 25,800
Dec-96 672,000 17,200 21,677 24,600
I Jan-97 674,200 18,200 21,748 25,300
Feb-97 585,400 16,500 20,907 25,200
Mar-97 672,800 17,500 21,703 25,400
I Apr-97 721,600 20,000 24,053 28,000
May-97 861,400 19,300 27,787 36,700
Jun-97 847,000 22,500 28,233 34,700
I Jul-97 928,000 24,000 29,935 36,000
Aug-97 932,700 24,000 30,087 35,700
I c::= 'ZEL, ENGINEERS
9625 :'Pt ARC Water appendices,doc
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Augusta-Richmond Utilities Department
COllllprehensive Water System Study
June, 1998
Month Total (oOOgal) Minimum Daily Average Daily Maximum Daily
Sep-97 826,500 21 ,300 27,550 33,000
Oct-97 796,200 24,000 25,683 29,800
Nov-97 656,900 20,000 21,896 27,000
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9625 rpt ARC Water appendices,doc
I Augusta-Richmond Utilities Department
I Comprehensive Water System Study
June, 1998
I Table 2. Ground Water Production History (avg. gallons/day)
Plant 1 Plant 2 Well 1 Well 2 Well 3
I Jan-90 7,538,742 5,117,323
Feb-90 7,547,464 4,988,571
Mar-90 7,671,161 5,389,935
I Apr-30 7,294,133 5,561,733
May..90 6,141,645 5,655,516
JunE:-90 6,890,167 6,430,567
I July-90 7,143,129 6,490,935
Aug-90 6,159,581 5,621,903
Sep-90 6,292,900 5,197,700
I Oet-!W 5,498,129 4,613,613
Nov-90 5,194,700 4,500,967
Dee-90 4,828,516 4,463,097
I Jan-B1 4,616,548 4,686,065
Feb-'31 4,705,071 5,395,857
I Mar-91 4,576,226 5,596,806
Apr-91 4,936,067 4,778,100
May-31 5,454,000 5,146,548
I June-91 6,046,600 5,566,133
July-!31 5,683,581 5,493,677
Aug-B1 5,456,000 5,320,355
I Sep-B1 5,893,400 5,398,267
Oct-S'1 5,426,000 4,977,613
Nov-91 4,670,233 5,231,600
I Dee-!l1 4,686,839 4,450,581
Jan-S'2 4,878,323 4,275,484
Feb-~12 4,946,207 4,184,379
I Mar-~12 5,232,968 5,015,839
Apr-92 5,193,667 5,408,167
May-!l2 6,455,645 6,292,742
I June-92 6,269,533 5,712,033
July-S'2 5,662,387 5,516,903
I Aug-tl2 5,690,387 6,407,516
Sep-S'2 4,832,400 6,227,433
Oct-92 4,515,581 5,846,226
I Nov-S12 4,096,867 5,552,500
Dee-S12 3,715,613 5,616,452
Jan-93 3,612,645 5,816,290 282,513 587,581
I Feb-93 3,984,250 5,576,250 47,714 259,786 494,000
Mar-93 3,878,903 5,474,516 160,635 576,839
I c== 'ZEL, ENGINEERS ,
%25 rpt ARC Water appendices,doc
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I Augusta-Richmond Utilities Department
I Comprehensive Water System Study
June, 1998
I Plant 1 Plant 2 Well 1 Well 2 Well 3
Apr..93 4,401,100 5,880,367 - 220,533 666,333
May-93 5,991,710 6,818,516 90,387 407,113 611,742
I Jun,~-93 6,368,733 7,455,633 175,700 358,767 722,133
July-93 6,362.161 7,369,387 185,194 451,484 783,000
Aug-93 5,983,968 7,183,000 10,161 329,861 575,258
I Sep.93 4,992,300 7,435,567 440,100 554,200
Oct-93 3,831,645 6,856,419 - 366,839 481,581
Noy..93 3,474,633 6,140,300 311,057 429,467
I Dec..93 3,793,871 5,781,387 - 308,774 432,968
Jan-94 5,263,419 4,765,677 385,800 468,258
I Feb-94 5,264,821 4,350,107 379,671 411,964
Mar-94 6,021,258 4,945,452 - 284,761 555,097
Apr-'34 6,976,367 5,998,233 - 317,003 793,533
I May..94 6,403,129 6,308,516 133,968 455,219 665,000
June-94 5,479,067 5,793,533 391,047 555,500
July-94 5,510,194 5,978,484 - 389,881 503,355
I Aug-94 5,849,419 5,879,839 - 403,545 519,839
Sep-94 6,379,300 5,024,900 427,363 552,867
Oct-94 5,736,774 4,759,839 340,806 464,548
I Noy-94 5,375,333 4,858,367 311,910 462,833
Dec- 34 4,956,645 5,134,194 - 305,768 452,903
Jan-!l5 4,946,935 5,234,258 - 297,942 435,710
I Feb-95 4,750,107 5,620,500 308,846 441,179
Mar-95 4,697,161 5,793,677 270,484 476,581
I Apr-~15 5,162,500 6,956,433 643,700 492,110
May-'35 6,133,484 7,731,484 - 421,874 732,097
June-.95 3,914,467 7,865,800 36,933 300,170 614,367
I July-!l5 5,305,452 7,839,194 364,258 431,265 411,419
Aug-95 4,285,290 7,331,452 - 363,200 650,258
Sep-H5 3,495,167 7,227,233 327,183 666,800
I Oct-95 3,587,419 6,995,323 - 292,623 501,968
Noy-E15 4,134,367 6,062,200 - 246,140 470,800
Dec-~15 4,290,097 6,061,484 - 232,403 466,710
I Jan-96 4,134,419 6,504,290 263,990 481 , 161
Feb-~16 4,139,759 6,482,414 - 254,766 442,483
Mar-~16 3,620,968 6,653,645 241,287 433,226
I Apr-96 5,769,467 7,191,300 - 294,013 550,433
May-H6 5,970,548 7,600,774 70,129 411,490 727,581
June-96 6,344,333 7,942,667 78,333 432,977 747,067
I July-S6 5,957,581 8,051,226 63,387 420,461 744,968
Aug-S'6 4,700,581 7,646,000 - -
I = 'ZEL, ENGINEERS,
9625 rl't ARC Water appendices.doc
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
Plant 1 Plant 2 Well 1 Well 2 Well 3
Sep-.96 4,271,300 7,628,933
Oct-96 4,082,032 7,862,032
Nov..96 3,895,300 8,113,900
Dec..96 3,371,935 8,133,968
Jan-97 3,051,129 7,969,323
Feb-97 2,753,679 7,604,679
Mar-97 3,722,710 6,868,742
Apr-'37 5,082,667 7,084,767
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'ZEL, ENGINEERS,
9625 rpt ARC Water appendices,doc
I Augusta-Richmond Utilities Department
I Comprehensive Water System Study
Jun:::, 1998
I Appendix 8 POPULATION PROJECTIONS
I Table 3. Population Projections by Traffic Zone
CeI'i'SUS M Traffic Area (W) 1990 1996 1996 2015 2015
I Tract Zone Population Population Employed Population Employed
4 1 6,000,788 0 14 611 0 1,023
'l 2 328,717 1 1 280 1 309
I 4 3 263,471 7 2 197 7 241
4 4 440,477 5 5 320 5 389
<~ 5 247,083 0 0 614 0 744
I <l 6 178,546 0 0 899 0 1,087
<, 7 371,158 0 0 611 0 746
A, 8 302,091 0 0 91 0 111
I 4- 9 909,926 2 2 53 2 66
4 10 881,461 22 22 193 21 238
4 11 737,307 22 20 226 21 288
I 4 12 1,289,055 18 18 506 18 619
4 13 706,125 0 0 217 0 268
I 4 14 473,984 154 154 278 150 327
4 15 941,072 0 0 191 0 231
4 16 757,002 7 7 263 7 317
I 4 17 688,654 7 7 138 7 166
4 18 292,756 7 7 79 7 97
4 19 492,933 238 238 159 233 192
I 4 20 271,226 24 24 42 23 51
4 21 181,870 271 271 67 265 81
4 22 333,187 0 0 91 0 111
I 4 23 259,469 3 3 664 3 802
4 24 212,242 1 1 64 1 78
6 25 681,739 29 27 294 27 355
I 6 26 1,327,444 134 134 147 124 182
6 27 1,057,415 2 2 111 2 147
7 28 675,202 15 15 49 13 59
I 7 29 983,409 9 6 335 8 404
7 30 1,674,444 56 47 206 50 249
I 7 31 941,171 0 0 99 0 119
8 32 1,146,616 0 0 335 0 404
8 33 268,060 0 0 33 0 40
I 8 34 2,753,019 256 253 405 344 484
8 35 1,772,359 272 272 305 366 372
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9625 rpt ARC Water appendices,doc
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I Augusta-Richmond Utilities Department
I Comprehensive Water System Study
June, 1998
I Census M Traffic Area (ff) 1990 1996 1996 2015 2015
Tract Zone Population Population Employed Population Employed
8 36 2,402,796 0 0 621 0 797
I 8 37 969,491 42 42 259 57 330
8 38 2,063,517 81 83 103 109 129
8 GO 39 6,020,703 406 406 547.1 13,570
I 8 39 20 20 11 080 26.9 0
8 40 401,216 0 0 317 0 385
7 41 2,265,136 421 409 202 371 244
I 7 42 1,310,740 206 197 305 182 500
7 43 2,290,683 561 496 205 494 261
7 44 1,343,557 294 268 70 259 86
I 7 45 941,013 233 220 35 205 41
') 46 2,516,694 40 37 389 37 530
I 6 47 3,806,091 112 74 229 103 372
I) 48 6,119,906 475 470 4 437 5
11)6 49 1,668,155 861 861 0 666 0
I 13 GO 50 366 366 342.3 0
13 50 2,048,887 120 113 191 105.7 255
13 51 733,138 252 242 5 232 6
I 13 52 557,117 94 82 3 87 0
13 53 278,488 71 64 15 65 19
l3 54 416,978 152 152 0 140 0
I l3 55 411,673 36 36 4 33 6
l3 56 1,189,805 122 122 66 112 80
I, 57 1,425,398 279 277 13 257 15
I l3 58 1,107,625 97 97 12 89 14
() 59 3,261,349 297 297 73 273 88
106 60 943,161 506 506 106 388 135
I !1 61 1,639,456 0 0 0 0 0
!1 62 976,341 355 352 2 308 2
I !l 63 3,113,649 728 670 100 630 123
!l 64 5,477,422 1240 1203 254 1073 308
!l 65 2,041,413 1071 1071 239 927 289
I 10 66 904,279 103 97 76 105 88
10 GO 67 1,453,086 357 357 365.1 0
10 67 41 41 324 41.9 393
I 10 68 3,490,100 502 490 706 512 841
10 69 2,939,504 449 449 63 458 79
10 70 3,668,018 426 414 607 435 737
I 10 71 1,741,884 220 220 85 225 104
10 72 2,104,226 259 258 111 265 134
I c::=:::: 'ZEL, ENGINEERS,
9625 Jpt ARC Water appendices.doc
I
I Augusta-Richmond Utilities Department
I Comprehensive Water System Study
June, 1998
I Census M Traffic Area (W) 1990 1996 1996 2015 2015
Tract Zone Population Population Employed Population Employed
'0 73 1,626,019 120 120 245 123 296
I '0 74 3,197,468 673 666 145 688 176
3 75 3,726,491 613 585 438 504 532
3 76 937,014 73 69 159 60 195
I :3 77 2,074,839 428 423 17 353 20
:3 78 2,284,983 452 445 242 372 297
:3 79 5,006,662 280 277 505 231 615
I :3 80 5,127,665 30 30 1169 25 1,371
a 81 651,299 81 81 25 67 31
I 11 82 2,600,057 313 311 134 312 165
11 83 3,128,021 286 284 36 284 43
11 84 5,274,115 196 201 546 195 659
I 11 85 2,311,988 304 304 58 302 71
11 86 2,652,014 391 385 61 389 76
11 87 2,041,089 305 307 0 303 0
I 11 88 2,948,901 119 117 93 118 113
11 89 1,243,954 0 0 345 0 610
12 90 2,975,685 513 513 210 493 251
I 12 91 1,968,351 287 285 38 276 46
1 :~ 92 661,460 79 79 28 76 33
1 ') 93 9,302,610 1270 1267 1530 1221 1,913
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I 1 ') GQ 94 6,133,030 122 122 117.3 0
..
1 " 94 35 35 1018 33,7 1,297
..
1 " 95 3,993,386 502 504 61 483 75
<,
I 1 " 96 9,041,278 1826 1826 138 1755 165
<,
1~' 97 3,205,294 60 60 269 58 350
~,
1" 98 1,674,011 114 142 16 110 14
I <,
1 :;, 99 5,794,881 407 403 8 386 10
12 100 1,275,663 154 154 15 146 18
I 13 101 2,898,164 346 346 24 328 28
13 102 10,497,644 761 742 1069 722 1,347
14 103 7,507,965 1214 1150 207 1003 249
I 14 104 5,146,077 1329 1319 67 1098 83
14 105 876,164 135 133 40 105,1 55
10.1 105 48 48 14 37.9 19
I 15 106 4,394,983 1240 1152 71 1060 81
15 107 2,204,447 516 471 25 441 35
15 108 3,291,763 562 539 245 469,9 361
I 1O~1 108 46 46 21 40,1 31
15 109 4,949,806 6 5 118 5 171
I = 'ZEL, ENGINEERS ,
9625 rpl ARC Water appendices.doc
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I Comprehensive Water System Study
June, 1998
I Census M Traffic Area (ff) 1990 1996 1996 2015 2015
Tract Zone Population Population Employed Population Employed
133 110 1,811,592 310 296 61 229 75
I 13 111 7,630,663 126 126 50 125.6 55
103 111 1155 1149 456 1145.4 502
103 112 17,162,852 2423 2414 350 2096 429
I 103 113 6,195,395 496 497 81 469 90
103 114 6,770,192 60 57 499 58 677
103 115 5,411,232 455 449 354 439 409
I 103 116 4,615,246 149 145 285 144 352
103 117 3,639,863 158 156 473 152 579
I 103 118 5,565,567 721 718 409 695 488
104 119 7,851,342 1286 1240 77 1275 95
104 120 87 87 33 57 42
I 104 121 1,286,948 884 884 32 575 39
104 122 4,847,084 554 538 37 555 42
104 123 823 818 207 824 253
I 104 124 3,490,451 126 126 117 126 148
104 125 5,553,891 303 303 959 303 1,074
1('4 126 2,720,503 164 161 28 164 38
I 1(4 127 3,256,075 56 51 282 56 449
1C4 128 7,082,025 409 406 384 410 472
104 129 5,713,369 209 209 780 209 840
I 1 05 04 130 8,585,259 581 583 332 538 408
105.04 131 12,951,962 1054 1051 163 974 177
105.04 132 8,670,292 272 268 280 252 381
I 105.04 133 3,191,685 71 71 586 66 500
105.04 134 3,977,865 325 325 278 301 402
I 105.04 135 4,975,648 10 10 45 9 43
105.04 136 6,872,686 14 14 8 13 10
105.04 137 13,663,913 487 490 26 452 29
I 105.04 138 6,524,226 35 33 25 32 31
105.04 139 5,765,004 0 0 210 0 249
105.04 140 4,114,452 175 175 7 163 9
I 105.04 141 43,938,571 2725 2776 111 2525 132
105.04 142 17,614,322 1571 1574 50 1456 61
105.05 143 31,321,953 532 853 758 491 926
I 105.05 144 15,481,089 2949 2959 239 2720 290
105.05 145 58,818,536 4864 5073 202 4487 241
105.09 146 9,793,510 1200 1238 107 1222 162
I 1 05. ~9 147 10,076,493 689 692 87 702 76
1 05. ~9 148 22,731,701 2556 2537 263 2604 319
I = 'ZEL, ENGINEERS ,
9625 rpl ARC Water appendices.doc
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I Comprehensive Water System Study
June, 1998
I Census M Traffic Area (W) 1990 1996 1996 2015 2015
Tract Zone Population Population Employed Population Employed
10~i.09 149 2,578,245 157 140 4 160 5
I 1 0~1.08 150 12,236,023 956 943 675 915 782
1 0~,,06 151 24,965,128 1303 1303 474 1256 577
10~.06 152 11,394,260 1925 1913 125 1855 153
I 10: ,06 153 13,748,849 1941 1945 299 1871 367
105.08 154 9,498,973 1109 1104 127 1061 153
105.08 155 14,289,143 1779 1811 256 1702 317
I 105,07 156 8,593,342 845 845 145 823 176
105,07 157 14,944,202 2132 2148 164 2075 201
105.07 158 4,620,997 704 696 65 685 79
I 105,07 159 20,322,893 1427 1419 1499 1389 2,041
105,07 160 8,814,094 882 882 52 859 67
I 105,07 161 15,897,489 711 719 8 692 10
1 05,10 162 5,707,801 775 771 311 835 380
105 10 163 6,870,046 667 664 73 719 123
I 105 1 0 164 3,859,754 1 1 3 1 4
105.10 165 13,720,623 1785 1776 431 1909.7 487
105,11 165 57 57 14 61,3 16
I 105.10 166 9,111,940 773 773 131 822.4 303
105,11 166 41 41 7 43.6 16
105.11 167 6,511,244 1027 1028 81 839 99
I 105.11 168 13,938,735 41 41 152 33 392
105.10 169 1502 1502 131 1619 156
105.10 170 22,649,117 6 6 5 4,9 6
I 105.11 GQ 170 516 516 422.2 0
105.11 170 468 468 816 382,9 972
105.10 171 4,507,989 0 0 385 0 444
I 105.11 172 12,064,891 1449 1449 388 1184 500
105.11 173 13,232,131 5 5 432 4 469
I 105,11 174 4,873,075 151 151 0 123 0
105.10 175 15 15 65 16 79
10E! 176 98,397,863 0 0 1507 0 1,785
I 107.06 177 87,737,317 841 857 248 1917 653
107,06 178 35,315,125 58 69 424 133 468
107,06 179 41,769,011 646 936 37 1473 295
I 107,05 180 71,451,911 1437 2738 108 2248 131
107,03 181 89,672,895 5348 5880 324 6496 404
107,03 182 38,060,218 2806 3147 65 3409 80
I 107.04 183 180,570,139 6619 8188 249 8281 278
107,04 184 39,509,288 244 414 15 305 44
I c===:= 'ZEL, ENGINEERS ,
9625 rp': ARC Water appendices,doc
I
I Augusta-Richmond Utilities Department
I Comprehensive Water System Study
June, 1998
I Census M Traffic Area (ft2) 1990 1996 1996 2015 2015
Tract Zone Population Population Employed Population Employed
10?05 185 55,452,016 3025 3159 237 4732 285
I 107.05 186 42,902,854 2943 3162 17 4604 15
107.06 GO 187 90,311,994 644 644 1321.5 0
10:'.06 187 1122 1318 2423 2704.5 2,765
I 10?06 188 63,214,813 247 370 196 563 274
106 189 14,379,046 1190 1135 361 951 483
106 190 13,403,472 2652 2641 241 2369 301
I 106 191 1,791,046 252 252 43 226 49
106 192 16,178,464 235 265 169 210 207
106 193 3,402,677 0 0 0 0 18
I 106 194 35,524,065 0 0 1578 0 1,708
106 195 22,095,911 0 0 283 0 399
I 106 196 31,715,769 8 8 666 7 670
106 197 10,460,188 4 4 665 4 1,008
106 198 112,361,770 0 0 0 0 0
I 106 199 64,130,198 0 0 0 0 0
106 200 135,980,797 0 0 52 0 87
106 201 94,117,349 27 27 165 24 231
I 106 202 8,182,404 0 0 271 0 443
106 203 6,443,871 721 707 87 646 138
106 204 5,385,292 107 102 142 95 432
I 106 205 9,460,041 37 27 204 33 272
106 206 8,814,320 3 3 30 3 38
106 207 2,807,432 10 10 0 9 0
I 106 208 7,663,178 0 0 0 0 421
106 209 11,387,647 0 0 1156 0 1,414
106 210 21,083,764 0 0 1545 0 1,838
I 106 211 58,420,820 0 0 404 0 510
113 212 14,850,298 30 30 68 30 81
I 113 213 1,151,698 522 524 187 518 230
if) 214 12,554,345 622 627 178 617 215
113 215 4,840,135 394 397 0 391 0
I if) 216 9,843,882 1163 1188 4 1163 5
1G 217 5,262,913 1035 1033 174 1050 210
1 * 218 3,608,892 127 129 13 123 16
I 1 219 5,785,722 450 450 0 518.1 0
102.01 219 17 19 0 21.9 0
102.01 220 3,958,801 165 170 0 210 0
I 102.01 221 11,143,174 1563 1567 136 1990 164
ill 222 7,380,309 428 434 95 530.1 115
I = 'ZEL, ENGINEERS ,
%25 rpl ARC Water appendices. doc
I
I Augusta-Richmond Utilities Department
I Comprehensive Water System Study
June, 1998
I Census M Traffic Area (W) 1990 1996 1996 2015 2015
Tract Zone Population Population Employed Population Employed
102.01 222 501 501 109 611,9 131
I 16 223 9,395,259 710 729 2 836 2
16 224 11,658,807 476 496 1 577.5 2
10~~,01 224 216 222 1 258,5
I 16 225 12,380,279 120 126 24 152,6 29
10~~.01 225 575 595 116 720.4 141
1 0~:.01 226 26,803,610 1731 1797 224 2204 257
I 16 227 10,269,106 1693 1692 123 2012.4 151
1 0~:.01 227 393 399 29 474,6 35
I 16 228 13,481,216 1803 1856 167 2046 356
1 O~ .03 229 2,955,743 471 471 132 648 166
102,03 230 7,117,131 878 878 542 1221 668
I 102,03 231 1,161,131 0 0 114 0 143
1 02.03 232 6,115,907 150 127 2637 206 3,266
102,03 233 2,314,046 302 302 456 416 552
I 102.03 234 9,742,052 837 840 383 1152 470
102.03 235 14,655,489 1191 1193 332 1639 401
102.03 236 7,075,858 137 131 296 189 502
I 102.01 237 4,942,846 13 13 0 17 0
102.03 238 1,560,011 9 9 0 12 14
102,04 239 11,825,285 56 58 760 78 755
I 102,04 240 18,797,676 591 762 2249 822 2,980
102,04 241 24,382,683 367 576 741 511 771
10204 242 21,615,098 219 317 279 305 384
I 102,04 243 22,160,359 501 523 81 698 123
1 02 04 244 34,309,386 1002 1176 27 1396 63
I 1 02 04 245 55,398,760 346 988 40 482 61
102 04 246 4,105,985 125 131 252 174 316
102,04 247 6,146,473 56 56 40 78 53
I 102,04 248 47,939,631 720 860 5 1003 6
102,04 249 23,395,145 328 364 0 457 0
102.04 250 65,733,968 251 249 5 350 26
I 101.05 297 9,768,578 400 432 366 521 289
101.05 298 5,413,729 828 826 961 1079 979
101.05 299 3,932,537 1064 1415 103 1387 125
I 101,05 300 10,664,291 1325 1370 87 1727 81
101,05 301 10,111,411 1756 2003 329 2289 389
101.05 302 14,213,066 281 283 589 368 720
I 101.04 303 10,821,208 42 39 347 63 429
101,04 304 5,259,064 774 780 3 1157 3
I == 'ZEL, ENGINEERS
9625 1'1't ARC Water appendices,doc
I
I Augusta-Richmond Utilities Department
I Comprehensive Water System Study
June, 1998
I Census M Traffic Area (W) 1990 1996 1996 2015 2015
T relet Zone Population Population Employed Population Employed
101.04 305 8,526,542 866 979 920 1294 1,057
I 101,04 306 12,420,609 971 969 501 1451 499
101.04 307 11,031,761 799 809 305 1300 474
101.02 308 58,888,711 1674 1693 141 2500 190
I 101.02 309 14,306,915 1101 1209 1007 1634,8 1,057
102.01 309 19,128,613 117 117 97 158.2 102
101.01 310 17,004,805 780 780 89 1096 107
I 101,01 311 3,885,706 325 331 45 451 54
101,01 312 30,167,674 2958 2973 199 4077 275
I 1 01 .02 313 22,145,881 2221 2263 1045 3314 1,302
101 .02 314 13,551,746 0 0 0 0 548
101.02 315 13,399,703 1227 1752 1166 1833 1,373
I 1 316 4,652,130 591 586 176 572 181
1 317 5,296,483 763 759 12 739 14
1 318 7,080,568 919 892 24 890 29
I 1 319 2,320,088 453 447 95 439 115
1 320 1,486,072 106 106 0 103 0
1 321 3,804,364 247 228 7 239 9
I 1 322 11,406,661 318 313 121 308 146
1 323 5,871,225 534 536 0 517 0
1 324 1,257,529 131 131 49 127 60
I 2 325 7,952,781 1245 1240 174 1143 215
2 326 2,701,693 291 289 5 267 6
2 327 2,465,307 436 425 55 400 67
I 2 328 10,638,259 1288 1285 60 1182 73
2 329 26,895,823 0 0 0 0 0
I 101,01 329 0 0 0 0 0
108 422 440,795,383 9140 9140 17548 8455 17,745
109 02 423 88,504,023 2244 2596 109 4117 75
I 109 02 424 41,701,360 294 323 0 539 14
109,02 425 706 1091 0 1295 16
109.02 426 56,038,827 303 383 0 556 8
I 109 02 427 65,195,318 662 808 2 1215 29
1 09 02 428 30,494,565 85 106 12 156 22
109.02 429 98 143 2 180 12
I 109,02 430 20,162,433 131 148 6 240 29
I
I === 'ZEL, ENGINEERS ,
I 9625 lpt ARC Water appendices,doc
I
I
Aug:usta-Richmond Utilities Department
Comprehensive Water System Study
June, 1998
I
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I
Census M Traffic Area (W) 1990 1996 1996 2015 2015
Tract Zone Population Population Employed Population Employed
10~I.01 431 495 757 186 817 337
1 O~I.01 Unzoned 5013 6185 927,8 18607,0 2791.1
1 0~I,02 Unzoned 3300 4160 624.0 12942,0 1941,3
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9625 "pt ARC Water appendices,doc
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I
Richmond County Socioeconomic Projections-2015
Occupied
T rafflc Housing Labor Auto School Employment Total
Zone Unit~; Force Reo. Enrollment Retail Service Mft'a Wholesale Total Population
1 25 0 15 0 422 I 507 0 94 1,023 0
2 1 0 1 0 93 65 115 36 309 1
3 3 2 2 0 19 205 0 17 241 7
4 3 2 2. 0 108 281 0 0 389 5
5 0 0 0 0 81 663 0 0 744 0
6 0 0 0 0 50 1,037 0 0 1,087 0
7 0 0 0 0 66 635 0 I 45 746 0
8 0 0 0 0 31 76 0 I 4 I 111 0
9 1 1 1 0 11 37 0 18 I 66 2
I I
10 9 7 5 0 59 142 9 28 238 21
11 17 7 10 0 107 98 0 83 288 21
12 15 6 9 0 252 367 i 0 0 I 619 18
I
13 0 0 0 0 203 56 9 I 0 I 268 0
14 102 51 61 0 100 227 , 0 I 0 327 150
I j
15 0 0 0 0 10 221 0 0 , 231 0
16 5 2 3 0 78 202 33 I 4 317 7
17 5 2 3 0 26 136 4 i 0 166 7
18 1 2 1 0 52 45 ; 0 I 0 97 7
19 189 78 113 0 0 192 i 0 i 0 192 233
20 13 8 8 0 0 51 0 0 51 23
21 247 89 148 0 21 60 0 0 81 265
22 0 0 0 0 14 97 0 I 0 111 0
23 1 1 1 0 0 801 0 i 1 802 3
24 1 0 1 0 31 47 0 0 78 1
25 11 10 21 0 2 353 0 0 355 27
26 40 45 78 0 35 104 14 I 29 182 124
! I
27 2 1 4 0 4 37 8 98 i 147 2
28 7 4 14 0 0 59 0 0 I 59 13
29 3 3 6 0 12 392 0 , 0 , 404 8
I I
: I
30 28 16 55 0 118 I 72 44 15 249 50
31 0 0 0 560 19 I 88 12 : 0 I 119 0
I
32 0 0 0 0 118 171 80 I 35 , 404 0
33 0 0 0 0 1 39 0 0 40 0
34 89 95 174 0 26 409 49 I 0 484 344
I
35 229 101 447 0 131 241 0 , 0 I 372 366
I ,
36 0 0 0 235 214 496 0 : 87 I 797 0
,
37 17 16 33 0 85 91 33 I 121 ; 330 57
I I
38 34 30 66 0 1 50 I 27 51 129 109
i i I
6 2,504 138 13.422 10 0 I 13,570 574
39 158 12 I I ,
40 0 0 0 0 70 31:5 i 0 I 0 385 0
41 203 119 396 758 21 223 i 0 I 0 244 371
I
42 79 58 154 0 187 187 i 126 I 0 500 182
43 221 158 431 0 24 98 27 I 112 261 494
I I
44 102 83 199 0 47 39 : 0 0 86 259
45 79 66 154 0 0 14 , 3 24 41 205
46 11 14 21 0 45 202 129 154 I 530 37
47 36 38 70 332 0 190 109 73 , 372 103
48 174 160 339 0 0 5 0 i 0 I 5 437
49 217 222 423 0 0 0 0 0 0 666
50 48 164 94 0 0 255 0 0 255 448
51 113 85 220 0 6 0 0 0 6 232
52 45 32 88 0 0 0 0 0 0 87
53 30 24 59 0 19 0 0 0 19 65
54 73 51 142 0 0 0 0 0 0 140
55 25 12 49 0 0 0 0 6 6 33
56 57 41 111 350 0 80 0 0 80 112
57 126 94 246 0 1 14 0 0 15 257
58 35 33 68 0 9 2 3 0 14 89
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OccuplEld
Traffic Housin ~ Labor Auto School Employment Total
Zone Units Force Req. Enrollment Retail Service Mnt'q Wholesale Total Population
I I
I
59 139 100 271 0 0 88 I 0 ; 0 88 273
60 109 129 213 0 107 0 , 0 , 28 135 388
61 0 0 0 0 0 0 i 0 0 0 0
62 122 103 238 0 1 1 , 0 0 2 308
63 284 209 554 234 1 104 0 18 123 630
64 482 357 940 1,043 36 272 i 0 I 0 308 1,073
65 290 308 566 0 0 289 I 0 0 289 927
66 35 55 68 0 0 50 38 I 0 88 105
67 11 212 21 734 50 343 i 0 I 0 393 407
I
68 160 267 312 0 164 675 I 2 ! 0 841 512
I
69 197 239 384 0 51 13 ; 0 , 15 79 458
70 173 227 337 557 125 I 612 0 ; 0 737 435
I I
71 112 117 218 419 50 54 0 0 104 225
72 142 138 277 0 42 87 5 , 0 134 265
73 64 64 125 1,131 0 I 296 I 0 0 296 123
74 336 358 655 0 27 I 149 0 I 0 176 688
75 227 170 443 0 207 293 I 32 I 0 532 504
:
76 31 20 60 0 168 27 I 0 0 195 60
I , I
77 166 118 324 0 6 14 I 0 0 20 353
78 179 125 349 521 80 202 I 0 15 ! 297 372
! I ,
79 95 77 185 0 55 540 0 20 I 615 231
80 12 8 23 0 14 51 1,284 22 I 1,371 25
I
81 26 22 51 0 31 0 0 0 31 67
82 164 157 320 0 60 99 0 6 165 312
83 132 144 257 447 0 43 0 0 43 284
84 79 99 154 5,964 0 659 0 0 659 195
85 153 153 298 0 40 31 0 0 I 71 302
86 183 197 357 0 39 30 0 I 7 I 76 389
87 118 154 230 0 0 0 0 0 i
, 0 303
88 48 60 94 0 41 72 0 0 113 118
89 0 0 0 0 399 211 , 0 0 610 0
90 260 250 507 0 32 185 34 0 251 493
91 143 140 279 531 0 46 0 0 I 46 276
I
92 46 39 90 0 2 31 0 0 ; 33 76
93 577 619 1,125 0 10 1,903 0 0 I 1,913 1,221
94 54 76 105 0 0 1,297 0 0 1,297 151
95 241 244 470 0 42 33 0 0 75 483
96 679 889 1,324 290 12 142 11 0 165 1,755
97 25 29 49 0 6 232 64 48 350 58
98 44 56 86 0 14 0 0 0 14 110
99 199 156 388 0 6 4 0 0 10 386
100 81 59 158 0 0 18 0 0 18 146
101 148 133 289 0 0 18 10 0 2R 328
102 301 292 587 0 26 227 982 112 1,347 722
103 469 273 915 602 4 127 76 42 249 1,003
104 497 300 969 0 0 75 8 0 83 1,098
105 62 43 121 0 0 25 0 49 74 143
106 492 304 959 0 19 62 0 0 81 1,060
107 207 126 404 0 1 0 0 34 35 441
108 221 149 431 0 10 239 39 104 392 510
109 4 1 8 0 6 0 35 130 171 5
110 132 123 257 0 31 36 0 8 75 299
111 461 522 899 1,024 51 391 56 59 557 1,271
112 831 863 1,620 0 117 235 19 58 429 2,096
113 282 193 550 0 15 0 75 0 90 469
114 21 24 41 0 168 117 264 128 677 58
115 154 181 300 0 191 159 38 21 409 439
116 63 59 123 0 252 100 0 0 352 144
117 77 63 150 0 285 290 4 0 579 152
118 293 286 571 624 177 304 0 7 488 695
119 521 483 1,016 0 2 71 0 22 95 1,275
120 27 22 53 0 21 6 0 15 42 57
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OCCUpil3d
Traffic Housir, 9 Labor Auto School Employment Total
Zone Units Force Req, Enrollment Retail Service Mnt'q Wholesale Total POPulation
, I
,
121 256 218 499 363 0 39 , 0 I 0 39 575
I i
122 204 210 398 0 12 30 0 0 42 555
123 327 312 638 462 102 151 0 I 0 253 824
124 60 48 117 150 26 76 I 0 I 46 148 126
125 117 115 228 0 0 69 1,005 0 1,074 303
126 70 62 137 0 6 1 0 31 38 164
127 25 21 49 0 24 225 162 38 449 56
128 170 155 332 0 252 220 0 0 472 410
129 96 79 187 0 549 257 10 I 24 840 209
130 277 289 540 526 152 205 9 42 408 538
131 460 524 897 0 78 99 0 I 0 177 974
I
132 129 136 252 0 56 278 16 I 31 381 252
133 18 36 35 0 31 168 245 56 500 66
134 226 162 441 0 47 257 25 73 402 301
135 4 5 8 0 25 18 0 0 43 9
,
136 9 7 18 0 5 5 0 0 I 10 13
137 181 243 353 0 19 10 0 0 29 452
138 17 17 33 0 12 12 0 7 31 32
139 0 0 0 0 31 157 54 7 249 0
140 102 88 199 0 9 0 0 0 9 163
141 882 1.358 1,720 612 12 120 0 0 132 2.525
142 499 783 973 0 25 36 0 0 61 1 ,456
143 199 248 388 1,533 365 561 0 0 926 491
144 1,093 1,375 2,131 815 62 228 0 0 290 2,720
145 1,860 2,269 3,627 0 44 197 0 0 241 4,487
146 417 680 813 0 59 103 , 0 0 162 1,222
I
147 242 391 472 0 57 19 I 0 0 76 702
148 916 1,449 1,786 1,229 29 290 ! 0 0 319 2,604
149 67 89 131 0 0 5 0 ! 0 5 160
150 405 444 790 0 480 302 0 , 0 782 915
151 539 565 1,051 2.545 125 452 0 ! 0 577 1,256
152 648 835 1,264 0 93 60 0 i 0 153 1,855
,
153 874 842 1,704 693 93 254 0 , 20 367 1,871
,
154 440 515 858 298 42 106 5 0 153 1,061
155 667 826 1,301 465 201 101 0 15 317 1,702
156 320 463 624 0 37 139 0 0 176 823
157 812 1,166 1.583 708 97 104 0 0 201 2,075
158 268 385 523 375 32 47 0 0 I 79 685
159 644 781 1,256 0 1,632 409 0 I 0 2,041 1,389
160 382 483 745 0 12 24 0 ! 31 I 67 859
161 275 389 536 0 10 0 I 0 I 0 10 692
,
162 274 381 534 0 146 234 0 0 380 835
163 284 328 554 0 16 76 0 31 123 719
164 1 0 2 0 0 4 0 0 4 1
165 845 899 1,648 320 127 299 22 55 503 1,971
166 325 395 634 0 226 92 0 1 319 866
167 375 378 731 502 29 70 0 0 99 839
168 15 15 29 0 5 166 13 208 392 33
169 680 739 1,326 0 35 59 0 62 156 1,619
170 149 365 291 0 6 972 0 0 978 810
171 0 0 0 1,675 108 336 0 0 444 0
172 440 533 858 0 106 295 91 8 500 1,184
173 1 2 2 0 47 0 395 27 469 4
174 54 55 105 0 0 0 0 0 0 123
175 7 7 14 0 25 54 0 0 79 16
176 0 0 0 0 0 6 1,779 0 1,785 0
177 935 869 1,823 0 36 190 420 7 653 1,917
178 64 60 125 0 33 22 381 32 468 133
179 686 668 1,338 0 2 15 243 35 295 1,473
180 889 1,212 1,734 1,628 0 105 12 14 131 2,248
181 2,935 3,760 5.723 1,829 76 328 0 0 404 6,496
182 1,486 1,973 2,898 0 40 40 0 0 80 3,409
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OCCUpilld
Traffic Housing Labor Auto School Employment Total
Zone Units Force Rea. Enrollment Retail Service Mnt'a Wholesale Total POPulation
I I ,
I
183 3.410 4,407 6,650 0 118 160 , 0 , 0 278 8,281
I
184 144 162 281 0 12 32 I 0 I 0 44 305
185 1,939 2,552 3,781 0 100 171 3 I 11 285 4,732
I
186 1,889 2.483 3,684 0 15 0 I 0 i 0 15 4,604
187 1,128 1,825 2,200 514 22 I 2,388 276 , 79 2,765 4,026
188 299 255 583 0 19 I 122 66 67 274 563
189 279 317 544 0 224 I 112 71 I 76 483 951
190 974 790 1,899 450 10 I 225 0 66 301 2,369
191 104 75 203 0 0 16 33 ! 0 49 226
192 110 70 215 0 35 54 89 I 29 207 210
I i
193 0 0 0 0 0 18 0 i 0 I 18 0
194 0 0 0 0 0 I 309 1,399 I 0 1,708 0
195 0 0 0 362 60 142 97 ! 100 399 0
196 6 2 12 0 42 136 387 ! 105 670 7
197 1 1 2 0 112 269 84 I 543 , 1,008 4
198 0 0 0 0 0 0 0 0 0 0
199 0 0 0 0 0 I 0 0 i 0 0 0
200 0 0 0 0 0 87 0 ! 0 87 0
201 11 8 21 0 0 I 220 5 I 6 231 24
202 0 0 0 0 121 I 159 132 i 31 443 0
203 236 216 460 174 0 89 49 0 138 646
204 42 32 82 0 0 47 322 I 63 432 95
205 17 11 33 0 11 180 54 I 27 272 33
206 1 1 2 0 0 0 24 ! 14 38 3
207 4 3 8 0 0 0 0 ! 0 0 9
208 0 0 0 0 0 17 404 0 421 0
209 0 0 0 0 0 21 1,362 : 31 1.414 0
210 0 0 0 0 0 44 i 1,616 I 178 I 1,838 0
,
I I
211 0 0 0 0 5 505 I 0 0 510 0
212 12 15 23 0 31 36 14 I 0 81 30
213 217 262 423 0 127 103 I 0 i 0 230 518
:
214 282 312 550 162 0 215 0 0 215 617
,
215 182 198 355 0 0 0 i 0 I 0 0 391
216 576 589 1,123 0 0 5 , 0 I 0 5 1,163
,
217 439 531 856 1,079 0 210 ! 0 0 210 1,050
218 57 55 111 0 0 16 , 0 0 16 123
,
219 221 244 431 0 0 0 I 0 0 0 540
I
220 96 113 187 0 0 0 , 0 0 0 210
221 840 1,071 1.638 485 0 164 I 0 0 164 1,990
,
222 449 598 876 1,248 7 239 I 0 0 246 1,142
I
223 355 423 692 0 0 2 , 0 0 2 836
,
224 317 432 618 0 0 2 : 0 0 2 836
225 306 465 597 0 19 151 0 0 170 873
226 889 1,187 1,734 0 154 103 0 0 257 2,204
227 1,191 1,275 2,322 451 87 95 0 4 186 2.487
228 841 1,036 1,640 0 294 62 0 0 356 2,046
229 327 425 638 0 17 91 0 58 166 648
230 478 802 932 0 532 110 26 0 668 1,221
231 0 0 0 0 62 54 0 27 143 0
232 78 135 152 0 2,670 596 0 0 3,266 206
233 236 273 460 0 424 128 0 0 552 416
234 389 756 759 0 245 225 0 0 470 1,152
235 654 1,076 1,275 0 0 401 0 0 401 1,639
236 95 124 185 0 125 377 0 0 502 189
237 7 9 14 0 0 0 0 0 0 17
238 5 8 10 0 0 0 0 14 14 12
239 35 44 68 0 0 159 596 0 755 78
240 503 468 981 263 0 2,980 0 0 2,980 822
241 292 291 569 0 245 526 0 0 771 511
242 93 174 181 375 37 347 0 0 384 305
243 283 398 552 0 15 108 0 0 123 698
244 465 795 907 0 12 51 0 0 63 1,396
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Occupiej
Traffic Housin~' Labor Auto School Employment Total
Zone Units Force Req. Enrollment Retail Service Mnt'q Wholesale Total Population
-. --
245 184 275 359 0 0 61 j 0 I 0 61 482
I
246 56 99 109 0 12 187 85 I 32 316 174
,
247 21 44 41 0 0 32 I 0 i 21 53 78
248 308 571 601 0 0 6 0 I 0 I 6 1,003
249 160 260 312 0 0 0 I 0 0 I 0 457
250 142 199 277 0 6 I 20 ! 0 0 , 26 350
I ,
297 195 309 380 0 132 i 42 93 , 22 , 289
I I , 521
, , ! I
298 643 641 1,254 0 426 i 386 I 0 167 979 1,079
299 457 825 891 0 15 I 110 I 0 I 0 125 1,387
300 638 1,027 1,244 0 0 81 I 0 0 81 1,727
, ;
301 916 1,361 1,786 554 110 279 , 0 0 389 2,289
302 163 219 318 0 268 452 I 0 , 0 I 720 368
303 20 41 39 0 127 257 I 0 45 , 429 63
304 325 755 634 0 1 2 I 0 0 3 1,157
305 643 845 1,254 896 384 673 I 0 0 1,057 1,294
306 782 947 1,525 0 0 435 32 I 32 499 1,451
307 371 849 723 0 0 121 248 , 105 474 1,300
308 1,056 1,567 2,059 0 44 I 146 0 I 0 I 190 2,500
309 755 1,111 1,472 0 700 I 459 I 0 , 0 I 1,159 1,793
, i
310 412 608 803 0 0 I 107 , 0 0 , 107 1,096
311 221 250 431 0 12 I 42 I 0 ; 0 , 54 451
I I
312 1,717 2.261 3,348 375 131 I 144 I 0 0 I 275 4,077
I I
313 1,175 2,133 2,291 222 1,027 228 I 0 , 47 1,302 3,314
: I ,
314 0 0 0 0 231 317 I 0 0 548 0
315 924 1,149 1,802 0 736 637 I 0 0 1,373 1,833
I ;
316 215 256 419 0 142 39 0 , 0
I 181 572
317 327 330 638 0 12 2 , 0 0 14 739
I !
318 390 398 761 0 15 14 0 0 29 890
319 336 196 655 0 12 103 0 , 0 115 439
320 54 46 105 0 0 0 I 0 0 0 103
321 103 107 201 0 5 ~ I ,
4 0 0 I 9 239
322 135 138 263 0 0 146 I 0 0 , 146 308
I i
323 282 231 550 0 0 0 I 0 0 , 0 517
, i
324 105 57 205 126 36 24 , 0 0 60 127
325 577 367 1,125 0 93 100 , 0 I 22 215 1,143
326 119 86 232 0 2 4 0 I 0 6 267
327 163 129 318 0 31 36 0 I 0 I 67 400
328 486 380 948 0 27 46 0 ! 0 I 73 1,182
I I
329 0 0 0 0 0 0 0 i 0 I 0 0
422 884 6,401 1,724 0 502 17,243 0 0 I 17,745 8.455
I I
423 1,713 2,276 3,340 1 ,401 50 : 25 0 0 75 4,117
424 205 298 400 0 6 8 I 0 0 14 539
425 526 715 1,026 0 8 8 0 0 16 1,295
426 263 307 513 0 0 8 0 0 8 556
427 497 671 969 0 21 8 0 0 29 1,215
428 62 86 121 0 0 22 0 0 22 156
429 74 99 144 0 0 12 0 0 12 180
430 102 133 199 0 15 14 0 0 29 240
431 325 455 634 2.786 30 307 0 0 337 817
Total 82,332 ,105,579 159,694 47511 23,845 81.247 16,374 5.026 I 126.492 204,876
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Augusta-Richmond Utilities Department
Comprehensive Water System Study
Junl~, 1998
Appendix C PUMP CURVES
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colt Industries @ Fairbanks MorS2
, Y Pumu DIvIsIOn
SECTION 7001
PE R FOHMANCI
PAGE 1 ~
Septernbu( 29, 197~
r
PUMP BOWL PERFORMANCE
PER STAGE
FIG 7000
SIZE 13H
RPM 1770
HYDRAULIC PERFORMANCE
~A5::D UI'ON FUllNISHING
fHE PUMP WITH SPECIFlliO
AMOUNT OF CLEAR FIlESH
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~eerl'ess Pump Company
Indianapolis, IN'46:W7-7026
I
HORIZONTAL SPLIT CASE PUMPS
SINGLE STAGE DOUBLE SUCTION
Type AE
SECTION 1230
Page 0.1
October 21, 1994
PUMP OUTLINE
I
PLAN VIEW OF FEET
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SUCTION! I YX
1/4 NPT
GAUGE CONNECTION
2 Ft..ACES FAR SIDE ONLY
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Suction Dls-
.,/ Pump Flange charge Pump DImensions In Inches
Size Size X Flange
& ANSI Lb. . Size X I I I I I I I GO I GS I I I KL I
Type Rating ANSI Lb. A AW 8 CP 0 E G H J 0
Rating
I I 2AE11 I 3 ;c 125 I 2 x 125 114.50 1 11.00 13.00 24.50 1 9.00 I 6.00 I 0.88 '0.88 I 0.75 I 0.75 I 3.38.1 2.00 I 16.5S
I I 2AE11 I 3 ;: 125 2 x 25()* 14.50 I 11.00 13.00 24.50 1 9.00 I 6.00 '0.88 I 0.88 10.75 0.75 3.38 I 2.00 j 16.5S
I 3AE9,G I 4;: 125 3 x 125 10.75 I 12.00 11.00 28.00 I 11.00 I 4.38 0.75 1.12 11.25 0.75 3.00 2.00 118.00
I I 3AE9,G I 4:: 125 3 x 25() , 10.75 I 12.00 11.00 28.00 111.00 I 4.38 0.75 1.12 11.25 0.75 I 3.00 2.00 118.00
I o,J,"",~.J,"-l ~" ,
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I J I 3AE14. G 1 4 ); 125 I 3 x 125 14.50 I 11.00 I 13.00 24.50 I 11.00 I 6.00 0.88 11.12 10.94 0.75 3.38 2.00 I 20.50
I ~.~.. ~ ' I ..' , . ~ ~ r j ,.,n I ~ ~.... I , -
I I 4AE10.G 5 ): 125 I 4 x 125 14.50 I 12.00 I 13.00 28.00 I 11.00 I 6.00 11.00 1.25 11.38 0.75'1 3.38 I 2.00 I 18.38
r I 4AE10.G I 5) 125 I 4 x 2S() 14.50 1 12.00 I 13.00 28.00111.0015.0011.00 1.25 j 1.38 0.75 I 3.38 I 2.00 I 18.B8
I I 4AE10.G I 5 ) 250 4 x 250 14.50 I 12.00 13.00 28.00111.00 T 6.00 j 1.00 1.25 11.38 0.75 T 3.38 2.00 T 18.38
Q9 Bottom two holes in ~50 Lb. discharge flange are tapped 'k-10 UNC
I
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'Sottom two holes In 250 Lb. discharge flange are tapped '/.-11 UNC
I
.,/ Pump I Pump Dimensions In Inches Weight
Size
& "R U I' I I SIngle Lbs.
Type 5 55 +,000 V W X, YY YX Z z:z Extenslon
,,001 Keyway
I 2AE11 I 5.50 6.50 10.50 1.1250 2.38 13.50 9.50 10.50 I 20.00 6.50 10.00 '/. x '1. I 240
, i rfQ,~ ! ~:~ , , - ,
j~ 6.50 11.25 1.1250 T 2.38 13.50 10.00 12.00 I 22.00 I 8.50 12.88 '/. x 'I. , 340
I 3AE14 ~ ~ -~ ..,,, I -
., />l,
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Refer to the factory for double extended shaft dimensions U1, Keyway and W1
Enclosure
Item No.
Serial No
nnp
Richmond County, GA
Jcb Name Willis Foreman' Road
Booster Pump Station
I
Customer
.a.No.
Invoice No. ' .- "'" . "
MolorMfr. U'. S'~ Motor~
Pu":lP Size & Type, Style .. '1 A E 14
'Crom Corporation
D4(s
I Certified for :'" .. S Af:pwal 0 Coristruction
&eject 10 eh80ge unless ~d for=ln.Jc/ion
I ~. Peerless Pt...onp HORIZONTAL SPLIT CASE PUMPS SECTION 1240
... Asu.-r.fl9Company Type 3AE14 Size 3x4x14.00
Ii; I :, I VELOCITY HEAD INCLUDED 1'1';50 '~'p~ '~l
, "', I ,~: , : , , ' TOTAL EYE AREA 14.9 SO. IN. : I ' ,
I ': I :: I;: ::: I SPHERE SIZE .40 IN. : : 1 I l ~: , I I : : : : :
: t : ::; t :: :: I I ,::, . PERFORMANCE AT 1.0 SP. GR. :: I I I' I::: t : ~ : : : I I
I ' t I ~ :' I I t I I 11 I I I I I I t I' " I' J I I I r' I II j I I I , I j t I I. I I 11 I I
: ,I I I I 'I : -?? t-f 60 I I I I I I ;:. I I : : : : ' I j 'J I I I :: : : : : : :
II r ~ '^ 1,1 I I , II J I I 1 r t. I I It' I! '1'1
I I , 90 ~ 14.0 IN. u:'- I" I 65...['" I 'I I I . I :, I I t I I ., I I. I I I
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