Master Plan Addendum 1

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WASTEWATER MASTER PLAN
l ADDENDUM 1
l REPORTS AND EXHIBITS

l PREPARED BY:

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 TABLE OF CONTENTS

1.0 OVERVIEW OF THE EXISTING MASTER PLAN 2

2.0 PURPOSE AND SCOPE OF FIRST ADDENDUM 3

3.0 PUBLIC HEARINGS 4

4.0 CONDITIONS AND CRITERIA UPDATES 5
4.1 Residential Population 5
4.2 Tourist Population 6
4.3 Existing Wastewater Treatment Facilities 6

5.0 PROJECTS REMOVED FROM THE PRIORITY MATRIX 8

6.0 NEWLY IDENTIFIED PROJECTS 10

7.0 PRIORITIZATION OF PROJECTS 15

8.0 PRIORITY MATRICES 18

9.0 CONCLUSION AND RECOMMENDATIONS 20

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 1.0 OVERVIEW OF THE EXISTING MASTER PLAN

Completed in December 2000, the Taney County Regional Sewer District's Wastewater
Master Plan presented an evaluation of the wastewater collection, conveyance, and
treatment needs for unincorporated Taney County, Missouri. The Master Plan
addressed the existing and projected wastewater treatment needs and identified 25
proposed wastewater projects. The Master Plan used a priority matrix to establish the
priority of these projects.

The plan provided wastewater development guidance to Taney County for the
preceding twenty years with recommendations to be periodically confirmed and
updated. This addendum serves as the first update to the original Taney County
Wastewater Master Plan.

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 2.0 PURPOSE AND SCOPE OF 1ST ADDENDUM TO MASTER PLAN

The purpose of this addendum is to update the Taney County Regional Sewer District
Wastewater Master Plan in accordance with recent population growth and recently
completed sewer collection and/or treatment projects. This addendum is not a stand
alone Wastewater Master Plan, and it is not meant to replace the original document.

The original document examined demographics. physical characteristics, existing
wastewater treatment facilities, near-term alternatives, and long-term considerations for
each watershed within Taney County. Please refer to the original Master Plan for
detailed characteristics of each project contained in the Priority Matrix.

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 3.0 PUBLIC HEARINGS

After the draft of the Wastewater Master Plan Addendum 1 was completed, two public
hearings were held to seek public input regarding the addendum. The first meeting was
held on November 15, 2005 at 1:30 PM in the Hollister Town Hall located at 312
Esplanade in Hollister, Missouri. The second meeting was held on November 15, 2005
at 6:00 PM in the Taney County Court House located at 139 Dade Street in Forsyth,
Missouri.

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 4.0 CONDITIONS AND CRITERIA UPDATES

4.1 Residential Population. At the time the Master Plan was created, the 2000 Census
Population data was not available. This 1st addendum to the plan includes the 2000
census population data.

Taney County's population increased from 25,561 in 1990 to 39,703 in 2000 a 55.3%
increase in ten years. The U.S. Census Bureau estimated Taney County's 2005
population at 42,985. Historical and projected residential populations for Taney County
are shown by township and incorporated area in tables 1.1 and 1.2.

In 2000, 65% of the population lived in unincorporated areas. Two settlement areas
have incorporated since the 2000 Census - Bradleyville and Kirbyville.

The projected population was calculated using the same technique used in the original
Master Plan. An average of differences based on historical differences was used to
calculate the 2010 projected population. Applying half of the average difference to the
2010 value was used to obtain the 2015 population value. Therefore, the projections for
2010 should generally be more accurate than those for 2015.

Table 1.1 Historical and Projected Residential Populations by Township

Historical Population Projected Population
Township
1970 1980 1990 2000 2010* 2015*
Beaver 690 803 758 954 1,042 1,082
BiQ Creek 388 382 375 438 455 464
Branson 3,678 5,926 7,658 12,320 15,201 16,642
Cedar Creek 230 377 407 504 595 641
Jasper 816 1,833 2,076 3,773 4,759 5,252
Oliver 3,990 6,131 6,324 9,380 11,277 12,226
Scott 81 123 1,794 3,835 5,086 5,712
Swan 3,150 4,892 6,169 8,658 10,494 11,412
Total 13,023 20,467 25,561 39,862 48,909 53,431
" Projected populatIon based on the 2000 Census PopulatIOn data.
Source: U.S. Census Bureau

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 Table 1.2 Historical and Projected Residential
Populations by Incorporated Area

Projected
Incorporated Historical Population
Population
Area
1970 1980 1990 2000 2010* 2'015*
Branson 2,175 2,529 3,706 6,050 7,342 7,988
Forsyth 803 1,010 1,161 1,686 1,980 1,833
Hollister 906 1,439 2,628 3,867 4,855 5,349
Merriam Woods 1 Not Inc. Not Inc. 646 1,142 1,638 1,886
Rockaway Beach 195 303 270 577 959 1,150
Tanevville 157 253 253 359 426 460
Bull Creek VillaQe 2 Not Inc. Not Inc. 156 225 294 329
BradleYViUe~ Not Inc. Not Inc. Not Inc. 115
* Projected population based on the 2000 Census Population data.
lArea incorporated in 1993.
2Area incorporated in 1994.
3Area incorporated in 2004.
Source: U.S. Census Bureau

The projections are purely statistical and based on historical data provided by the U.S.
Census Bureau. The projections do not account for items that may cause an abnormal
growth in population, such as the Branson Landing project or large scale highway
improvements.

4.2 Tourist Population. According to the Department of Tourism, within the Branson
Lakes Area there were 7.35 million tourists in 2004 with the average length of stay of
3.72 nights. Once the Branson Landing Project is complete in 2007, the Department of
Tourism projects an increase to 8.0 million tourists per year.

4.3 Existing Wastewater Treatment Facilities. According to the Missouri Department
of Natural Resource's website, they currently regulate 69 open discharge wastewater
treatment systems in Taney County. These include seven municipal facilities in
Branson (two facilities: Cooper Creek and Roark Creek), Forsyth, Hollister, Rockaway
Beach, Merriam Woods, and Taneyville. The Rockaway Beach Regional Treatment
facility also serves Bull Creek Village, Merriam Woods, and is scheduled to serve
Venice on the Lake. Appendix A presents a list of the 69 facilities along with their

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MoDNR ID number, permit issuance date, permit ending date, the receiving tributary,
the facility treatment type, the design flow, and the use category.

The scope of this addendum does not include an analysis on each facility. For more
information on each wastewater treatment facility, refer to Appendix E of the original
Master Plan document

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 5.0 PROJECTS REMOVED FROM THE PRIORITY MATRIX

Following is a list of projects that have been removed from the Priority Matrix along with
the reason for their removal.

Bee Creek Watershed. This project was ranked #1 on the priority matrix in the District's
2000 Master Plan. The project is currently under construction.

Venice on the Lake. This project was ranked #2 on the priority matrix in the District's
2000 Master Plan. The District is moving forward with facility planning with this project.

Ozark Beach Watershed. This project was ranked #3 on the priority matrix in the
District's 2000 Master Plan. The District is moving forward with design on this project.

Bull Creek Watershed. Bull Creek Village has completed their sewer project since the
publication of the 2000 Master Plan.

Table Rock Acres Subdivision. This project has been constructed since the District's
2000 Master Plan.

Rainbow Shoals Subdivision.. This project has been constructed since the District's
2000 Master Plan.

Cooper Creek Development. This project has been constructed since the District's
2000 Master Plan.

Stewarts's White River Subdivision. This project has been constructed since the
District's 2000 Master Plan.

Bradleyville. Bradleyville has incorporated since the District's 2000 Master Plan, and is
therefore not included in the addendum.

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Froeschle's Lazy Acres Subdivision. This project only served one connection at a
cost of over $320,000. Due to the cost for a single connection,it was eliminated from
the priority matrix at this time.

Spring Creek (Northern Portion). Construction on the northern portion of the Spring
Creek project is complete. This portion of the project is only to bypass the lagoon by
connecting to the City of Branson's sewer system. The property owner's association is
responsible for lagoon removal and for the existing collection lines.

Roark Creek. The Roark Creek Interceptor project has been designed and
construction is scheduled for 2007.

Green Acres and Crabwell Corner Subdivisions. This project is no longer
considered a stand alone project. It has been combined with the Shady Ridge/Center
Ridge/Scott Ives project and presented as the Emory Creek Subdivisions project.

Shady Ridge, Center Ridge, and Scott lves Subdivisions. This project is no longer
considered a stand alone project. It has been combined with the Green Acres/Crabwell
Corner project and presented as the Emory Creek Subdivisions project.

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 6.0 NEWLY IDENTIFIED PROJECTS

This 1st Addendum to the Master Plan identifies seven new projects which have been
added to the priority matrix.

6.1 Fine Subdivision. The Fine Subdivision is located in the Bull Shoals Watershed on
A B Fine Rd 1.0 mile south of Hwy 00. The subdivision resides on the north side of Bull
Shoals Lake 1.5 miles south of Hwy M and Hwy 00 intersection. A concept plan and
preliminary cost estimate have been prepared and are presented in Appendix B.

The area currently has 74 address locations registered in the Taney County 911
address database. This system includes a new WWTF. The preliminary cost estimate
was figured for 81 connections based on house counts with a Cost per Initial
Connection being $20,816.

The estimated cost for the Fine Subdivision collection system and treatment are as
follows:

Construction . $1,168,880
Land and Easements . $116,888
.Legal/Administration .. $70,133
Engineering Planning and Design .. $118,436
Engineering During Construction /Inspection . $58,444
Contingencies . $153,278

TOTAL.................................................................... $1,686,058

6.2 long Beach. The Long Beach area is located in the Long Beach Watershed at the
end of Hwy T on the west side of Lake Taneycomo, just west of US-160. A concept
plan and preliminary cost estimate have been prepared and are presented in Appendix
B.

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The area currently has 64 address locations registered in the Taney County 911
address database. This system includes a new WWTF. The preliminary cost estimate
was figured for 66 connections based on house counts with a Cost per Initial
Connection being $30,513. The estimated cost for the Long Beach area collection
systems and treatment are as follows:

Construction . $1,394,325
Land and Easements . $139,433
LegallAdmin istration . $83,660
Engineering Planning and Design . $137,699
Engineering During Construction I Inspection .. $69,716
Contingencies . $182,483

TOTAL.. a •• " ••••••.•.• RII.". a l l l l l " • • • • ilia _1l111llR . . . 1111 .. ·.·.1; 1111.·.·. B . . . :II • • Ila .. ·• III Ii I I " . &11111I11111 $2,013,880

6.3 Lookout Acres Subdivision. The Lookout Acres Subdivision is located in the Swan
Creek Watershed along US-160 just east of lake Taneycomo. A concept plan and
preliminary cost estimate have been prepared and are presented in Appendix B.

The area currently has 253 address locations registered in the Taney County 911
address database. This system uses four pump stations to transfer effluent to two
existing system manholes. The preliminary cost estimate was figured for 253
connections with a Cost per Initial Connection being $23,864.

The estimated cost for the Lookout Acres Subdivision collection system and treatment
are as follows:

Construction . $4,241,757
Land and Easements . $424,176
LegallAdministration . $254,505
Engineering Planning and Design . $356,296
Engineering During Const./Const. Inspection . $212,088
Contingencies . $548,882

TO;TAL", . " t l l ! ! "' • • " • • • • !l1I1!I Willi! I!I • • •·t8IlI!l • • II! 181111·.·.11 lit! .. ·.··.Il.1l !f . • • • • • • • .,,, " .. a l l • • • • • 11 • • ·• • • $6,037,704

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 6.4 Mildred. The Mildred area is located in the Bull Shoals Watershed along US-76 just
east of Hwy VV. A concept plan and preliminary cost estimate have been prepared and
are presented in Appendix B.

The area currently has 198 address locations registered in the Taney County 911
address database. Four existing WWTF's would be replaced by an equal number of
pump stations and an additional area is served with a fifth pump station. The effluent is
treated by an expansion of the current Smoke Tree Hills WWTF. The preliminary cost
estimate was figured for 258 connections based on house counts with a Cost per Initial
Connection being $12,690.

The estimated cost for the Mildred area collection system and treatment are as follows:

Construction . $3,089,545
Land and Easements . $308,955
Legal/Administration , " .. , '" . $185,373
Engineering Planning and Design .. $271,761
Engineering During Construction /Inspection . $154,477
Contingencies . $401,011

TOTAL.... $4,411,122

6.5 Moore's Bend. The Moore's Bend area is located in the Bull Shoals Watershed
along Moore's Bend Rd just east of Bull Shoals Lake. A concept plan and preliminary
cost estimate have been prepared and are presented in Appendix B.

The area currently has 112 address locations registered in the Taney County 911
address database. This system includes a new WWTF. The preliminary cost estimate
was figured for 98 connections with a Cost per Initial Connection being $20,232.

The estimated cost for the Moore's Bend area collection system and treatment are as
follows:

Construction............................................................. $1,857,130

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 Land and Easements . $185,713
Legal!Administration , " ,.. $111,428
Eng:ineering Planning and Design . $175,913
Engineering During Construction !Inspection . $92,857
Contingencies . $242,304

T'OTA·LIil.i11 '" ..... I I " 1111. I l l . " " ' ' ' IIJ .I!llll it .".1' •
It '.'1· • • • • " . . . . . . . I,ll". :11-. '.'.a1< II • • D.·'io 11 .·11 4111I II • •' • . • • • • • $2.,665,345

6.6 Horizon Hills. The Horizon Hills Subdivision is located in the Roark Creek
Watershed just southwest of the intersection of State Highway 465 and State Highway
248 and just northeast of Roark Creek. A concept plan and preliminary cost estimate
have been prepared and are presented in Appendix B.

The area currently has 212 address locations registered in the Taney County 911
address database. There is currently a WWTF serving the Horizon Hills Subdivision that
will be taken offline. The preliminary cost estimate was figured for 212 connections with
a Cost per Initial Connection being $1,069.

The estimated cost for the Horizon Hills Subdivision collection system is as follows:

Construction '" .. $252,250
Land and Easements . $25,225
Legal/Administration , . $15,135
Engineering Planning and Design .. $31,948
Engineering During Construction I Inspection '" . $12.613
Contingencies . $33,717

TOTAL .,., . "1II II. I!! • "' .. '" _ill "!!I,, ill" "'. t." "" •• '11'.' •• .,., 11."." $310,888

6.1 Emory Creek Subdivisions. The Emory Creek Subdivisions project is located in
the Emory Creek Watershed just northwest of the intersection of State Highway 465 and
US Highway 65. A concept plan and preliminary cost estimate have been prepared and
are presented in Appendix B.

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The area currently has 293 address locations registered in the Taney County 911
address database. The preliminary cost estimate was figured for 50 connections with a
Cost per Initial Connection being $172,516.

The estimated cost for the Emory Creek Subdivisions collection system is as follows:

Construction . $6,080,150
Land and Easements . $608,015
LegallAdministration , . $364,809
Engineering Planning and Design .. $484,649
Engineering During Construction I Inspection ,. $304,008
Contingencies , . $784,163

TOTAL•• 1Ii it iii II: iii • • • • • • iii I' '" If" I!t'" o!I "" t 1Ii' .. it 11111;" iii iii • • 11''''''' ~"' II; iii s· II IIlftl ". Iftl". it it 10 iii $8,625,794

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 7.0 PRIORITIZATION OF PROJECTS

The original priority matrix scoring system was based on seven (7) TCRSD board
approved project characteristics: Population Equivalent of Service Area, Environmental
Impacts, Package Plant Removal, Proximity to Lakes, Total Improvements Cost,
Operation and Maintenance Cost, and Cost per Single Family Connection. The
maximum amount of points that a project could obtain was 143.

In June 2005, the TCRSD board approved a new priority matrix. The new priority matrix
has seven project evaluation areas that can total to a maximum of 100 points. These
evaluation areas are as follows:

Population EqUivalent of Service Area. All projects were awarded 1
point for every 100 people with a maximum of 15 points within the
identified areas. The number of people was based on the number of
connections. The calculation used was 2.75 people per connection.

Environmental Impact. Points were awarded based on 1 point per 10
septic tanks with a maximum of 30 points.

Package Plant Removal. Points were awarded according to the total
design flow of all WWTF for a maximum of 15 points.

• 5 points < 5,000 Gallons
• 6 points 5,000 ~ 10,000 Gallons
• 9 points 10,000 - 15,000 Gallons
• 12 points 15,000 - 20,000 Gallons
• 15 points > 20,000 Gallons

Proximity to Lakes. Points were awarded according to the closest point
of the project to the closest portion of the lake for a maximum of 10 points.

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 There were 3 lakes used: Taneycomo, Table Rock, and Bull Shoals.

• 10 points < 1 mile
• 6 points 1-2 miles

- 3 points 2 - 5 miles
.. 0 points > 5 miles

Potable Water System Source. Points were awarded based on 1 point
per 20 private wells with a maximum of 5 points.

Total Costs. Points were based on the total project costs for a maximum of 10
points.

41 10 points Up to 1 Million
41 8 points 1 - 3 Million
- 6 points 3 - 6 Million
II 4 points 6 - 9 Million
• 2 points > 9 Million

Cost Per Single Family Connection. Points were awarded based on the initial
cost per single-family connection for a maximum of 15 points.

.. 15 points < $8,000
• 12 points $8,000 - $12,000
• 9 points $12,000 - $16,000
.. 6 points $16,000 - $20,000
II 3 points > $20,000

The District also agreed to break up the priority matrix into two lists, one for large
projects and one for smaller projects. Priority Matrix 1 is for the large projects and

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Priority Matrix 2 is for the smaller projects. Projects which cost more than one million
dollars will be considered large and projects which cost less than one million will be
considered small.

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 8.0 PRIORITY MATRICES

PRIORITY MATRIX 1" PROJECTS GREATER THAN $1 MILLION
Population Environmental Package Plant Proximity to Lakes Potable Waler Total Costs Costs per Sihgle Tatal
Equivalent of Impact Removal System Source Family Points
Service Area Connection

0-15 Points 0·30 Points 0-15 Points 0-10 Points 0-5 Points 0-10 Points 0·15Points o ·100 Points
2.75 People Per Number of Total Design Fiow of All Taneycomo, Table Private wells Cost of Project Costs Include
Connection Septic Tanks (in Gallons) Rock, Bull ShOals Construction and
(From closest point of Engineering
oro'actl
1 PU100 People 1 PU10 Septic < 5,000 5 Pis. 0-1 Mile 10Pts. 1 Ptl20 Wells Up to 1 Mil. 10Pts. < $8,000 15 Pts.
8- $12,000 1
Tanks 5,000 - 10,000 6 Pts. 1-2 Miles 6 Pts. 1-3 Million 8Pts. Pts.
10,000-15,000 9 Pis. 2 - 5 Miles 3 Pts. 3·6 Million 6Pts. Pts.
15,000-20,000 12 Pis. > 5 Miles OPt. 6 - 9 Million 4 PIs. Pts.
> 20,000 15 PIs. > 9 Million 2 PIs. > $20,000 3 PIs.
Priority Watershed Project Watershed Connections
1 Lookout Acres Swan Creek 253 6.98 25.0 15 10 5.00 4 3 68.96
2 Kissee Mills Bull Shoals 300 8.25 25.0 12 10 5.00 2 3 65.25
3 "'Powersite North {Silver Creek Powersite 314 8.64 23.0 6 10 2.00 2 3 54.64
4 "Table Rock Lake (West) Table Rock Lake 175 4.81 16.5 5 10 1.65 6 3 46.96

r~-
5 'Turkey Creek 200 5.50 2.0 15 10 0.60 6 6 45.10
6 Mildred oals 258 7.10 3.5 15 6 0.00 6 6 43.60
7 U-Fine oals 81 2.23 8.1 0 10 3.70 8 3 35.03
8 Moore's Bend oals 98 2.70 9.8 0 10 0.10 8 3 33.60
9 Long Beach Long Beach 66 1.82 6.6 0 10 3.30 8 3 32.72
10 "Oak Grove Oak Grove 48 1.32 2.5 6 10 0.20 8 3 31.02
11 "Skyline and Haik Hatchery 76 2.15 7.8 0 10 0.00 8 3 30.95
12 ""Friendly/Hum. Hills Hatchery 22 0.61 2.2 12 4 0.50 8 3 30.31
13 "·Pine Ridge P.lFox Run Emory Creek 11 0.30 1.1 0 10 0.90 8 3 23.30
14 Emory Creek Subdivisons Emory Creek 50 1.38 5.0 0 3 1.60 4 3 17.98

" Watershed proj eel
*.. Subdivision project

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 PRIORITY MATRIX 2: PROJECTS LESS THAN $1 MILLION
Population Environmental Package Plant Removal Proximity to Lakes Potable Wate Total Costs Costs per' Single Total
Equivalent of Impact System Sourc Family Connectior Points
Service Area

0·15 Points 0·30 Points 0·15 Points 0·10 Points 0·5 Points o ·1D'Points 0·15 Points o. 100 Points
2,75 People Pe Number of Septl Total Design Flow of All (i Taneycomo, Table Private wells Cost of Project Costs Include
Connection Tanks Gallons) Rock, Bull Shoals Construction and
(From closest point c Engineering

1 PU10 Septic < 5,000 5Pt 0-1 Mile 10Pt, 1 PU20 Wells Up to 1 MiL 10 Pt , < $8,000 15Pt,
Tanks 5,000 - 10,000 6 Pt , 1-2 Miles 6Pt, 1-3 Million 8Pt, 8 - $12,000 12 Pt '
1 PU100 Peopl 10,000-15,000 9 Pi 2 -5 Miles 3PiL 3-6 Million 6 Pt , 12· $16,000 9Pt,
15,000-20,000 12 Pi > 5 Miles OP, 6-9 MIllion 4 Pi, 16- $20,000 6Pt,
> 20,000 15 Pi > 9 MIllion 2 Pi, >$20,000 3Pt,

'l-""~
Watershed Connections
Roark Creek 212 5,83 0,0 15 3 0,05 10 15 48,8
Hatchery 28 on 1,5 5 10 0,00 10 3 30,2
3 -Spring Creek South Cooper Cree 16 OA4 1,6 10 0,05 10 6 28,0
I -River Bluff 0,58 2,1 ° 0,00
4 cooper Cree
I -Fall Ck.lWest Gate Hts Cooper Cree
21
° 10 10 3 25.6
5 18 0.50 1.8
° 10 0.00 10 3 25.3

• Watershed project
- Subdivision project

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 9.0 CONCLUSION AND RECOMMENDATIONS

The purpose of this addendum is to update the Taney County Regional Sewer District
Wastewater Master Plan in accordance with recent population growth and recently
completed sewer collection and/or treatment projects. This addendum serves as the
first update to the original Taney County Wastewater Master Plan.

Since the original Wastewater Master Plan's completion in 2000, fourteen projects have
been removed from the priority matrix. Eleven of these projects were removed because
they are either in the facility planning stage, in the design phase, currently under
construction, or completed. The Froeschle's Lazy Acres Subdivision project only served
one connection. Due to the cost for a single connection, it was eliminated from the
priority matrix. The Shady Ridge, Center Ridge, and Scott Ives Subdivisions project
and the Green Acres and Crabwell Subdivisions project are no longer considered stand
alone project and have been combined to form the new Emory Creek Subdivisions
project.

This addendum to the Wastewater Master Plan identifies seven new projects that have
been added to the priority matrix. These projects include Fine Subdivision, Long Beach,
Lookout Acres, Mildred, Moore's Bend, Horizon Hills and Emory Creek Subdivisions. A
preliminary cost estimate and layout for each project can be found in Appendix B.

A new priority matrix has been adopted since the matrix outlined in the original Master
Plan. The new priority matrix has seven project evaluation areas that can total to a
maximum of 100 points. The priority matrix has been divided into two lists, one for large
projects and one for smaller projects. The priority matrix has been updated to account
for removed projects, added projects, updated layouts, and revised unit prices. The
results of the priority matrix are as follows:

Projects Over 1 Million (ranked from highest priority to lowest):
1. Lookout Acres
2. Kissee Mills

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 3. Powersite North
4. Table Rock Lake (West)
5. Turkey Creek
6. Mildred
7. Fine Subdivision
8. Moore's Bend
9. Long Beach
10. Oak Grove
11 . Skyline and Haik
12. Friendly Hills and Hummingbird Hills
13. Pine Ridge Place and Fox Run
14. Emory Creek Subdivisions

Projects Under 1 Million:
1. Horizon Hills
2. Damsite
3. Spring Creek South
4. River Bluff
5. Fall Creek and West Gate Heights

The Taney County Wastewater Master Plan represents projects over the
unincorporated areas of Taney County. The Master Plan is intended to be a living
document and should be updated frequently.

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Appendix A
 Appendix A: Wastewater Treatment Facilities by Name

NAME ID NUMBER PERMIT BE MIT END TRIB FACILITY TYPE FLOW CATEGORY
AMERICA'S BEST CAMPGROUND MOO115959 12/17/1999 12/16/2004 SWR TRIB ROARK CR EXAIR BRANSON 0.016 CAMP
BIG BEAR RESORT #2 WWTF MOO113247 07/14/2005 07/13/2010 SWR TABLE ROCK LAK EXAIR HOLLlSTER 0.019 RESOR
BIG BEAR RESORT & MARINA MOO102121 7/14/2005 07/13/2010 SWR TRIB TABLE ROC EXAIR HOLLISTER 0.003 RESOR
BIG CEDAR LODGE WWTF MOO039578 2/3/2005 02102/2010 SWRTABLE ROCK LAK EXAIR RIDGEDALE 0.387 RESOR
BRADLEYVILLE R-1 SCHOOL MOO109576 4/20/2005 4/19/2010 SWR BEAVER CR EXAIR BRADLEYVIL 0.004 SKL
BRANSON COMPTON DR WWTP MOO025241 12/13/2002 12/12/2007 SWR LAKE TANEYCOMO OXI D BRANSON 5.3 POTW
BRANSON COOPER CR WWTF MOO116599 04/19/2002 04/18/2007 SWR LAKE TANEYCOMO EXAIR BRANSON 3.4 POTW
BRANSON CREEK WWTF MOO123781 08/05/2005 08/04/2010 SWR TRIB HAPPY HOL EXAIR HOLLISTER 0.05 SUBD
BRANSON EAST APTS WWTF MOO114294 6/19/2003 06/18/2008 SWR BOOKOUT CR SEP T KIRBYVILLE 0.00778 SUBD
BRANSON ESTATES APTS WWTF MOO115312 1/28/2003 1/27/2008 SWR TRIB BEE CREEK PHOSR BRANSON 0.0041 SUBD
BRANSON VIEW CAMPGRD WWTF MOO111767 05/07/2003 05/06/2008 SWR FALL CREEK EXAIR BRANSON 0.00445 CAMP
BRANSON VJEW ESTATES MHP MOO115550 08/10/2005 08/09/2010 SWR UN TRIB BULL C EXAIR BRANSON 0.043 MHP
CEDAR CLIFF APARTMENTS MOO107662 08/09/2002 08/08/2007 SWR TRIB TO BEE CR EXAIR BRANSON 0.008 SUBD
COUNTRY FARM ESTATES MOO116297 08/11/2000 811012005 SWR UN TRIB TURKEY EXAIR HOLLISTER 0.024 SUBD
COZY COVE CONDO COMMUNITY MOO113093 09/06/2002 09/05/2007 SWR BEECR ACT S BRANSON 0.01875 SUBD
DAMSITE SUBDIVISION MOO096784 5/17/1996 5/16/2001 SWR TRIB LAKE TANE EXAIR BRANSON 0.0035 SUBD
DEER RUN APARTMENTS WWTP MOO103497 07127/2001 07/26/2006 SWR TRIB BROOKOUT EXAIR KIRBYVILLE 0.005 APTS
EAST TABLE ROCK LODGE/MAR MOO122165 12/04/2003 12/312008 SWR TRIB TABLE ROC SEP T RIDGEDALE 0.00618 MOTEL
EDGEWATER BEACH RESORT WW MOO103381 12/19/2003 12/18/2008 SWR LAKE TANEYCOMO EXAIR FORSYTH 0.015 MHP
EMERALD POINTE WWTF MOO116394 12/1/2000 11/30/2005 SWR TABLE ROCK LAK EXAIR BRANSON 0.078 SUBD
FOREST PARK ESTATES MOO114341 02/22/2002 02/21/2007 SWR TRIB ROARK CRE SEP T BRANSON 0.009 CAMP
FORSYTH RES. CARE CENTER MOO082228 2/14/1997 02/13/2002 SWR LAKE TANEYCOMO SEP T FORSYTH 0.003 HEAL
FORSYTH WWTF MOO113034 4/5/2002 04104/2007 SWR BULL SHOAL'S L OXI D FORSYTH 0.3 POTW
GERTH CAMPER PARK MOO125466 08/25/2000 08/24/2005 SWR TRIB LAKE TANE EXAIR BRANSON 0.005 CAMP
HIDDEN RIDGE ESTATES MOO118630 10/5/2001 1014/2006 SWR TRIB E FK ROAR SEP T BRANSON 0.022 MHP
HIGHLANDS WWTF MOO115037 6/15/2001 06/14/2006 SWR TRIB LAKE TANE EXAIR BRANSON 0.058 SUBD
HILLBILLY COUNTRY MOTEL MOO099414 4/22/2005 04/21/2010 SWR TRIB LAKE TANE EXAIR BRANSON 0.002 MOTEL
HOLLISTER WWTF MOO116041 01/11/2002 01/10/2007 SWR TURKEY CR ACT S HOLLISTER 3.2 POTW
JUNCTION LAUNDRY MOO033812 10/4/1991 10/03/1996 SWR TR BULL SHOALS SEP T FORSYTH 0.006 SHOP
LANDMARC ESTATES WWTF MOO118796 9/6/2002 09/05/2007 SWR TRIB TABLE ROC SEP T RIDGEDALE 0.0015 SUBD
LIFE ENHANCEMENT·BRANSON MOO125741 10/18/2002 10/17/2007 SWR TRIB GOODNIGHT SAN FWALNUTSHA 0.002 HOME
MDNR- TABLE ROCK LK ST PK MOO034878 11/26/2003 11/25/2008 SWR TRIB TO LAKE T 3C LA BRANSON 0.01274 PARK
MEADOW RIDGE SUBD MOO114286 6/18/1999 06/17/2004 SWR TRIB ROARK CRE EXAIR BRANSON 0.09 SUBD
OAK GROVE TRAiLER PARK MOO096857 03/22/2002 03/21/2007 SWR LAKE TANEYCOMO EXAIR FORSYTH 0.0075 MHP
OAK HILLS CAMPGROUND MOO115754 06/23/1995 06/22/2000 SWR S EMORY CR EXAIR BRANSON 0.011 CAMP
OAK KNOLL APARTMENTS MOO103471 03/08/2002 03/07/2007 SWR TRIB BEE CREEK EXAIR BRANSON 0.003 APTS
OLD SHEPHERD'S CAMPGROUND MOO095630 01/14/2000 111312005 SWRTRIB FALL CR EXAIR BRANSON 0.02 CAMP
OREMUS OZARK VENTURS WWTF MOO120235 05/07/2003 05/06/2008 SWR TRIB BULL SHOA EXAIR FORSYTH 0.06682 SUBD
OZARK'S PRIME RESORT MOO102849 01/10/2003 01/09/2008 SWR TRIB LAKE TANE EXAIR BRANSON 0.02064 RESOR
PARADISE POINT RESORT MOO115941 06/08/2005 617/2010 SWR TRIB TABLE ROC EXAI R HOLLISTER 0.032 SUBD
PARADISE POINTE WWTF MOO124176 01/26/2001 01/25/2006 SWR TABLE ROCK LAK SAN F RIDGEDALE 0.002 SUBD
 Appendix A: Wastewater Treatment Facilities by Name

PINE VALLEY RESORT WWTF M00112895 09/06/2002 09/05/2007 SWR BEE CREEK ACT S BRANSON 0.00516 RESOR
REDBUD APARTMENTS WWTF M001150~ 12/31/2003 12/30/2008 SWR TRIB BOOKOUT B SEP T KIRBYVILLE 0.0075 SUBD
ROCKAWAY BEACH WWTF MOO108162 -1~2::':/1=:::5/':':::2:;:'00;':0=+--:1:':::2/771:"::-4/:-:::20::=-:0::-::5:..-r-S::-:W:';':';.::::R-:-L~A:;:'::K=-E::::T::"AN';-;'E:::·y7.C=:-:O=-=M=:-O::-+---:O:-:-X7:=1==D-=R=-=O=-=Ci:-K':=:A7:W7Ar7y7:B=-··-1-:0:-:-:.,6~~--t=P~O-=T:;;';W-:----l
ROLLING MEADOWSIvlHP M00108685 06/14/2002 06/13/2007 SWR TRIS SWAN CREE SEP T FORSYTH 0.024 MHP
RUSTIC ACRES RESORT WWTF M00108154 07/16/2004 0711512009 SWR LAKE TANEYCOMO EXAIR KIRBYVILLE 0.007 RESOR
SAVANNAH HEIGHTS IND WWTF M00116564 01/20/2005 01/19/2010 SWR TRIB LAKE TANE EXAIR BRANSON 0.053 SUBD
SHEPHERD OF THE HILLS FRM M00097373 12/27/2002 12/26/2007 SWR TRIB ROARK CR EXAIR BRANSON 0.01718 PARK
SKYVIEW HEIGHTS SUBDIVISI M00114308 09/03/2003 09/02/2008 SWR BOOKOUT BR SEP T KIRBYVILLE 0,0075 SUBD
SMOKE TREE HILLS SUBDIVIS M00114758 08/10/2005 8/9/2010 SWR UN TRIB BOOKOU SEP T KIRBYVILLE 0.02711 SUBD
SPRING CREEK MHP M00083712 10/05/2001 10/412006 SWR TRIB COOPER CR SEP T BRANSON 0.003 SUBD
STONEBRIDGE VILLAGE WWTF M00115151 8/10/2005 08/09/2010 SW R W FORK ROARK C ACT S BRANSON 0.1 SUBD
STONECROFT MINISTRIES CON M00099686 1/15/2004 01/14/2009 SWR TRIB TABLE ROC EXAIR HOLLISTER 0.022 CAMP
SUMMIT RIDGE MHP WWTF IM00105775 09/16/2003 09/15/2008 SWR TRIS SILVER CR SEP T FORSYTH 0.00975 MHP
SUNFLOWER ESTATES MHP M00117315 12/29/2000 12/28/2005 SWR TRIB BEAVER CR SEP T KISSEE MIL 0.009 SUBD
TANEYCOMO HIGHLNDS RV VIL M00117811 02/22/2002 02/21/2007 SWR LAKE TANEYCOMO SEP T BRANSON 0.005 CAMP
TANEYVILLE WWTP M00124702 1/26/2001 01/25/2006 SWR TRIB SWAN CR Y OXI D TANEYVILLE 0.086 POTW
THE LEDGES/ZART WWTF M00116173 07/28/2005 07/27/2010 SWR TRIB BEAR CR EXAIR WALNUT SHA 0.022 SUBD
TOP OF THE ROCK GOLF COUR M00117536 10105/2001 10104/2006 SWR TRIB CLEVINGER EXAIR RIDGEDALE 0.004 CLUB
TRI-LAKES SIGMA HOUSE M00113182 9/8/2000 09107/2005 SWR TRIB LAKE TAME EXAIR BRANSON 0.003 HOME
TWIN ISLAND RESORT WWTF M00116238 03/12/2004 03/11/2009 SWR TRIB LONG CR A SAN F RIDGEDALE 0.00312 RESOR
USCOE- LONG CREEK pARk M00097896 09/07/2001 0910612006 SWR TABLE ROCK LAK SEP T BRANSON 0.003 PARK
USCOE~ TABLE ROCK DAM AND M00030112 05/21/2003 512012008 SWR LAKE TANEYCOMO ACT S BRANSON 0.002 PARK
VILLAGE OF LAKEWAY M00109479 03/22/2002 03/21/2007 SWR TR BULL SHOALS SEP T ROCKAWAY B 0.014 SUBD
VILLAS AT LONGCREEK M00127191 04/19/2002 411812007 SWR TRIB TABLE ROC SEP T RIDGEDALE 0.00194 SUBD
WATERSCAPE WWTF M00128147 6/10/2004 6/912009 SWR TABLE ROCK LAK SAN F RIDGEDALE 0.00365 SUBD
WESTTABLE ROCK LODGE AND M00121819 12/04/2003 12/312008 SWR TRIS TABLE ROC SEP T RIDGEDALE 0.00385 RESOR
WHITETAIL CROSS SUSD 2ND M00124923 03/09/2001 03/08/2006 SWR TRIB BEAR CR SAN F WALNUT SHAO.013 SUBD
WILLIAMS LANDING SUBDIVIS M00114006 7/27/2001 07/26/2006 SWR TABLE ROCK LAK EXAIR BLUE EYE 0.009 SUBD

FACILITY TYPE:
ACT S := Activated Sludge
EXAIR == Extended Aeriation
FILTR := Filtration
OXI 0 == Oxidation Ditch
PHOSR == Phosphorus
SAN F::: Sand Filter
SEP T == Septic Tank
STO R == Stormwater Runoff
AppendixB
DAMSITE SUBDIVISION
PRELIMINARY COST ESTIMATE

NO. ITEM UNIT QUANTITY UNIT PRICE EXTENSION

14" Gravity PVC Service Lines LF 700 $ 50.00 $ 35,000.00
2 8" Gravity PVC Sewer LF 2,560 $ 85.00 $ 217,600.00
3 Manholes EA 16 $ 2,050.00 $ 32,800.00
4 Wyes and Risers EA 28 $ 150.00 $ 4,200.00
5 4" PVC Force Main LF 1,515 $ 57.00 $ 86,355.00
7 Air Release Assembly EA 1 $ 4,500.00 $ 4,500.00
8 Highway Bore LF 110 $ 250.00 $ 27,500.00
9 Road Restoration SY 1,185 $ 9.00 $ 10,665.00
10 Pump Station No. 1 LS 1 $ 90,000.00 $ 90,000.00

SUBTOTAL $ 508,620.00

Land and Easements 10.00% $ 50,862.00
LegallAdministration 6.00% $ 30,517.20
Engineering Design 11.44% $ 58,168.22
Engineering During ConstJlnsp. 5.00% $ 25,431.00

SUBTOTAL $ 673,598.42

Contingency (10%) $ 67,359.84

TOTAL $ 740,958.26

Cost per Initial Connection 28 Connections $ 26,462.80
 CONNECT TO
EXISTI

DAMSITE
SUBDIVISION
o

1 inch equals 150 feet

o
\
-l eiRE
l:iREAT RIVER
EnC;lnEERlnc;
EMORY CREEK SUBDIVISIONS
PRELIMINARY COST ESTIMATE

NO. ITEM UNIT QUANTITY UNIT PRICE EXTENSION

1 4" Gravity PVC Service Lines LF 1,250 $ 50.00 $ 62,500.00
2 8" Gravitv PVC Sewer LF 16,400 $ 85.00 $ 1,394,000.00
3 12" Gravity PVC Sewer LF 5,900 $ 100.00 $ 590,000.00
4 18" Gravity PVC Sewer LF 12,250 $ 125.00 $ 1,531,250.00
5 Manholes EA 155 $ 2,050.00 $ 317,750.00
6 Wyes and Risers EA 50 $ 150.00 $ 7,500.00
7 4" PVC Force Main LF 950 $ 57.00 $ 54,150.00
8 10" PVC Force Main LF 12,400 $ 75.00 $ 930,000.00
9 Air Release Assembly EA 7 $ 4,500.00 $ 31'500.~
10 I Concrete Encasement LF 1,400 $ 100.00 $ 140,000.
11 Highway Bore LF 1,100 $ 250.00 $ 275,000.
12 Road Restoration SY 8,500 $ 9.00 $ 76,500.00
13 Pump Station No. 1 EA 1 $ 300,000.00 $ 300,000.00
14 Pump Station NO.2 EA 1 $ 300,000.00 $ 300,000.00
15 Pump Station NO.3 EA 1 $ 70,000.00 $ 70,000.00

SUBTOTAL ,080,150.00

Land and Easements 10 608,015.00
Legal/Administration 6 364,809.00
Engineering Design 7.97% 484,649.04
Engineering During Canst/Insp. 5.00% $ 304,007.50

SUBTOTAL $ 7,

Contingency (10%) $ 784,163.05

TOTAL $ 8,625,793.

•Cost per Initial Connection 50 Connections $ 172,515.87
 EMORY CREEK
SUBDIVISIONS

_ PROPOSED
FORCE MAIN

PROPOSED
GRAVITY LINE

CONTOUR LINE

PARCEL BOUNDARY

• PROPOSED
MANHOLE

PROPOSED
PUMP STATION

o 911 ADDRESS

PROPOSED
IWTPI WASTEWATER
TREATMENT PLANT

1 inch equals 1,200 feet

-l eiRE
CiREAT RIVER
EnCilnEERInC
 \
/ FALL CREEK!
WESTGATE
HEIGHTS
/
/

)

I
/
/ - PROPOSED
FORCE MAIN

- PROPOSED
GRAVITY LINE

-- CONTOUR LINE

o
• \ 0 PARCEL BOUNDARY

I \
\ • PROPOSED
MANHOLE

~
CONN CTTtf
EXISTIN-( -GRAVITY
• PROPOSED
PUMP STATION

o 911 ADDRESS

PROPOSED
WASTEWATER
TREATMENT PLANT

o
0:::
1 inch equals 200 feet
/-------~ [D
L.U
0:::
("~-l ()

~
-J
-J

*
{~~
~
eiRE
tf ICiREAT RIVER

1/
enGineeRinG
I~,

Ii
<'

'/
'li'<z I / /
""
/
 FINE
co
SUBDIVISION

)
- PROPOSED
FORCE MAIN

...........
- PROPOSED
GRAVITY LINE

~
CONTOUR LINE

/ 0 PARCEL BOUNDARY

~ / •
I~/ / /
PROPOSED
MANHOLE

I
'/ I/ ,
I / • PROPOSED
PUMP STATION
II /
/ \ 0 911 ADDRESS

PROPOSED
IWTPI WASTEWATER
TREATMENT PLANT

I~ 1 inch equals 300 feet

L
-l eiRE
l:iREAT RIVER
enGineeRinG

J
- - - - - - - - - - - - - - - - - - - - - - - - __ . _ - - _ . _ - - - - - - _ . -
~ ~ ~ - - - - - - - - - - _ . -------_ ..... _ - - - - - - - - - - - - - - - -

I

J
co
co
(j
.FRIENDLY &
o
o
HUMMINGBIRD
HILLS

- 0
N
0
.;.

- PROPOSED
FORCE MAIN

- PROPOSED
GRAVITY LINE

L...
CONTOUR LINE

D PARCEL BOUNDARY

• PROPOSED
MANHOLE

• PROPOSED
PUMP STATION

o 911 ADDRESS

PROPOSED
IWTPI VVASTEVVATER
TREATMENT PLANT

1 inch equals 500 feet

A

-l eiRE
CiREAT RIVER
enCilneeRlnCi
HORIZON HILLS SUBDIVISION
PRELIMINARY COST ESTIMATE

NO. ITEM UNIT QUANTITY UNIT PRICE EXTENSION

1 8" Gravity PVC Sewer LF 2,740 $ 85.00 $ 232,900.00
2 Manholes EA 9 $ 2,050.00 $ 18,450.00
3 Road Restoration Sy 100 $ 9.00 $ 900.00
4 Railroad Bore LF 70 $ 250.00 $ 17,500.00
5 Concrete Encasement LF 70 $ 100.00 $ 7,000.00.

SUBTOTAL $ 252,250.. 00

Land and Easements 10.00% $ 25,225.00
Legal/Administration 6.00% $ 15,135.00
Engineering Design 12.67% $ 31,947.53
Engineering During ConstJlnsp. 5.00% $ 12,612.50

SUBTOTAL $ 337,170.03

Contingency (10%) $ 33,717.00

TOTAL $ 370,887.04

Cost per Initial Connection 212 Connections $ 1,749.47
 HORIZON HILLS
SUBDIVISION

_ ROARK CREEK
'-'.,,--;-.+-~ GRAVITY TRUNK LINE

PROPOSED
- GRAVITY LINE

CONTOUR LINE

c==J PARCEL BOUNDARY

_// • . PROPOSED

G1;
MANHOLE

0 911 ADDRESS

I
/
/;
/
I

1 inch equals 600 feet

I:iiRE
I CiREAT RIVER
encaneeRlnc

I
~I\
KISSEE MILLS
PRELIMINARY COST ESTIMATE

NO. ITEM UNIT QUANTITY UNIT PRICE EXTENSION

1 4" Gravity PVC Service Lines LF 8,400 $ 50.00 $ 420,000.00
2 !S" Gravity PVC Sewer LF 60,000 $ 85.00 $ 5,100,000.00
3 Manholes EA 205 $ 2,050.00 $ 420,250.00
4 Wyes and Risers EA 280 $ 150.00 $ 42,000.00
5 1-1/2" PVC Forcemain LF 2,700 $ 40.00 $ 108,000.00
6 2" PVC Forcemain LF 4,900 $ 45.00 $ 220,500.00
7 3" PVC Forcemain LF 3,900 $ 53.00 $ 206,700.00
8 4" PVC Forcemain LF 4,300 $ 57.00 $ 245,100.00
9 Highway Bore LF 300 $ 250.00 $ 75,000.00
10 Road Restoration SY 40,000 $ 9.00 $ 360,000.00
11 Pump Station No. 1 LS 1 $ 60,000.00 $ 60,000.00
12 Pump Station NO.2 LS 1 $ 75,000.00 $ 75,000.00
13 Pump Station NO.3 LS 1 $ 110,000.00 $ 110,000.00
14 Pump Station No.4 LS 1 $ 95,000.00 $ 95,000.00
15 Pump Station NO.5 LS 1 $ 120,000.00 $ 120,000.00
16 Pump Station No. 6 LS 1 $ 100,000.00 $ 100,000.00
17 Pump Station No. 7 LS 1 $ 80,000.00 $ 80,000.00
18 Pump Station NO.8 LS 1 $ 80,000.00 $ 80,000.00
19 Pump Station NO.9 LS 1 $ 125,000.00 $ 125,000.00
20 WWTF GPD 120,000 $ 20.00 $ 2,400,000.00

SUBTOTAL $ 10,442,550.00

Land and Easements 10.00% $ 1,044,255.00
LegallAdmin istration 6.00% $ 626,553.00
Engineering Design 7.37% $ 769,383.39
Engineering DurinQ Const./lnsp. 5.00% $ 522,127.50

SUBTOTAL $ 13,404,868.89

Contingency (10%) $ 1,340,486.89

TOTAL $ 14,745,355.78

Cost per Initial Connection 300 Connections $ 49,151.19
 KISSEE
MILLS

PROPOSED
FORCE MAIN

PROPOSED
GRAVITY LINE

CONTOUR LINE

PARCEL BOUNDARY
'-'

• PROPOSED
MANHOLE

• PROPOSED
PUMP STATION

0 911 ADDRESS

PROPOSED
~ WASTEWATER
TREATMENT PLANT

1 inch equals 1,000 feet
LONG BEACH
PRELIMINARY COST ESTIMATE

NO. ITEM UNIT QUANTITY UNIT PRICE EXTENSION

1 4" Gravitv PVC Service Lines LF 1,650 $ 50.00 $ 82,500.00
2 8" Gravity PVC Sewer LF 10,255 $ 85.00 $ 871,675.00
3 Manholes EA 40 $ 2,050.00 $ 82,000.00
4 Wves and Risers EA 66 $ 150.00 $ 9,900.00
5 Road Restoration SY 6,500 $ 9.00 $ 58,500.00
6 WWTF GPO 14,718 $ 20.00 $ 294,360.00

SUBTOTAL $ 1,398,935.00

Land and Easements 10.00% $ 139,893.50
Legal!Administration 6.00% $ 83,936.10
~ineerinQ OesiQn 9.87% $ 138,088.21
ineering During Const./lnsp. 5.00% $ 69,946.75

SUBTOTAL $ 1,830,799.56

Contingency (10%) $ 183,079.96

TOTAL $ 2,013,879.51

Cost per Initial Connection 66 Connections $ 30,513.33

C
 LONG
BEACH

- PROPOSED
FORCE MAIN

- PROPOSED
GRAVITY LINE

CONTOUR LINE

0 PARCEL BOUNDARY

• PROPOSED
MANHOLE

• PROPOSED
PUMP STATION

o 911 ADDRESS

PROPOSED
WASTEWATER
TREATMENT PLANT

1 inch equals 500 feet
LOOKOUT ACRES
PRELIMINARY COST ESTIMATE

NO. 1TEM UNIT QUANTITY UNIT PRICE EXTENSION

1 4" Gravity PVC Service Lines LF 8,575 $ 50.00 $ 428,750.00
2 8" Gravity PVC Sewer LF 23,200 $ 85.00 $ 1,972,000.00
3 Manholes EA 84 $ 2,050.00 $ 172,200.00
4 Wyes and Risers EA 233 $ 150.00 $ 34,950.00
5 1-1/4" PVC Force main/Low Pressure Lin LF 400 $ 40.00 $ 16,000.00
6 2.0" PVC Force Main LF 3,040 $ 45.00 $ 136,800.00
7 3.0" PVC Force Main LF 2,400 $ 53.00 $ 127,200.00
8 4.0" PVC Force Main LF 701 $ 57.00 $ 39,957.00
9 6.0" PVC Force Main LF 4,700 $ 62.00 $ 291,400.00
10 Air Release Assembly EA 4 $ 4,500.00 $ 18,000.00
11 Highway Bore LF 210 $ 250.00 $ 52,500.00
12 Road Restoration SY 20,000 $ 9.00 $ 180,000.00
13 Pump Station #1 EA 1 $ 144,000.00 $ 144,000.00
14 Pump Station #2 EA 1 $ 115,000.00 $ 115,000.00
15 Pump Station #3 EA 1 $ 126,500.00 $ 126,500.00
16 Pump Station #4 EA 1 $ 115,000.00 $ 115,000.00
17 Pump Station "I" Upgrade LS 1 $ 102,000.00 $ 102,000.00
18 Pump Station "1-2" Upgrade LS 1 $ 70,000.00 $ 70,000.00
19 Pump Station "H" Upgrade LS 1 $ 99,500.00 $ 99,500.00

SUBTOTAL $ 4,241,757.00

Land and Easements 10.00% $ 424,175.70
Legal/Administration 6.00% $ 254,505.42
Engineering Design 8.40% $ 356,295.61
Engineering During Const./lnsp. 5.00% $ 212,087.85

SUBTOTAL $ 5,488,821.58

Contingency (10%) $ 548,882.16

TOTAL $ 6,037,.703.

Cost per Initial Connection 253 Connections $ 23,864.44
 LOOKOUT ACRES
COLLECTION
SYSTEM

FORCE MAIN

GRAVITY LINE

EXISTING
GRAVITY LINE

LOW PRESSURE
LINE

PARCEL BOUNDARY

CONTOUR LINE

• PUMP STATION

0 GRINDER PUMP

MANHOLE

0
EXISTING MANHOLE

0
911 ADDRESS

700

1 inch equals 800 feet

-II:iRE
CiREAT RIVER
enC:;lnee.Rlnc:;
---920

o

MILDRED

- PROPOSED
FORCE MAIN

- PROPOSED
GRAVITY LINE

CONTOUR LINE

D PARCEL BOUNDARY

• PROPOSED
MANHOLE

• PROPOSED
PUMP STATION

o 911 ADDRESS

PROPOSED
WASTEWATER
TREATMENT PLANT

1 inch equals 654 feet

-l eiRE
CiREAT RIVER
EnGinEERinG
MOORefSBEND
PRELIMINARY COST ESTIMATE

NO. ITEM UNIT QUANTITY UNIT PRICE EXTENSION

1 4" Gravity PVC Service Lines LF 2,450 $ 50.00 $ 122.500.00
2 8" Gravity PVC Sewer LF 12,610 $ 85.00 $ 1,071,850.00
3 Manholes EA 40 $ 2,050.00 $ 82,000.00
4 Wyes and Risers EA 98 $ 150.00 $ 14,700.00
LF 400 $ 42.50 $ 17,000.00
SY 8,000 $ 9.00 $ 72,000.00
LS 1 $ 40,000.00 $ 40,000.00
8 WWTF GPD 21,854 $ 20.00 $ 437,080.00

F+:-~n-:-:-Ta-:-: -:AE=-La-s-em-. -en-:t-s------+--+----f-----:-::-::-:::-:::-:-f-:::--~:-::-=~-:::::-::~
$ 1,857,130.00

10.00% $ 185,713.00
Legal/Administration 6.00% $ 11' 1,427.80
Engineering Design 9.47% $ 175,913.17
EngineeringDuring ConstJlnsp. 5.00% $ 92,856.50

SUBTOTAL $ 2,423,040.47

Contingency (10%) $ 242,304.05

TOTAL $ 2,665,344.51

Cost per Initial Connection 98 Connections $ 27,197.39
- 880

MOORE'S
BEND

PROPOSED
- FORCE MAIN

- PROPOSED
GRAVITY LINE

CONTOUR LINE

D PARCEL BOUNDARY

• PROPOSED
MANHOLE

• PROPOSED
PUMP STATION

o 911 ADDRESS

1 inch equals 600 feet
OAK GROVE
PRELIMINARY COST ESTIMATE

1_
NO. ITEM UNIT QUANTITY UNIT PRICE EXTENSION

1 4" Gravity PVC Service Lines LF 50.00 $ 60,000.00
2 8" Gravity PVC Sewer LF 7, 85.00 $ 637,500.00
3 Manholes EA 2,050.00 $ 82,000.00
4 Wyes and Risers EA $ 150.00 $ 7,200.00
5 4" PVC Forcemain LF 60 $ 53.00 $ 31,800.00
6 4" PVC Forcemain LF 1,60 $ 57.00 $ 91,200.00
7 Air Release Assemblv EA $ 4,500.00 $ 4,500.00
8 Road Restoration SY 7,000 $ 9.00 $ 63,000.00
9 Pump Station No. 1 LS 1 $ 75,000.00 $ 75,000.00
10 Pump Station NO.2 LS 1 $ 90,000.00 $ 90,000.00

SUBTOTAL $ 1,052,200.00

Land and Easements 10.00% $ 105,220.00
Legal!Administration 6.00% $ 63,132.00
Engineering Design 10.29% $ 108,256.90
Engineering Durinq Const./lnsp. 5.00% $ 52,610.00

SUBTOTAL $ 1,381,418.90

ContingencY (10%) $ 138,141.89

TOTAL $ 1,519,560.79

Cost per Initial Connection 48 Connections $ 31,657.52
 OAK GROVE

'bfi:)fi:)

---------- ::t'bt;:) fbt;:)
/
~

___1-'2.0
~

1.00
- PROPOSED
FORCE MAIN

- PROPOSED
GRAVITY LINE

«;«:-
/'~
<t CONTOUR LINE

~
:T-'2.0 0 PARCEL BOUNDARY

--- :TAO
• PROPOSED
MANHOLE

- --- j • PROPOSED
PUMP STATION

0 911 ADDRESS

PROPOSED
IWTPI WASTEWATER
TREATMENT PLANT

1 inch equals 300 feet

eiRE
-
I CiREAT RIVER
EnGInEERinG
PINE RIDGE PLACE AND FOX RUN SUBDIVISIONS
PRELIMINARY COST ESTIMATE

NO. ITEM UNIT QUANTITY UNIT PRICE EXTENSION

1 4" Gravity PVC Service Lines LF 330 $ 50.00 $ 16,500.00
2 8" Gravity PVC Sewer LF 6.060 $ 85.00 $ 515,100.00
3 12" Gravity PVC Sewer LF 7,100 $ 100.00 $ 710,000.00
4 Manholes EA 70 $ 2,050.00 $ 143,500.00
5 Wyes and Risers EA 11 $ 150.00 $ 1,650.00
6 Concrete Encasement LF 800 $ 100.00 $ 80,000.00
7 Highway Bore LF 400 $ 250.00 $ 100.000.00
8 Road Restoration SY 3,065 $ 9.00 $ 27,585.00

SUBTOTAL $ 1,594,335.00

Land and Easements 10.00% $ 159,433.50
Legal/Administration 6.00% $ 95.660.10
Engineering Design 9.68% $ 154,410.51
Engineering During Const./lnsp. 5.00% $ 79.716.75

SUBTOTAL $ 2,083,555.86

Contingency (10%) $ 208,355.59

TOTAL $ 2,291,911.44

Cost per Initial Connection 11 Connections $ 208,355.59
 ~80

PINE RIDGE
PLACE I
FOX RUN

.40 -

]
- PROPOSED
FORCE MAIN

~
- PROPOSED
GRAVITY LINE

CONTOUR LINE

D PARCEL BOUNDARY

• PROPOSED
MANHOLE

• PROPOSED
PUMP STATION

0 911 ADDRESS
c

PROPOSED
~ WASTEWATER
TREATMENT PLANT

1 inch equals 600 feet

J.

CiRE
-
I~~~InEERInCi
AT RIVER
NORTH POWERSITE
PRELIMINARY COST ESTIMATE

NO. ITEM UNIT QUANTITY UNIT PRICE EXTENSION

1 4" Gravity PVC Service Lines LF 7,850 $ 50.00 $ 392,500.00
2 8" Gravity PVC Sewer LF 44,0001 $ 85.00 $ 3,740,000.00
3 10" Gravity PVC Sewer LF 4,700 $ 100.00 $ 470,000.00
4 Manholes EA 210 $ 2,050.00 $ 430,500.00
5 Wyes and Risers EA 314 $ 150.00 $ 47,100.00
6 1-1/2" PVC Forcemain LF 1,100 $ 40.00 $ 44,000.00
7 2" PVC Forcemain LF 700 $ 45.00 $ 31,500.00
8 3" PVC Forcemain LF 3,200 $ 53.00 $ 169,600.00
9 4" PVC Forcemain LF 2,100 $ 57.00 $ 119,700.00
10 6" PVC Forcemain LF 3,100 $ 62.00 $ 192,200.00
11 8" PVC Forcemain LF 500 $ 67.00 $ 33,500.00
12 12" PVC Forcemain LF 7,550 $ 72.00 $ 543,600.00
13 Air Release Assembly EA 8 $ 4,500.00 $ 36,000.00
14 Road Restoration SY 21,000 $ 9.00 $ 189,000.00
15 Pump Station No. 1 LS 1 $ 75,000.00 $ 75,000.00
16 Pump Station NO.2 LS 1 $ 85,000.00 $ 85,000.00
17 Pump Station No.3 LS 1 $ 95,000.00 $ 95,000.00
18 Pump Station No.4 LS 1 $ 90,000.00 $ 90,000.00
19 Pump Station No. 5 LS 1 $ 70,000.00 $ 70,000.00
20 Pump Station No.6 LS 1 $ 125,000.00 $ 125,000.00
21 Pump Station No. 7 LS 1 $ 75,000.00 $ 75,000.00
22 Pump Station NO.8 LS 1 $ 190,000.00 $ 190,000.00
23 Pump Station NO.9 LS 1 $ 225,000.00 $ 225,000.00

SUBTOTAL $ 7,469,200.00

Land and Easements 10.00% $ 746,920.00
Legal/Admin istration 6.00% $ 448,152.00
Engineering Design 7.74% $ 577,810.33
Engineering During Const/lnsp. 5.00% $ 373,460.00

SUBTOTAL $ 9,615,542.33

Contingency (10%) $ 961,554.23

TOTAL $ 10,577,096.57

,Cost per Initial Connection 314 Connections $ 33,685.02
 NORTH
POWERSITE

- PARCEL
BOUNDARY

CONTOUR
LINE

- FORCE MAIN

GRAVITY LINE

PROPOSED
LAKE BORE

• PUMP STATION

MANHOLE

o 911 ADDRESS

1 inch equals 1,000 feet

-l eiRE
CiREAT RIVER
enC:ilneeRlnCi

Source: Shoals Bend & Powersite
Areas "Oremus" Wastewater
no Treatment Plant Evaluation and Study
Performed by: Archer, Sept. 2004
:zoe
800
RIVER BLUFF SUBDIVISION
PRELIMINARY COST ESTIMATE

NO. ITEM UNIT QUANTITY UNIT PRICE EXTENSION

1 4" Gravity PVC Service Lines LF 525 $ 50.00 $ 26,250.00
2 8" Gravity PVC Sewer LF 2,400 $ 85.00 $ 204,000.00
3 Manholes EA 16 $ 2,050.00 $ 32,800.00
4 Wyes and Risers EA 21 $ 150.00 $ 3,150.00
5 4" PVC Forcemain LF 1,600 $ 57.00 $ 91,200.00
6 Road Restoration SY 2,100 $ 9.00 $ 18,900.00
7 Pump Station EA 1 $ 105,000.00 $ 105,000.00

SUBTOTAL $ 481,300.00

Land and Easements 10.00% $ 48,130.00
Legal/Administration 6.00% $ 28,878.00
·Engineering Design 11.53% $ 55,487.73
EnQineering Durina Const./lnsp. 5.00% $ 24,065.00

SUBTOTAL $ 637,860.73

Contingency (10%) $ 63,786.07

TOTAL $ 701,646.80

Cost per Initial Connection 21 Connections $ 33,411.75
 ~f/
) j
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9'01

~ ~

RIVER
0
~ BLUFF
1
0
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40 0
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w

-
w
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....J
....J FORCE MAIN
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-
I
PROPOSED

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CONNECT TO GRAVITY LINE

~'\
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GRAVITY
- 1/ -- CONTOUR LINE
1/
(/ 0
- ~
- ~. 0 PARCEL BOUNDARY
~60~
v
~
I
I (
\ \
-
•
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PROPOSED

/ / /
00
00
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-
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- / /
/ "-
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PUMP STATION
/ 0 0

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l~
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PROPOSED
WASTEWATER
TREATMENT PLANT

- I~
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0
0
0
0
0
l~'
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l\ - ./
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l CiREAT RIVER
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SKYLINE/HAIK SUBDIVISION
PRELIMINARY COST ESTIMATE

UNIT QUANTITY UNIT PRICE EXTENSION

LF 2,340 $ 50.00 $ 117,000.00
2 a" Gravity PVC Sewer LF 17,800 $ 85.00 $ 1,513,000.00
I 3 Manholes EA 69 $ 2,050.00 $ 141,450.00
4 Wyes and Risers EA 78 $ 150.00 $ 11,700.00
5 Road Restoration SY 5,500 $ 9.00 $ 49,500.00

SUBTOTAL $ 1,715,650.00

Land and Easements 10.00% $ 171,565.00
Legal/Administration 6.00% $ 102,939.00
Engineering Design 9.58% $ 164,396.25
Engineering During Const./lnsp. 5.00% $ 85,782.50

SUBTOTAL $ 2,240,332.75

Contingency (10%) $ 224,033.28

TOTAL $ 2,464,366.03

Cost per Initial Connection 78 Connections $ 31,594.44
 SKYLINE/HAIK
SUBDIVISION

- PROPOSED
GRAVITY LINE

- EXISTING
GRAVITY LINE

CONTOUR LINE

D PARCEL BOUNDARY

- ........
• PROPOSED
MANHOLE

EXISTING
0 MANHOLE

0 911 ADDRESS

PROPOSED
~ WASTEWATER
TREATMENT PLANT

1 inch equals 600 feet

,.Yl --'1
!
I
2/ I

* I
CiRE
GREAT RIVER
EnClneeRlnCi
 SPRING
CREEK
SOUTH
CONNECT TO
EXISTING GRAVITY

- PROPOSED
FORCE MAIN

oo_~
- PROPOSED
GRAVITY LINE
Cf)
-0
CONTOUR LINE
~
z
G>
~m 0 PARCEL BOUNDARY
m

•
~
;0 PROPOSED
0 MANHOLE

o
o
o
• PROPOSED
PUMP STATION

o
BLACKBERRY DR o 911 ADDRESS

PROPOSED
WASTEWATER
TREATMENT PLANT

o o
o

S EETGUM DR 1 inch equals 100 feet

A

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E:iREAT RIVER
enGIneeRInG
TABLE ROCK LAKE (WEST)
PRELIMINARY COST ESTIMATE

NO, ITEM UNIT QUANTITY UNIT PRICE EXTENSION

1 4" Gravity PVC Service Lines LF 3,550 $ 50,00 $ 177,500,00
2 8" Gravity PVC Sewer LF 22,100 $ 85,00 $ 1,878,500,00
3 Manholes EA 110 $ 2,050.00 $ 225,500.00
4 Wyes and Risers EA 145 $ 150,00 $ 21,750.00
5 2" PVC Forcemain LF 650 $ 45.00 $ 29,250.00
6 3" PVC Forcemain LF 1,950 $ 53.00 $ 103,350.00
7 4" PVC Forcemain LF 2,100 $ 57.00 $ 119,700.00
8 Road Restoration SY 18,000 $ 9.00 $ 162,000,00
9 Air Release Assembly EA 1 $ 4,500,00 $ 4,500.00
10 Pump Station No. 1 LS 1 $ 70,000.00 $ 70,000.00
11 Pump Station NO.2 LS 1 $ 120,000,00 $ 120,000.00
12 Pump Station No.3 LS 1 $ 125,000.00 $ 125,000.00
13 Pump Station No, 4 LS 1 $ 85,000,00 $ 85,000,00
14 Pump Station NO.5 LS 1 $ 105,000.00 $ 105,000.00
15 WWTF GPO 40,000 $ 20.00 $ 800,000,00

SUBTOTAL $ 4,027,050.00

Land and Easements 10.00% $ 402,705.00
LeQal/Administration 6,00% $ 241,623,00
Engineering Design 8.46% $ 340,827.01
Engineering During COrlsUlnsp. 5,00% $ 201,352.50

SUBTOTAL $ 5,213,557.51

Contingency (10%) $ 521,355.75

TOTAL $ 5,734,913.26

Cost per Initial Connection 175 Connections $ 32,770.93
TURKEY CREEK WATERSHED
PRELIMINARY COST ESTIMATE

NO. ITEM UNIT QUANTITY· UNIT PRICE EXTENSION

1 21" Gravity PVC Sewer LF 18,500 $ 125.00 $ 2,312,500.00
2 Manholes EA 47 $ 2,050.00 $ 96,350.00
3 Wyes and Risers EA 200 $ 150.00 $ 30,000.00
4 Highway Bore LF 60 $ 250.00 $ 15,000.00
5 Road Restoration SY 27 $ 9.00 $ 243.00
6 Concrete Encasement LF 1,120 $ 100.00 $ 112,000.00
7 Pump Station NO.1 EA 1 $ 200,000.00 $ 200,000.00

SUBTOTAL $ 2,766,093.00

Land and Easements 10.00% $ 276,609.30
Legal/Administration 6.00% $ 165,965.58
Engineering Design 8.94% $ 247,256.52
Engineering During Const/lnsp. 5.00% $ 138,304.65

SUBTOTAL $ 3,594,229.05

Continqency (10%) $ 359,422.91

TOTAL $ 3,953,651.96

Cost per Initial Connection 200 Connections $ 19,768.26
, ('

,:
TURKEY
CREEK
':\

n- WATERSHED

,
"

"
Cl
.
- PROPOSED
FORCE MAIN

- PROPOSED
GRAVITY LINE

CONTOUR LINE

0 PARCEL BOUNDARY
0

• PROPOSED
MANHOLE

• PROPOSED
PUMP STATION

o 911 ADDRESS

PROPOSED
WASTEWATER
TREATMENT PLANT

o 0.2 0.4 0.8

-I CiRE
CiREAT RIVER
enC;lneeRlnc;
SPRING CREEK SOUTH
PRELIMINARY COST ESTIMATE

NO. ITEM UNIT QUANTITY UNIT PRICE EXTENSION

1 4" Gravity PVC Service Lines LF 480 $ 50.00 $ 24,000.00
2 8" Gravity PVC Sewer LF 1,900 $ 85.00 $ 161,500.00
3 Manholes EA 9 $ 2,050.00 $ 18,450.00
4 Wyes and Risers EA 16 $ 150.00 $ 2,400.00
5 Road Restoration SY 1,750 $ 9.00 $ 15,750.00
6 Concrete Encasement LF 50 $ 100.00 $ 5,000.00

SUBTOTAL $ 227,100.00

Land and Easements 10.00% $ 22,710.00
Legal/Administration 6.00% $ 13,626.00
Engineering Design 12.86% $ 29,205.20
Engineering Durino Const/lnsp. 5.00% $ 11,355.00

SUBTOTAL $ 303,996.20

Contingency (10%) $ 30,399.6.2

TOTAL $ 334,395.82

Cost per Initial Connection 17 Connections $ 19,670.34
FALL CREEK AND WEST GATE HEIGHTS SUBDIVISIONS
PRELIMINARY COST ESTIMATE

NO. ITEM UNIT QUANTITY UNIT PRICE EXTENSION

1 4" Gravity PVC Service Lines LF 450 $ 50.00 $ 22,500.00
2 8" Gravitv PVC Sewer LF 3,720 $ 85.00 $ 316,200.00
3 Manholes EA 20 $ 2,050.00 $ 41,000.00
4 Wyes and Risers EA 18 $ 150.00 $ 2,700.00
5 Road Restoration SY 2,150 $ 9.00 $ 19,350.00

SUBTOTAL $

Land and Easements 10.00% $ 40,175.00
Legal!Administration 6.00% $ 24,105.00
Engineering Design 11.84% $ 47,550.26
Enoineering During Const/lnsp. 5.00% $ 20,087.50

SUBTOTAL $ 533.667.76

Contingency (10%) $ 53,366.78

TOTAL $ 587.034.54

Cost per Initial Connection 18 Connections $ 32.613.03
FINE AREA
PRELIMINARY COST ESTIMATE

NO. ITEM UNIT QUANTITY UNIT PRICE EXTENSION

1 4" Gravity PVC Sewer LF 2,050 $ 50.00 $ 102,500.00
2 8" Gravity PVC Sewer LF 6,152 $ 85.00 $ 522,920.00
3 Manholes EA 28 $ 2,050.00 $ 57,400.00
4 Wyes and Risers EA 81 $ 150.00 $ 12,150.00
5 3"Force Main LF 300 $ 53.00 $ 15,900.00
6 Road Restoration SY 5,750 $ 9.00 $ 51,750.00
7 Pump Station EA 1 $ 45,000.00 $ 45,000.00
8 WWTF GPO 18,063 $ 20.00 $ 361,260.00

SUBTOTAL $ 1,168,880.00

Land and Easements 10.00% $ 116,888.00
Legal!Administration 6.00% $ 70,132.80
EngineerinQ Design 10.13% $ 118,435.53
Engineering During ConstJlnsp. 5.00% $ 58,444.00

SUBTOTAL $ 1,532,780.33

Contingency (10%) $ 153,278.03

TOTAL $ 1,686,058.36

Cost per Initial Connection 81 Connections $ 20,815.54
FRIENDLY HilLS AND HUMMINGBIRD HILLS SUBDIVISIONS
PRELIMINARY COST ESTIMATE

NO. ITEM UNIT QUANTITY UNIT PRICE EXTENSION

1 4" Gravity PVC Service Lines LF 550 $ 50.00 $ 27,500.00
2 8" Gravity PVC Sewer LF 5,000 $ 85.00 $ 425,000.00
3 Manholes EA 22 $ 2,050.00 $ 45,100.00
4 Wyes and Risers EA 22 $ 150.00 $ 3,300.00
5 3" Force Main LF 3,650 $ 45.00 $ 164,250.00
6 4" Force Main LF 2,000 $ 57.00 $ 114,000.00
7 Highway Bore LF 280 $ 250.00 $ 70,000.00
8 Road Restoration SY 2,900 $ 9.00 $ 26,100.00
9 Air Release Assembly EA 3 $ 4,500.00 $ 13,500.00
10 Pump Station No. 1 LS 1 $ 105,000.00 $ 105,000.00
11 Pump Station No.2 LS 1 $ 120,000.00 $ 120,000.00

SUBTOTAL $ 993,750.00

Land and Easements 10.00% $ 99,375.00
Legal!Administration 6.00% $ 59,625.00
Engineering Design 10.37% $ 103,096.97
Engineering During ConstJlnsp. 5.00% $ 49,687.50

SUBTOTAL $ 1,305,534.47

Contingency (10%) $ 130,553.45

TOTAL $ 1,436,087,92

Cost per Initial Connection 22 Connections $ 65,276.72
MILDRED AREA
PRELIMINARY COST ESTIMATE

NO. ITEM UNIT QUANTITY UNIT PRICE EXTENSION

1 4" Gravity PVC Service Lines LF 3,255 $ 50.00 $ 162,750.00
2 8" Gravity PVC Sewer LF 9,485 $ 85.00 $ 806,225.00
3 Manholes EA 38 $ 2,050.00 $ 77,900.00
4 Wyes and Risers EA 93 $ 150.00 $ 13,950.00
5 2" PVC Forcemain LF 1,750 $ 45.00 $ 78,750.00
6 3" PVC Forcemain LF 3,150 $ 53.00 $ 166,950.00
7 4" PVC Forcemain LF 3,320 $ 57.00 $ 189,240.00
8 Road Restoration SY 5,900 $ 9.00 $ 53,100.00
Pump Station No. 1
1! $
9 LS 75,000.00 75,000.00
10 Pump Station No. 2 LS 85,000.00 $ 85,000.00
11 Pump Station NO.3 LS 1 $ 95,000.00 $ 95,000.00
12 Pump Station NO.4 LS 1 $ 80,000.00 $ 80,000.00
13 Pump Station No. 5 LS 1 $ 55,000.00 $ 55,000.00
14 WWTF GPD 57,534 $ 20.00 $ 1,150,680.00

SUBTOTAL $ 3,089,545.00

Land and Easements 10.00% $ 308,954.50
Legal/Administration 6.00%1 $ 185,372.70
Engineering Design 8.80% $ 271,761.21
·Engineering During Const/lnsp. 5.00% $ 154,477.25

SUBTOTAL $ 4,010,110.66

Contingency (10%) $ 401,011.07

TOTAL $ 4,411,121.73

Cost per Initial Connection 258 Connections $ 17,097.37
 TABLE ROCK
LAKE WEST

w
~
::s - PROPOSED
FORCE MAIN
~
()
0
0:::
w
..J
- PROPOSED
GRAVITY LINE

liD
~ CONTOUR LINE

..
- 0 PARCEL BOUNDARY

• PROPOSED
MANHOLE

• PROPOSED
PUMP STATION

0 911 ADDRESS

PROPOSED
IWTPI WASTEWATER
TREATMENT PLANT

1 inch equals 500 feet

A

eiRE
-
I
CiREAT RIVER
EnGinEERinG