Item B
ENGINEERING REPORT
FINAL VERSION
Wastewater Collection System Evaluation
South Stock Island
Monroe County, Florida
November 22, 2004
Action Plan
to support the
URS
Stock Island Wastewater Collection System
Recommendations &
Timeline
Nov. 29, 2004
Report to the Monroe soee
Presented
Nov. 29, 2004
to the Monroe soee by
KW RESORT UTiliTIES
6450 East Junior College Road, Key West, FL 33040
Tel (305) 294 9578 - KWRU.com - info@KWRU.com - Fax (305) 294 1212
11/29/2004: 5:23 PM
Page 1 of 9
KWRU Comments & Proposed Action Plan
To Support the URS Recommendations & Timeline
Index of Contents
Item & To~
Pa~
KWRU Report Intro.........................................................3
Item 1) URS Key Conclusion.............................................4
Item 2) Buffer Tanks..... ... .................... ...... ................... ....4
Item 3) System Life-Cycle Cost Analysis..............................4 & 5
Item 4) URS Evaluation of Two Conceptual Sewer Systems. ....5 & 6
a. Strategy #1 a) System on Private Property
b. Strategy # 1 b) System on County ROW
c. Capital Cost Table Comparisons
Item 5) Conceptual System Selection
Methodology & Cost Impacts..................................6 & 7
Item 6) URS Recommendations & Considerations.................7
Item 7) URS Proposed Timeline to Project Completion............8
Item 8) KWRU Recommendation to the Monroe BOCC........ ...8 & 9
Item 9) KWRU Customer Communications Program...............9
11/29/2004: 5:23 PM
Page 2 of 9
KWRU Report & Proposed Action Plan to the BOCC
Re: The URS Stock Island Wastewater
System Engineering Evaluation
November 29, 2004
To: The Monroe County Commission:
KW Resort Utilities (KWRU) desires to maximize the County's
investment in the URS Engineering Report and Evaluation of the South
Stock Island Wastewater Collection System.
To that extent, KWRU and its' engineering firm, Weiler Engineering
Corp. (WEC) and the County's engineering firm, CH2M Hill worked
collectively with URS to study in detail the URS Report and it's
recommendations and conclusions.
This KWRU presentation addresses the URS Report to the SOCC
including the Key Points, Recommendations and Conclusions of the
URS Report and KWRU Comments & Proposed Action Plan (s).
William L. Smith, Jr.
President
KW Resort Utilities, Corp.
11/29/2004: 5:23 PM
Page 3 of 9
URS CONCLUSIONS
KWRU COMMENTS & ACTION PLAN:
1) URS Key Conclusion: (Report Section 4.1)
Results of the analysis provided in this report confirm that the existina vacuum collection
system should be capable, with some modifications. to handle the current and future flows
for the study area (south Stock Island)"
~ KWRU Note: "modifications" refer to plumbing work mainly on private property required to
connect to any wastewater system.
2) URS: The ability to add more buffer tanks to serve larger wastewater generators through
time will be limited, The total amount of additional vacuum mains that can be installed
without uparadina the vacuum pumps will be limited to approximately 33% of the total
volume currently installed.
~ KWRU and WEC acknowledge that the number of buffer tanks that can be installed in a
vacuum system is limited, but it should be pointed out that AirVac documents show that 5
more buffer tanks can be placed in the system.
~ KWRU will uparade the vacuum pumps in the future, if and when necessary, to handle large
wastewater generators - that may go beyond the forecasted growth of south Stock Island.
~ The URS states in the Executive Summary, page 2, paragraph 6, concerning Assessment of
Vacuum Collection Technoloqy for south Stock Island:
'The vacuum collection system appears to have sufficient capacity to continue to support
wastewater collection efforts in the study area throuahout the 20-year p/annina horizon. "
3) URS: A summary of results obtained from the life-cycle cost analysis for the various
wastewater collection strategies evaluated and presented in the report.
Life -cycle cost are in terms of dollars per 1,000 gallons of wastewater collected and
include additional capital costs identified to complete the sewering effort for Phases 1
through 3 as well as a 20-year projected O&M cost.
Table 3-12 Estimated Life-Cycle Costs for Each Wastewater Collection Strategy
Initial Capital Cost Investment $2,381,000 $2,594,000 $5,388,000
Present Worth Annual O&M Cost $977,900 $977,000 $1,164,000
Total Life-Cycle Cost $3,358,000 $3,571,000 $6,552,000
Phase 1,2, and 3 Current Flows 164,000 164,000 164,000
Unit Life-Cycle Cost ($/1,000 gallons) 20,500 21,800 $40,000
(1) All costs listed in the table, except for unit costs, were rounded to the nearest $1,000. Unit costs were
rounded to the nearest $100.
(2) The life-cycle costs reported above are specific to Phases 1, 2 and 3 of the study area. Additional costs
would occur associated with Phase 4.
11/29/2004: 5:23 PM
Page 4 of 9
~ KWRU: As documented in the URS report, the collection system designed by WEe and
installed by KWRU has the lowest life-cycle costs of the options examined. This translates
directly to the lowest rates to the customers.
4) URS: Two conceptual sewer systems were evaluated:
Strategy #1: Maximized use of vacuum system-two sub-alternatives
#1 a: Extension of vacuum system onto private property with
necessary system components.
#1 b: Possibility of series of mini-gravity systems on private property
to drain all wastewater to the County ROW.
Area East of Styron's $28,600 $21,700 $2,700
Bo d's Cam round $153,800 $153,800 $153,800
Coconut Grove Trailer Park $151,400 $147,500 $134,100
El Mar R V Park $74,000 $74,000 $69,700
Gomez Trailer Park $43,300 $39,700 $38,400
Harbor Shores $60,600 $60,600 $55,300
Hideawa Trailer Park $62,400 $56,100 $44,300
Leo's Carn ound $137,600 $100,100 $138,100
Liz's Trailer Park (E of Front St.) $75,700 $60,900 $56,100
Oceanside Marina $89,100 $89,100 $58,900
Ocean S ra $54,700 $45,500 $43,500
Overseas Trailer Park $327,000 $271,000 $299,100
Pozzi #2 Trailer Park $41,100 $41,100 $26,200
Ro 's Trailer Park $54,000 $54,000 $54,000
Stock Island Trailer Park $35,400 $33,100 $31,400
S on's Trailer Park $48,100 $46,900 $51,200
Sunhaven Trailer Park $105,000 $103,400 $76,800
Tro ic Palms Trailer Park $101,800 $102,500 $96,800
Waters Ed e Colon Trailer Park $379,200 $260,200 $257,300
Woodsons Trailer Park (1 & 2) $111,900 $77,900 $53,200
Subtotal On-Site $2,106,000 $1,817,000 $1,738,000
Total Ca ital Costs $2,381,000 $2,594,000 $5,388,000
KWRU Note: URS Individual Pro er Table cost are formulated, actual cost will va
<$153,800> <$153,800> <$153,800>
<$167,000> <$167,000> <$167,000>
<$222,500> -0- -0-
KWRU Revised Total Ca ital Cost $1,737,700 $2,273,200 $5,067,200
(1) Capital cost estimates do not include any field testing, final engineering, or system closure and abandonment costs.
11/29/2004: 5:23 PM
Page 5 of 9
(2) Capital cost estimates include system rehabilitation costs for each property.
(3) The capital costs reported above are specific to Phases 1, 2 and 3 of the study area. Additional costs would
occur associated with Phase 4.
~ KWRU and WEC: The cost of additional work needed in the right of way for option 1 a
includes the cost of the already-constructed force main and pump station for Boyd's
Campground. If the cost of this elective force main system is removed, URS's estimate for
work needed in the ROW is $112,000. WEC contends that a portion of the additional piping
that URS shows in their design is either already in place or is unnecessary. The bulk of the
work is needed to provide service to properties located at Fourth Avenue and Maloney
Avenue. WEC has completed the design of this system and is waiting for direction from the
County before permitting the project. This is a contingent item to the current project and
WEC estimates that the total cost for necessary work in the ROW is $75,000.
~ KWRU and WEC contend that the on-site capital cost estimates for option (1 a) contain
components that are not needed or recommended for vacuum systems. Manholes and 8-
inch gravity mains are typically not included in the design of vacuum collection systems. If
the cost of these components is removed from the URS estimates for option 1a, the total on-
site cost is reduced by $222,500. This reduces the on-site cost difference between options
1 a and 1 b to just $52,500.
5) URS: The method selected to complete the sewering effort will affect the costs to each
property owner as well as the Utility System.
If the vacuum system is extended onto private properties, the property owners will likely face
larger capital costs as demonstrated in the table above, while necessitating the establishment of
easements for the new vacuum system components.
Conversely, if mini-gravity collection systems are utilized on each property to route
wastewater to the County right-of ways, costs to the property owners could be minimized in
most cases, while eliminating the need for new easements onto these properties.
Implementation of the latter approach will shift additional costs to the Utility system in order
to complete the sewering effort,
~ KWRU and WEC agree that the Utility will accept responsibility for operation and
maintenance of on-site vacuum collection system, if that is the desire of the property
owner.
~ KWRU staff will need to be granted access to operate and maintain these systems.
Access can be granted in the form of easements or licenses, either of which can be terminated
when the system is no longer in service.
~ The location of the gravity systems, like the vacuum system, may place some restrictions on
use of private property.
~ Florida OEP requires that collection systems, even privately owned, remain accessible.
~ KWRU recommends a uniform, equitable and consistent connection policy - for all county
property owners required to connect to a central wastewater treatment system.
11/29/2004: 5:23 PM
Page 6 of 9
6) URS RECOMMENDATIONS & CONSIDERATIONS:
The final solution selected for the individual properties may be a mixture of Strategies
#1 a and #1 b. (Strategy #2 is not recommended for the reasons stated in the Report.)
Strategy #1 a:
a) Yielded the lowest overall cost, it would require higher investments by the majority of
the private property owners.
b) The on-site O&M cost of #1 a would be the responsibility of the Utility System. It is not
recommended that property owners be required to assume any system O&M.
c) On-site systems require one or more easements on the property to allow access.
d) Property owners would likely be required to pay for the system on-site infrastructure.
Strategy #1b:
a) Could potentially save the collective property owners nearly $300,000 in capital costs.
b) Potential exists that additional cost savings may be possible if some on-site sewer
infrastructures were shifted to the ROW, i.e, manholes prior to valve pits.
c) This option eliminates need to establish easements on their properties. Such
easements could impact use of the property.
~ KWRU &WEC the County will invest an additional $600,000 with Strategy 1 b: in attempt to
save $300,000 on individual on-site improvement expense
~ NOTE: KWRU and WEC acknowledge the need for monitoring the wastewater treatment plant
flows and for planning for expansion. WEC updates the Capacity Analysis Report each
Oecember and monitors flows throughout the year. WEC also has prepared a design for a
500,000 GPO expansion, but at this point in time, it is unclear as to how much, if any,
additional capacity will be needed. WEe will continue to monitor flows and available
capacity, and at the appropriate time will design and permit any necessary expansion in
accordance with applicable regulatory requirements.
11/29/2004: 5:23 PM
Page 7 of 9
7) URS Proposed Timeline to Completion:
February 2005
A ril 2005
A ril 2005
June 2005
Novem ber 2005
Decem ber 2005
March 2005
Ma 2005
Decem ber 2006
Decem ber 2005
December 2005
(1) This line item includes on-site testing, surveys, and other related engineering design services necessary to
prepare construction plans.
(2) Final engineering design work to configure on-site collection systems and prepare construction documents.
Similar activities required for all work that must be performed within the County R-O-W.
(3) Assumes one month for contractor mobilization and a six month construction phase.
(4) Additional connections to the Utility System will be required to serve all properties within the study area.
(5) All dates in table are only possible goals to guide the completion of the completion of the sewering effort.
Whenever possible, opportunities should be explored to accelerate the completion of this effort, including pre-
contracting and engineering design for the on-site systems prior to final BOCC approval, etc.
8) KWRU Recommendation to the Monroe BOCC
~ Connection Timeline:
KWRU purposes the Monroe County and the Utilitv work to establish a connection timeline to
achieve completion of the south Stock Island wastewater proiect.
Such a timeline will require establishment of a County enforced connection deadline / policy to
enable such wastewater system hook-ups and therefore discontinue use of cesspits and septic
systems or, small package plants.
The Utility proposes a connection deadline policy that is customer friendlv and still achieves
the goal of connection to the central wastewater treatment plant.
Environmental Need Reauires Action:
Cesspits, septic systems and small package plants are not capable of removing or reducing the
nutrient content to Florida's requisite water quality standards. Nutrients have and continue to
leach into environmentally sensitive ecosystems negatively affecting the environment &
potentially public health.
Over 450, non-trailer park wastewater system connections are available since July 2003. The 2-
year AirVac warranty purchased by the Utility will expire July 2005.
11/29/2004: 5:23 PM
Page 8 of 9
System connections are being done mostly by those property owners that have building permits
for new or modified construction and wastewater system connection is required by the permit.
Financial Assistance: URS recommends the County provide whatever financial assistance that
can be legally offered to defray the upfront capital costs associated with:
(1) on-site infrastructure improvements and
(2) connection fees to the Utility System.
Purpose of this recommendation is to mitigate further delays to make final connections to the
Utility. Financial assistance from the County through low interest loans, and even grant moneys,
would facilitate completion of the sewering effort for the larger properties.
9) Customer Communications Program:
KWRU launched a wastewater connection information campaign for the Stock Island property
owners. The campaign will continue and intends to create and maintain a two-way dialogue of
sewer connection questions and solutions between the Utility and its existing and soon to be
new customers.
The information campaign consists of a monthly e-Newsletter, Customer Pipe Line.
The Newsletter is now available in English and Spanish versions.
A web site has been launched (KWRU.com) to host Utility information and archive copies of the
Customer Pipe Line.
Weekly advertising has been published to promote the web site (KWRU.com) as a source for
those with Stock Island wastewater questions.
KWRU appreciates the investment of the Monroe BOCC in evaluating the best engineering
methodology for south Stock Island wastewater collection through the URS Engineering Study.
The Recommendations, Conclusions and timeline for completion of the Stock Island wastewater
system contained in the URS Report are (with noted exception herein) supported by the Utility.
Thank you,
William L. Smith, Jr.
President
KW Resort Utilities, Corp.
11/29/2004: 5:23 PM
Page 9 of 9
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FLORIDA PUBLIC SERVICE COMMISSION E-MAIL
REGARDING ERCs, EDUs, AND UNIT WASTEWATER FLOWS
ATTACHMENT A
1T1
Troy, pis handle.
-----Original Message-----
-----Original Message-----
From: Tim Devlin
Sent: Wednesday, September 01, 2004 9:12 AM
To: Rhonda Hicks; Troy Rendell
Cc: Marshall Willis
Subject: RE: Information Request
Troy Rendell, Public Utilities Supervisor
If you have any questions, please do not hesitate to contact me at (850) 413-6934.
Typically, for water, the Commission considers an ERC as 350 gallons of water and 280 gallons of wastewater. This
is derived at by taking 80% of water flow. However, the Commission also takes in consideration actual average
daily flow for each a single residential unit for each individual utility.
a,.. 3. According to copies of developer agreements submitted by KW Resort indicate that they charge $2,700 per EDU
or equivalent dwelling unit. :This term is not typically used or recognized by the PSC.
~ There have been proposed developer agreements where KW Resort attempted to use 205 gallons per day (gpd).
However, the Commission staff has pointed out the the utility's counsel that KW Resort has historically used 250
gallons per day per ECR in resolving complaints in Docket No. oooo79-SU and Docket No. 020520-Su.
(a) 350 gallons per day, (b) The number of gallons a utility demonstrates is the average daily flow for a single
residential unit; or, (c) The number of gallons which has been approved by the Department of EnvironmentaI
Protection for a single residential unit.
Further, pursuant to Rule 25-30.515(8), FAC, an ERC means either:
However, Rule 25-30.020(1), FAC indicates that an ERC is 350 gallons per day (gpd) for water service and 280 gpd
for wastewater service.
-+
2. It is true that pursuant to Rule 25-30.055, Florida Administrative Code (PAC), an equivalent residential
connection (ERC) equals 250 gallons per day.
~
1. According to KW Resort's approved tariffs on file with the Commission, KW Resort is authorized to charge
$2,700 per equivalent residential connection. Pursuant to Original Sheet No. 18.0, "Institutions, recreational
buildings, swimming pools, commercial or civic units will be subject to negotiation with the Company to determine
the number of ERCs. (emphasis added)
I have received your request and will attempt to answer your questions concerning KW Resort Utilities Corp. (KW
Resort) I have been actively involved with and worked on several complaints concerning this utility company over
. the past several years.
To: <david_burgstiner@URSCorp.com>
cc: "Ralph Jaeger" <RJaeger@PSC.STATE.FL.US>, "Tim Devlin"
<TDevlin@PSC.sTATE.FL.US>, "Rhonda Hicks"
<RHicks@PSC.STATE.FL.US>, "Shannon Hudson"
<SHudson@PSC.STATE.FL.US>, "Marshall Willis"
<MWillis@ PSC.ST ATE.FL.US>
Subject: FW: Information Request
"Troy Rendell"
<TRendell@Psc.STAT
E.FL.US>
09/01/200401:43 PM
.
...
CORRECTED INFORMATION FROM WEC REGARDING
EXISTING AND PROPOSED SEWER SYSTEM INFRASTRUCTURE
FOR THE STOCK ISLAND VACUUM COLLECTION SYSTEM
ATTACHMENT B
10-18-04; 8:50PM;
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URS
November 19,2004
Mr. Tom Willi
County Administrator
Monroe County
1100 Simonton St.
Room 2-205
Key West, FL 33040
RE: South Stock Island Sewer System Evaluation
Final Engineering Report
URS Project Number: 12004423
Dear Mr. Willi:
URS is pleased to present to Monroe County ten (10) complete, original copies of the final
Engineering Report for the subject project. The Engineering Report was prepared in accordance
with the URS Scope of Services and contract with the County dated February 18, 2004. The
report was certified by a Florida licensed professional engineer.
The report provides the results of our technical evaluation regarding the existing vacuum sewer
system that was recently installed to serve the majority of properties on south Stock Island.
Updated estimates for current wastewater flows that may be generated at each property in the
study area are documented in the enclosed report. These estimates were derived by a flow-based
engineering analysis, whereby potable water flow records were used to establish potential
wastewater flows per the methodology described in the report. Future wastewater flows were
projected through a 20-year planning horizon and are also summarized in the report. URS
believes that this information will be of considerable value to the County to assess actual
capacity requirements for the central wastewater collection systems that are currently present on
south Stock Island, as well as future systems that may be needed to serve additional properties
and users in the future.
The report also provides conceptual-level sewer system configurations for two different
wastewater collection strategies. One strategy (Strategy #1) utilizes only the existing vacuum
collection system with certain modifications and extensions onto some private properties to
address sewage collection from all of the developed properties located in Phases 1 through 4 of
the island, as defined in the report. The second strategy (Strategy #2) evaluates a conceptual
parallel force main system that could be used to collect wastewater from many of the larger
properties that would otherwise be served by the vacuum collection system. A third sewer
system configuration was developed, which is essentially a variation of the first strategy,
whereby the vacuum system is not extended onto private properties. Although this later sewer
configuration was not covered by URS' initial scope, we believe that the development of this
latter option revealed extremely important conclusions regarding how to finalize the sewering
effort for some of the larger private properties on the island.
U RS Corporation
7650 West Courtney
Campbell Causeway
Tampa, FL 33607-1462
Tel: 813.286.1711
Fax: 813.287.8591
URS
Monroe County Florida
Mr. Tom Willi
November 19,2004
Page 2
In addition to the final Engineering Report, please find enclosed URS' formal responses to
comments issued on the draft version of the Engineering Report in October 2004. This
document can be found within the front sleeve of each report and is considered part of the
official documentation used to complete the final version of the report. As part of the integral
peer review process for the report, a draft version of the report was generated and distributed to
the County, CH2M Hill who served as the official peer review engineer for the report, and WEC
who provided considerable information and feedback to URS during the development of the
subject report. All parties were given ample time to review the draft report and issue official
comments in order to improve the overall accuracy and completeness of the report.
URS appreciates the opportunity to have served Monroe County in the evaluation of the existing
and potential sewer system needs for south Stock Island. We sincerely hope that the results,
conclusions, and recommendations presented in the report will assist the County in moving
forward with and completing the sewering effort for the island.
If you have any questions regarding the information provided in the report or would like to
discuss this in further detail, please feel free to contact me at your convenience. Again, on behalf
of the entire URS organization, it was a pleasure working with Monroe County and providing the
engineering services related to the Stock Island sewer evaluation project.
Sincerely,
URS CORPORATION
r-)
J. David Burgstiner, P.E.
Senior Engineer
cc: Ken Williams, CH2M Hill
John Ranon, URS
David Wilcox, URS
Francisco Bohorquez, URS
URS
November 19, 2004
Mr. Tom Willi
County Administrator
Monroe County
1100 Simonton St.
Room 2-205
Key West, FL 33040
RE: South Stock Island Sewer System Evaluation
Final Engineering Report
URS Project Number: 12004423
Dear Mr. Willi:
URS is pleased to present to Monroe County ten (10) complete, original copies of the final
Engineering Report for the subject project. The Engineering Report was prepared in accordance
with the URS Scope of Services and contract with the County dated February 18, 2004. The
report was certified by a Florida licensed professional engineer.
The report provides the results of our technical evaluation regarding the existing vacuum sewer
system that was recently installed to serve the majority of properties on south Stock Island.
Updated estimates for current wastewater flows that may be generated at each property in the
study area are documented in the enclosed report. These estimates were derived by a flow-based
engineering analysis, whereby potable water flow records were used to establish potential
wastewater flows per the methodology described in the report. Future wastewater flows were
projected through a 20-year planning horizon and are also summarized in the report. URS
believes that this information will be of considerable value to the County to assess actual
capacity requirements for the central wastewater collection systems that are currently present on
south Stock Island, as well as future systems that may be needed to serve additional properties
and users in the future.
The report also provides conceptual-level sewer system configurations for two different
wastewater collection strategies. One strategy (Strategy #1) utilizes only the existing vacuum
collection system with certain modifications and extensions onto some private properties to
address sewage collection from all of the developed properties located in Phases 1 through 4 of
the island, as defined in the report. The second strategy (Strategy #2) evaluates a conceptual
parallel force main system that could be used to collect wastewater from many of the larger
properties that would otherwise be served by the vacuum collection system. A third sewer
system configuration was developed, which is essentially a variation of the first strategy,
whereby the vacuum system is not extended onto private properties. Although this later sewer
configuration was not covered by URS' initial scope, we believe that the development of this
latter option revealed extremely important conclusions regarding how to finalize the sewering
effort for some of the larger private properties on the island.
URS Corporation
7650 West Courtney
Campbell Causeway
Tampa, FL 33607-1462
Tel: 813.286.1711
Fax: 813.287.8591
ENGINEERING REPORT
FINAL VERSION
Wastewater Collection System Evaluation
South Stock Island
Monroe County, Florida
November 22, 2004
URS
PROFESSIONAL ENGINEER CERTIFICATION
for
ENGINEERING REPORT
W ASTEW A TER COLLECTION SYSTEM EV ALUA TION
SOUTH STOCK ISLAND, MONROE COUNTY, FLORIDA
NOVEMBER 22, 2004
Per the requirements of 61 G 15-23.002:
I certify that in my professional judgment, the components of this Engineering Report were
developed using available historical information and data from Monroe County, KW Resort
Utilities (the local Utility System), Weiler Engineering Corporation, Inc. and others. The
historical records were reviewed and adopted, where needed, as the basis to develop the
components presented in the Engineering Report. The Engineer assumes that the information
and data obtained from the historical records are accurate and correct, and does not assume
any responsibility for inaccurate or incorrect information from those records. Furthermore, all
engineering analyses, calculations, and other technical considerations were developed by me
or others under my direct supervision using sound engineering methods and acceptable
procedures of the trade and are, to my best knowledge, correct and accurate.
~.~ //
~~.~
... .. 6'?~ ~~-
. J. David Burgstiner . 1/ )z2/?<f
State of Florida P.E. 50430
URS Corporation
7650 West Courtney
Campbell Causeway
Tampa, FL 33607-1462
Tel: 813.286.1711
Fax: 813.287.8591
TABLE OF CONTENTS
Section
Paee
1.0 BACKGROUND................. ........................ ................ ..... .................. ........ ......................... 1
1.1 History .... ..... ................... .............. ....... ..... ..................... .......................................... 1
1.1.1 Background................................................................................................. 1
1.1.2 Recent Sewering Effort for South Stock Island .......................................... 2
1.1.3 Ancillary Considerations Affecting Final Project Implementation............. 4
1.1.4 Conceptual Roadmap to Complete Sewering Effort................................... 7
1.2 Summary of URS Scope of Services....................................................................... 8
1.3 Limitations and Exclusions of Report ..................................................................... 9
1.4 Report Organization.............. ....... ..... .......... ........ .............................. ........... ......... 10
2.0 PROJECT PLANNING COMPONENTS ........................................................................ 12
2.1 Planning Criteria and Methodologies.................................................................... 12
2.1.1 Definition of Study Area and Planning Horizon....................................... 12
2.1.2 Summary of Technical Approach ............................................................. 13
2.1.3 EDU versus ERC Counts .......................................................................... 13
2.1.4 Source Data for the Wastewater Flow Analysis........................................ 15
2.1.5 Description of the Flow-Based Analysis................................................... 17
2.2 Update and Confirm Current Wastewater Flows and Connection Counts............ 19
2.2.1 Current Spatial Distribution Mapping of Wastewater Flows.................... 19
2.2.2 Identification & Location of Large Wastewater Generators..................... 20
2.2.3 Summary of Current Wastewater Flows and Connection Counts............. 22
2.3 Wastewater Flow Projections and Future Connection Counts.............................. 24
2.3.1 Projection Methodology and Assumptions ............................................... 24
2.3.2 Spatial Distribution Mapping of the Projected Wastewater Flows ........... 27
2.3.3 Summary of Large Wastewater Generators .............................................. 27
2.3.4 Summary of Future Wastewater Flows and Connection Counts .............. 29
3.0 ALTERNATIVE WASTEWATER COLLECTION STRATEGIES ............................... 32
3.1 Screening of Potential Alternatives.. .......... ............. ....................... ........ ............... 32
3.1.1 Potential Alternatives for Wastewater Collection..................................... 32
3.1.2 Screening of Alternatives........ ..... ........................... .................. ......... ....... 33
3.1.3 Retained Alternatives for Conceptual Design ...........................................40
3.2 Strategy #1: Maximize Use of Vacuum Collection System................................. 41
3.2.1 Introduction of Possible Configurations ...................................................41
3.2.2 Confirmation of Existing System Configuration and Capacity................ 41
3.2.3 Strategy #1A: Extension of Vacuum Systems on Private Properties....... 44
3.2.4 Strategy #IB: Minimize Vacuum Components on Private Properties..... 48
3.3 Strategy #2: Utilize Parallel Force Main System .................................................51
3.3.1 General Description of Parallel System Configuration............................. 51
3.3.2 Inventory of Pump Stations and Force Mains........................................... 54
3.4 Opinion of Probable Costs......... .......... ............ ...... ......................... ......................55
3.4.1 Capital Cost Estimates for Alternative Strategies .....................................55
3.4.2 Annual O&M Estimates for Alternative Strategies................................... 58
3.5 Life-Cycle Cost Analysis of Alternatives ............................................................. 59
2-4
2-5
2-6
2-7
2-8
3-1
3-2
3-3
3-4
3-5
3-6
3-7
3-8
3-9
3-10
3-11
3-12
TABLE OF CONTENTS
(CONTINUED)
Section
Pae:e
4.0 CONCLUSIONS AND RECOMMENDATIONS ...........................................................61
4.1 Key Conclusions .................. ............... ........ ...................... ................. ....... .... ........ 61
4.2 Key Recommendations............... .............. ...... ..... ... ......... ......... ... ....... ........ ..........67
4.3 Updated Roadmap Timeline to Complete Sewering Effort .................................. 70
4.3.1 Summary of Requisite Pending Activities ................................................ 70
4.3.2 Expansion Requirements for WWTP ........................................................ 72
LIST OF TABLES
Table
Pae:e
1-1
1-2
2-1
2-2
2-3
Summary of Project-Related Engineering Design Costs .................................................... 3
Summary of Project-Related Implementation and Construction Costs .............................. 3
Summary of Results from Flow Matching Exercise ......................................................... 17
Summary of Estimated Current Wastewater Flows for the Study Area ...........................19
Summary of Large Wastewater Generators within Study Area for the
Current Condition.............................................. ................... ............................ .................20
Estimated Wastewater Flows and Connection Counts for the Current Condition ............ 22
Summary of Properties with Significant Redevelopment PotentiaL................................ 25
Summary of Estimated Future Wastewater Flows for the Study Area ............................. 26
Summary of Large Wastewater Generators within Study Area for the
Future Condition................................... ........................... .................................................27
Estimated Wastewater Flows and Connection Counts for the Future Condition.............. 28
Summary of Properties to be Served through On-Site Extensions of Vacuum Mains .....38
Summary for Components within Existing Vacuum Collection System.......................... 41
Proposed Current Modifications to the Vacuum Collection System within
County ROWs ................................................................................................................... 43
Potential Future Modifications to the Vacuum Collection System within
County ROWs ........ ........................................................................................................... 46
Proposed Current Modifications to the Vacuum Collection System within
County ROWs.................... .......................................................................................... .....58
Potential Future Modifications to the Vacuum Collection System within
County ROWs................................................................................................................... 51
Proposed Modification to the Vacuum Collection System with County ROWs .............. 53
Proposed Pump Stations and Force Mains within County ROWs ....................................54
Estimated Capital Costs for Each Wastewater Collection Strategy.................................. 56
Estimated Median Wastewater Flows for the 20- Year Planning Period........................... 58
Estimated Annual O&M Costs for Each Wastewater Collection Strategy....................... 58
Estimated Life-Cycle Costs for Each Wastewater Collection Strategy............................ 59
LIST OF TABLES
(CONTINUED)
Table Pal!e
4-1 Summary of Net Estimated Wastewater Flows and Connection Counts .......................... 60
4-2 Summary of Life-Cycle Costs for Each Wastewater Collection Strategy........................ 63
4-3 Cost Difference Between Vacuum Collection Option per Private Property..................... 64
4-4 Summary of Updated Conceptual Roadmap Activities and Timeframes ......................... 69
LIST OF FIGURES
Fil!Ure Follows Pal!e
1-1 Project Location Map. .... ...... ............. .............................................. ........... ............. ............2
1-2 Configuration of Existing Vacuum Collection System....................................................... 4
2-1 Study Area Boundary........................................................................................................ 11
3-1 Vacuum System Schematic........ ............ ..... ................ .... ............ ..... ......... ......... ........ .......35
3-2 Typical Vacuum Valve Pit Configuration......................................................................... 36
3-3 Typical Buffer Tank Configuration..... ..... ..................... ........ ....... .............. ............. .......... 37
3-4 Strategy #IA On-Site Vacuum System Arrangement.......................................................43
3-5 Strategy #IB Off-Site (R-O-W) Vacuum System Arrangement....................................... 47
3-6 Wastewater Collection Schematics for Parallel Systems .................................................. 51
3-7 Typical Pump Station Configuration.. ....... ..... ........... ...................... ............ .............. ........ 54
LIST OF APPENDICES
A County Contract with Utility System for Engineering Services
B County Contract with Utility System for Reservation Capacity
C Conceptual Roadmap to Complete Sewering Effort for South Stock Island
D URS Scope of Services
E Flow Matching Results for Water Use Records versus Properties within Study Area
F Estimated Wastewater Generation Rates and Average Flow Map for the Current
Condition
G Estimated Wastewater Generation Rates and Average Flow Map for the Future Condition
H AIRV AC Assessment of Available Capacity for Vacuum System Components
I Strategy #IA: Extension of Vacuum System Components onto Private Properties
J Strategy #IA: Individual Sewer Plans for Private Properties
K Strategy #IB: Minimize Vacuum System Components on Private Properties
L Strategy #IB: Individual Sewer Plans for Private Properties
M Strategy #2: Parallel Force Main System and Pump Stations Serving Large Properties
N Strategy #2: Individual On-Site Gravity Collection Sewer Plans for Private Properties
o Capital Cost Estimate for Wastewater Collection Strategy lA
P Capital Cost Estimate for Wastewater Collection Strategy IB
Q Capital Cost Estimate for Wastewater Collection Strategy 2
R Annual O&M Cost Estimates for Alternative Wastewater Collection Strategies
Engineering Report
Wastewater Collection System Evaluation
South Stock Island, Monroe County, Florida
Page 1 of 73
1.0 BACKGROUND
1.1 HISTORY
1.1.1 Background
Previous environmental studies have been conducted in the past to assess the potential effects of
various waste loadings to the soil, groundwater, and surrounding salt water bodies of the Florida
Keys. These studies have documented the deleterious effects upon the environment related to
the release of untreated sanitary wastewater and other miscellaneous wastes. The high nutrient
content found in these wastes is of special concern as it is one of the major contributors to the
decline of water quality in the Florida Keys. These wastes were historically discharged into
cesspits, engineered septic systems, or small package plants that were located on upland areas
within the various islands that form the Florida Keys. Cesspits, septic systems, or small package
plants are not capable or removing or reducing the nutrient content of sanitary wastewater to the
state of Florida's requisite water quality standards. Through both direct and indirect hydraulic
connections to the surrounding marine environment, various waste constituents including
nutrients have and continue to leach into environmentally sensitive ecosystems and habitats,
thereby negatively affecting not only the environment, but potentially public health as well.
Monroe County recognizes the potential consequences associated with this issue and is currently
channeling County resources to reduce the direct release of untreated wastes and wastewaters
into the environment. The primary method being implemented to address this issue is the
installation of a series of central collection systems that will properly collect the majority of
wastewater that is generated by individual residential, commercial, and industrial facilities within
the Florida Keys. The central sewer systems will convey the majority of untreated sanitary
wastewater to a wastewater treatment plant that will be capable of reducing nutrient levels before
discharging treated effluent to the environment. This process recently commenced and it is
anticipated that it will take many years before all of the Florida Keys are properly served by
central systems.
In the late 1990s, Monroe County contracted CH2M Hill, a Florida licensed engineering firm, to
develop a Wastewater Master Plan for the Florida Keys. This Master Plan, issued in June 2000,
evaluated potential sources of wastewater and possible means for the collection of wastewater
from each island. One of the key conclusions presented in the Master Plan was that vacuum
collection technology should be utilized as a cost effective and efficient approach for wastewater
collection. A full description of this technology is presented in Section 3.0. In addition, the
Master Plan also recommended that the vacuum collection systems be supplemented, where
necessary and appropriate, with pump stations and associated force mains usually for the larger
wastewater generators to maximize wastewater collection reliability of the overall sewering
effort. Careful consideration and planning efforts must be given to each sewering effort to
ensure that the resulting collection system(s) are properly configured to collect all wastewater.
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Wastewater Collection System Evaluation
South Stock Island, Monroe County, Florida
Page 2 of 73
The local private utility system that serves Stock Island, KW Resort Utilities (KWRU),
contracted Weiler Engineering Corporation, Inc. (WEC) out of Port Charlotte, Florida to prepare
a Master Plan specific to Stock Island. This work effort was conducted on a parallel track to the
County's own master planning effort. In the Utility System's Master Plan that was issued
sometime in late 1999, an evaluation of potential wastewater flows was conducted along with an
evaluation of various potential sewer system configurations that could be further explored to
serve the island. Alternative wastewater collection strategies considered in the WEC Master
Plan included conventional gravity systems, low pressure sewer systems, and vacuum collection
systems. Based on a cost analysis conducted by WEC as presented in their Master Plan, vacuum
collection technology was documented as the most cost effective approach to address wastewater
collection for the island. Thus, the general approach documented in the Master Plan prepared by
the Utility System for wastewater collection was similar to the approach documented in the
County's Master Plan. However, it is important to note that the Utility's Master Plan only
considered the exclusive use of one approach over the others and did not appear to assess a
blended solution, whereby two or more wastewater collection approaches would be used. In
contrast, the County's Master Plan did consider and recommend that vacuum collection
technology be supplemented with conventional force mains to ensure that a reliable and efficient
wastewater collection strategy is selected and applied.
1.1.2 Recent Sewering Effort for South Stock Island
One of the first major central sewering efforts recently conducted in the Florida Keys in support
of both the County's and Utility System's Master Plans was the installation of the new vacuum
collection system on south Stock Island. Figure 1-1 is a project location map that depicts the
general location where this sewer system was installed. The intent of this new sewer system was
to properly and efficiently collect the majority of wastewater that may be generated on the
southern portion of the island both currently and in the foreseeable future.
A large portion of residents and some businesses on the island were previously served by a pre-
existing system of gravity collection mains and force mains, which collected wastewater and
routed it to the local Utility System's Wastewater Treatment Plant (WWTP). This pre-existing
system serves the users located on north Stock Island as well as select users present within south
Stock Island, such as Lincoln Gardens and various commercial entities located along Third
Avenue. Based on information presented in the Utility System's Master Plan, it is anticipated
that this pre-existing system will continue to be used to collect and route wastewater to the local
WWTP.
The goals of the new vacuum collection system that was installed for south Stock Island are
essentially two-fold: (1) serve all entities on the southern portion of the island that were not
previously served by the Utility's pre-existing central collection system, and (2) serve all of the
larger properties on the south island so that their individual on-site package treatment plants or
septic systems could be decommissioned. It is noteworthy that the ability to efficiently operate
the small package plants that are present throughout south Stock Island to properly treat
wastewater is difficult at best, requiring a significant time and monetary investment. This issue,
coupled with the fact that package plants were not designed to remove dissolved nutrients such
as nitrogen and phosphorus which is a requirement of the County's Master Plan, necessitates that
they be dismantled and decommissioned.
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Wastewater Collection System Evaluation
South Stock Island, Monroe County, Florida
Page 3 of 73
To facilitate the installation of the new central vacuum collection system for south Stock Island,
Monroe County executed two separate contracts with the local Utility System, KWRU. In the
first contract dated December 31, 2001, the County agreed to reimburse the Utility System for
engineering services associated with the design of the sewer system. A copy of that contract is
provided in Appendix A. Table 1-1 summarizes the engineering costs associated with the first
contract.
1 $35,000 17.5%
2 $94,750 47.5%
3 $16,750 8.4%
4 $46,800 23.5%
5 lication fees) $6,000 3.0%
6 Total $199,300 100.0%
Design work began in January 2002 and system permit applications were filed by the Utility
System with the Florida Department of Environmental Protection (FDEP) in March 2002. At the
conclusion of design activities in May 2002, the Utility System solicited bids from contractors to
construct the vacuum collection system. Bids were received on June 27, 2002 from five
contractors with bid amounts ranging from $4.036M to $5.883M. Based on a review and
evaluation of the bids received for the project, the project was awarded to E.T. MacKenzie of
Florida, Inc. for a negotiated construction cost of $3.5M. Additional costs associated with the
project brought the total cost of the project to approximately $4.6M. Table 1-2 provides a
summary of project-related implementation and construction costs.
I $3,500,000 76.0%
2 $279,000 6.1%
3 $347,000 7.5%
4 $100,000 2.2%
5 $380,000 8.2%
6 Total $4,606,000 100.0%
On July 31, 2002, the County entered into a second contract with the Utility System to reserve
wastewater collection capacity for the new collection system that would be constructed. The
second contract, a copy of which is included in Appendix B for reference, was developed and
executed to reserve 1,500 EDUs (Equivalent Dwelling Units) of capacity for the new collection
system. URS could find no documentation from the County, the Utility System, or WEC
regarding how the 1,500 EDU reservation count was initially established. In a previous URS
report submitted to the County on October 20, 2003, URS calculated that the 1,500 EDU
reservation capacity may have been originally based on the remaining hydraulic capacity of the
Utility System's WWTP in conjunction with a unit EDU wastewater flow of 167 gallons per day.
This conclusion was made since any greater unit EDU value used to reserve capacity would
effectively exceed the current capacity available from the Utility System. However, the subject
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Wastewater Collection System Evaluation
South Stock Island, Monroe County, Florida
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Contract indicates that the capacity reservation shall be in the amount of $2,700 per EDU as set
forth in the Utility's tariff filed with the Florida Public Services Commission (PSC). Since the
capacity reservation per the Florida PSC is established based on an ERC (Equivalent Residential
Connection) count and not an EDU count, a separate analysis would have to be performed to
assess the total number of connections allowed per the Utility System's wastewater tariff. A
more detailed discussion of this issue is presented in Section 2.0 for consideration.
Project construction commenced in October 2002 and was essentially completed in August 2003.
Construction of the system included the installation of a centrally located vacuum pump station
complete with a wastewater transfer system at the Utility System's WWTP, six vacuum headers
(A through F) along various routes within south Stock Island, and a series of vacuum valve pits,
buffer tanks, and vacuum stub-outs that will be used to collect wastewater from individual
properties. Figure 1-2 illustrates the configuration of the vacuum collection system as it was
installed based on a review of record drawings developed for the project.
1.1.3 Ancillary Considerations Affecting Final Project Implementation
Various questions and concerns were raised during and after project implementation that have
impeded the ability for all planned connections to be made to the new vacuum collection system.
A summary of some of the main issues voiced to date by County officials and the public, which
has delayed the completion of the sewering effort, include the following:
· Apparent Excessive Financial Burden on Large Property Owners - There are three
possible components that may have led to an apparent financial burden for some of the
properties that would be served by the new vacuum sewer system. These components
include (1) connection fees, (2) construction costs on the part of the property owner to
install a new on-site sewer collection system and/or upgrade their existing systems to
industry standards, and (3) decommissioning costs associated with existing on-site septic
systems or small package plants. Each of these components are examined and considered
below.
~ Connection Fees - The Utility's wastewater tariff, as approved by the Florida
Public Service Commission, assesses a one-time connection fee in the amount of
$2700 per ERC, where an ERC is defined as one single-family residential service
connection. This fee is considered reasonable for an individual property owner to
pay in order to connect to the system. Since connection fees are proportionate to
the total number of units (houses, trailers, etc.) on each property, the total
connection fee assessed for a large property would generally be greater than the
connection fee assessed for a smaller property. However, the total cost of these
fees per property is normalized by the actual number of units on each property in
reality. A potential issue related to the payment of connection fees is the
originating source for the funds that will be used to pay them and when the capital
outlay will occur. For example, for small properties only containing one house,
the property owner would typically be directly responsible for and pay the $2700
connection fee. Conversely, for a larger property containing 100 equivalent units,
the legal owner of that property would be assessed a connection fee of $270,000.
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Engineering Report
Wastewater Collection System Evaluation
South Stock Island, Monroe County, Florida
Page 5 of 73
Although that owner could potentially collect connection fees from individuals
that reside in each unit that occupies the property, the following concerns may
delay or impede fee collection from those individuals, thereby leading to a
possible reduction in the cash flow of money and potentially an extra financial
burden for the owner: (1) insufficient income level of residents in trailers or
mobile homes to afford the extra cash outlay, (2) vacancy of multiple units at time
of fee assessment, and (3) insufficient capital availability to the property owner to
cover the full connection fee on an interim basis until the capital can be secured
from those residents or tenants that occupy the property.
)- On-Site Construction Costs - The burden of upgrading on-site systems or
installing new systems on private property usually falls to the property owner as
part of any similar sewering effort. The cost of this work is usually not too
significant for small properties serving a single family residence, e.g., one sewer
lateral. However, for the larger properties, a considerable amount of new and/or
rehabilitated infrastructure may be needed to serve multiple units on that property.
Previous cost estimates that were developed for on-site sewer collection systems
for some of the larger properties have ranged from the low $IO,OOOs to the low
$100,OOOs. To support the construction of the on-site systems, the property
owners would also face additional costs including engineering design, surveys,
and testing services. Also, the Utility would typically assess an inspection fee
before the on-site collection systems can connect to the central sewer system
within the ROW.
)- Decommissioning Costs - Many of the large properties contain a series of
existing septic systems or a small wastewater treatment plant (e.g., a package
plant). Decommissioning costs for these existing systems further increases the
amount of capital that some owners must spend in order to complete the new
sewering effort.
The combined costs associated with the above requirements could potentially result in a
substantial financial burden to at least some of the larger properties associated with the
sewering effort. This apparent financial impact has led to many of the large properties
from not connecting to the sewer system per the anticipated time table of the local Utility
System. The County is currently considering resolutions or similar actions that could
result in financial assistance to property owners with respect to both the initial connection
fees as well as costs associated with the rehabilitation and upgrading of the on-site sewer
system components for each property.
· Plans Used for Construction - Based on an initial URS review of plans conducted during
September and October 2003, it was confirmed that a set of drawings was submitted to
the County for review late in the design phase that substantially deviated from other plans
that were previously submitted for project permitting and later for contractor bidding and
construction. The drawing set in question was issued to the County in the middle of May
2002 (date stamped May 21, 2002), just prior to the contractor bidding process. In the
subject drawing set, numerous buffer tanks were depicted on the plan-and-profile sheets
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Wastewater Collection System Evaluation
South Stock Island, Monroe County, Florida
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at various locations along the vacuum headers (total of 29 single buffer tanks and 14 dual
buffer tanks). In contrast, the set of drawings submitted for contractor bidding (dated
May 30,2002), depicted only 15 single buffer tanks and no dual buffer tanks. While the
title sheet and plan sheets in that set did not indicate that the set was intended for
construction, a revision note dated April 30, 2002 appeared in the title block of the plan-
and-profile sheets (Sheets 13 through 31) of the set. That revision note states "Revised
for Construction". This note in the title block of some of the sheets in the May 21, 2002
drawing set may have been one reason that led to substantial confusion and allegations
from County officials and members of the public regarding whether or not the system that
should have been installed was the system that the County approved for construction.
As a point of information, if a set of engineering plans is intended to be used for
construction, the drawing set is usually stamped or otherwise demarked "Issued for
Construction" or "Approved for Construction" and is officially certified (sealed) by a
licensed professional engineer who was responsible for the preparation of the plans. The
May 21, 2002 drawing set did not contain these demarcations nor was any professional
engineer seal found anywhere on the drawings. The confusion that resulted from the
May 21, 2004 drawing set substantially impeded moving forward with connections to the
new vacuum collection system. (As a matter of record, the BOCC approved for
construction a later set of drawings dated May 30, 2002, which did not depict the larger
number of buffer tanks. Through an examination of the project's record drawings, in
conjunction with a field inspection conducted by URS in September 2003, it was
confirmed that the May 30th drawing set was used to construct the system.)
· Equity Regarding Assignment of Buffer Tanks - Many questions were voiced regarding
why certain properties received a buffer tank while others received only a vacuum stub-
out. Based on URS' initial evaluation of the system design in 2003, and through a
subsequent assessment conducted as part of this project during 2004, it was confirmed
that only a certain number of connections via buffer tanks can be allowed in order to
ensure proper operation of the vacuum collection system. In fact, only 25 percent of the
total flow contribution to the vacuum collection system can occur via buffer tanks. While
a limited number of buffer tanks were provided for some of the larger wastewater
generators to intercept large point source discharges into the vacuum system, only
vacuum stub-outs were provided for the remaining large generators to comply with the 25
percent limit. Consequently, the Utility System provided vacuum stub-outs for the
remaining large wastewater generators in anticipation that the property owners would
extend vacuum lines onto their properties. Section 3.0 of this report assesses potential
options that could be further explored to address equity related to the type and method of
connection for the larger properties on south Stock Island.
· Uncertainty Regarding Most Appropriate Sewer System Configuration - This last issue
remains in question. One of the primary goals of this report is to more fully address this
issue to the satisfaction of all affected parties. Many members of the public remain firm
in their belief that on-site gravity collection is the better approach for wastewater
collection. Others are satisfied that the extension of the vacuum system onto private
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Engineering Report
Wastewater Collection System Evaluation
South Stock Island, Monroe County, Florida
Page 7 of 73
property is a suitable choice. Both of these configurations are considered in more detail
in this report. Conceptual sewer system configurations along with estimated costs are
presented in Section 3.0.
1.1.4 Conceptual Roadmap to Complete Sewering Effort
During November and December 2003, URS entered into a series of discussions with the County
regarding how to proceed with the sewering effort for south Stock Island, while addressing
concerns from the public as to how best to serve certain properties. During that time frame, URS
developed a Conceptual Roadmap, which would serve a guide to complete the sewering effort.
A copy of the Conceptual Roadmap is presented in Appendix C. A summary of the key
roadmap tasks is provided below.
· Task 1: Preparation of Conceptual Roadmap and Supporting Information - Under Task 1
of the roadmap, URS proposed that certain activities be performed to better establish and
clarify how the sewer system should be configured to efficiently and cost effectively
serve all entities on the south island.
· Task 2: Public Partnership and Proiect Planning - The purpose for Task 2 of the
roadmap is to confirm and update potential wastewater flows that are generated on the
south island and develop conceptual plans along with supporting cost estimates to
complete the sewering effort. This report presents critical data, information, and
conceptual configurations for the wastewater collection system for the island and
addresses the principal work effort associated with Task 2. The results from Task 2 as
presented later in this report should serve as a basis to support and guide final details and
construction efforts related to completion of the sewering effort for the island.
· Task 3: Final Design and Construction - Once this report is finalized, completion of the
sewering effort must be completed by those individual properties that will be served by
the Utility System's central sewer system. Also, any modifications and/or extensions of
the vacuum system within County right-of-ways to serve all users within the service area
will need to be made by the Utility System. Thus, Task 3 of the roadmap will include
final engineering design to address wastewater collection for the larger properties as well
as from other portions of the south island that currently has no available wastewater
collection system in place. As such, it is anticipated that the Utility System, WEC,
members of the public, one or more engineering firms, and the County itself will be
involved with completing Task 3 activities.
At the completion of Task 3, if one of the conceptual plans outlined in this report is adopted and
implemented, the bulk of the initial sewering effort for south Stock Island should be properly
addressed and completed. At that time, the Utility System will need to continue to monitor the
operation of the vacuum system to ensure that is remains in good operational condition and is
properly collecting all wastewater routed into it. As time progresses and additional
redevelopment projects and changes to the overall density of the island occur, it shall be
incumbent upon the Utility System as part of their charter to the Florida PSC to make whatever
modifications are necessary to the vacuum system to adequately capture increased wastewater
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Wastewater Collection System Evaluation
South Stock Island, Monroe County, Florida
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flows. The conceptual sewer configurations presented for the future condition in Section 3.0
considers possible modifications that may be eventually needed to address wastewater collection
over the next 20 years.
1.2 SUMMARY OF URS SCOPE OF SERVICES
In December 2003, URS submitted to the County a draft Scope of Services for the work
proposed to address Task 2 as described above. A copy of URS' scope of services is included
for reference in Appendix D. In summary, URS conducted the following activities, the results
of which are presented in this report:
· Task 1 - Evaluate Existing Stock Island Service Area - Includes land use projections for
the island, wastewater flow projections, and estimates for system reserve capacity.
· Task 2 - Optimization of Existing Collection System - Includes on-site meetings with
property owners and an alternative analysis for on-site system configurations. For the
majority of the properties, two or more alternative sewer system configurations were
developed and presented herein.
· Task 3 - Conceptual Sewer Design for Remainder of Stock Island - Includes an
evaluation of alternative sewer system configurations for the island and confirm
expansion requirements for the Utility's WWTP.
· Task 4 - Summary Report - The results from the foregoing tasks will be summarized in
an Engineering Report (this report) and will include, at a minimum, the following:
existing and projected wastewater capacity needs of the island, alternative sewer
configurations that were evaluated, a recommended conceptual sewer configuration for
implementation, modifications proposed to the existing vacuum collection system,
conceptual plans (total of 19) for the private on-site collection systems, and conceptual
construction costs to expand and modify the existing system.
· Task 5 -Third Party Review - A third party peer review function was proposed to allow
additional input and validation of the various engineering means and methods used to
conduct the various tasks described above. CH2M Hill was selected by the County to
support this peer review function.
· Task 6- Public Outreach Program - A public outreach component was proposed and
included as part of this project in an effort to include affected members of the public into
the engineering and planning process. URS visited individual properties and met with
various property owners to listen to specific concerns related to the sewering effort.
Where possible, URS took into account the concerns and comments of the public.
It should be noted that as URS completed certain work tasks and associated activities for the
scope of services described above, certain adjustments were made to the work effort. For
instance, the scope of work indicated that wastewater flows would be projected for south Stock
Island in 5 year increments. However, due to the great deal of uncertainty regarding the rate of
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Engineering Report
Wastewater Collection System Evaluation
South Stock Island, Monroe County, Florida
Page 9 of 73
potential redevelopment on the island, the accuracy of the interim projections could not be
guaranteed and could lead to erroneous conclusions and/or recommendations. As such, URS
considered only one future condition for the 20 year planning horizon as detailed later in this
report. Also, relatively minor changes were made to some of the terms and expressions used in
URS' scope of services. For example, this report was re-titled from the Summary Report, as
described above under Task 4, to the Engineering Report. These and other minor changes and
adjustments that were made during project execution did not substantially affect the overall
intent or material content of the overall reporting effort.
1.3 LIMITATIONS AND EXCLUSIONS OF REPORT
Due to the nature of the conceptual evaluation and associated design effort for this project, there
are inherent limitations and exclusions that should be documented for purposes of clarity and
understanding. Where possible, URS attempted to obtain as much supporting data as possible to
substantiate the conceptual design efforts presented in this report. However, additional work
effort will be required by various parties as described below in the following bullets in order to
satisfactorily complete the sewering effort for south Stock Island to support the activities
associated with Task 3 of the Conceptual Roadmap as described above.
· The engineering analysis conducted for this project, and detailed in the following report,
was strictly a flow-based analysis. Due to the nature of this analysis, estimated
wastewater flows were used as the primary basis to configure the components of the
wastewater collection system needed to serve each property. For the estimated
wastewater flows, flow-based connection counts were estimated. For each connection
count, a unit flow rate of 167 gpd was used. The connection counts presented in this
report will differ from the official EDU/ERC counts that the Utility System conducts to
establish connection and user fees per the Florida Public Services Commission. An
official assessment regarding the number of connections to the vacuum sewer system via
the ERC count methodology is not presented in this report. A more thorough discussion
of this important topic is provided in Section 2.0.
· The sewer system configurations developed and presented in this report were based
strictly on the peak wastewater generation rates estimated for each property within the
study area. This peak rate estimated for each property was used to establish the number
of vacuum valve pits and/or other infrastructure requirements for the property. This
process established the minimum sewer system requirements for each property for the
conceptual level effort conducted as part of this reporting effort. However, it is
acknowledged that additional sewer infrastructure, whether on public or private
properties, may be needed to fully support wastewater collection from certain properties
to comply with the Utility System's ERC methodology using actual unit counts as
described above. Confirmation of the total number and type of wastewater collection
system infrastructure needed to fully support each property should be conducted during
the official detailed design phase to support modifications to the existing collection
system and/or new sewer system construction. The cost impact of any modifications
and/or other related work should also be taken into account at that time. In an attempt to
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address a potential increase in costs between the conceptual and final design efforts, a 20
percent cost contingency was included in this report.
· Detailed engineering design must be conducted to complete the sewering effort along
with the necessary land surveys and other studies, as needed, to support final design
efforts. This detailed engineering effort will apply to all unconnected systems, whether
existing or new, that are located on private properties as well as those areas on the island
within the public right-of-ways, where the extension of or modifications to vacuum mains
(and/or force mains) will be needed to serve various properties. Private property owners
will be responsible for the costs associated with detailed engineering design and any
requisite supporting work for the former, while the Utility System will be responsible for
a similar work effort within the County right-of-ways.
· Testing of on-site systems to validate their use, as applicable, to convey wastewater to the
central sewer system within the right-of-way will likely be required. An initial round of
testing may be needed to confirm the "tightness" of an existing system, while confirming
potential rehabilitation costs related to upgrading the system to industry standards. A
second round of testing may be needed subsequent to system rehabilitation to substantiate
to the Utility System that the system is sufficient and can be integrated into the central
sewer system within the right-of-way. In a new system is installed, testing of the new
system components may also be required to confirm proper construction. All costs
associated with on-site system testing will likely be the responsibility of the individual
property owners, unless special funding mechanisms can be found. Limited ability was
available for URS to assess the condition of the existing on-site systems during this
project.
· Final decisions regarding how to best complete the sewering effort for all properties on
the island must be made between the Utility System and the property owners. In order to
mitigate further obstacles and issues, to the degree possible, it is anticipated that the
County will need to take an active roll in facilitating the completion of the sewering
effort in order to protect the interests of all involved parties. On a related note, special
financing options and means that could potentially be used to mitigate the up-front cost
impact to private property owners are not considered in this report. Potential financing
options should be confirmed and approved by the County.
1.4 REPORT ORGANIZATION
The remaining report is organized and divided into three sections. A summary of the report
contents follows:
· Section 2.0: Proiect Planning Components - This report section establishes a foundation
for the subsequent conceptual planning effort associated with the various sewer system
configurations developed for south Stock Island. In order to substantiate the
configuration of each alternative sewer system configuration, existing wastewater flows
are estimated. In addition, projected wastewater flows for a future condition were also
estimated. The distribution of small versus large wastewater generators was developed
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based on the flows estimated for the current and future condition. Lastly, estimated EDU
counts for the current and future conditions were developed using a methodology
described in further detail in this section.
· Section 3.0: Alternative Wastewater Coll~ction Strategies - Various potential strategies
that could be further explored to address and complete the sewering effort for south Stock
Island were considered and presented in this section. A description for each alternative
strategy is provided followed by a conceptual configuration associated with each strategy.
Estimated capital and annual O&M costs were developed and presented in this section for
each alternative considered. A life-cycle cost analysis for each wastewater collection
strategy was conducted in order to confirm the most cost-effective alternative that should
be considered to complete the sewering effort for the island. Lastly, an assessment of the
Utility System's wastewater treatment plant is presented, which is important to consider
as it will affect the total number of connections that can be made on the island during the
next few years.
· Section 4.0: Conclusions and Recommendations - Under this last section of the report,
URS provides a series of key conclusions and recommendations regarding this sewering
effort that may be important to understand and be aware of for future sewering efforts
that may occur in the near term within the Florida Keys. The Conceptual Roadmap that
was previously developed and described in Section 1.1.4 is revisited and its timeline
updated for the remaining task and associated activities that must be conducted in order
to complete the sewering effort for the island. These activities include upgrades to the
Utility System's wastewater treatment plant, additional connections that must be made to
support current wastewater users on the island, and the effect that future connections may
have on the sewer system that should be considered in order to ensure that the system is
proper! y configured to maintain service to all wastewater generators on the island.
In addition to the remaining report sections, a series of figures is included under a designated tab
near the end of the report. Also, a series of appendices can be found at the end of this report that
contain supporting information and documentation that readers of this report may find useful to
understand the various issues addressed in this report. The various large size drawings that were
prepared and referenced in the report for this project are located in the appendices.
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2.0 PROJECT PLANNING COMPONENTS
2.1 PLANNING CRITERIA AND METHODOLOGIES
The following section provides a general overview and discussion regarding the technical
analysis that was conducted to estimate current and projected wastewater flows and potential
connection counts for south Stock Island. The estimates developed in this section were used to
develop the alternative sewer system configurations presented in Section 3.0 of this report. As
such, it is important to document the approach used to assess wastewater generation for the
island in order to validate the estimated wastewater flows presented herein. If wastewater flows
are properly established and distributed, the resulting design configuration of the central sewer
system should be adequate to ensure proper wastewater collection for the community. All
pertinent engineering assumptions and conditions necessary to support the flow estimates and
connection counts are addressed and summarized below.
2.1.1 Definition of Study Area and Planning Horizon
For the purposes of this report, the study area is defined as south Stock Island. U.S. Highway 1
that bisects the island is generally considered the dividing line that separates south Stock Island
from north Stock Island. Thus, the study area includes all developed residential, commercial,
and industrial properties, as well as certain undeveloped properties, that lie to the south of U.S. 1
on the island. Of special note, Cow Key that is located immediately south of Stock Island was
not included in the study area, since it is generally considered a protected and reserved area not
suitable for development. Figure 2-1 illustrates the study area, which was the focus of the
following study.
For the purposes of this study, a suitable time period was established to define the planning
horizon for the sewering effort. A 20-year planning horizon was used to project future
wastewater flows and associated conceptual configurations of the central sewer system. It
should be noted that for an underground piping system, such as a sewer system, a 20-year period
is usually the minimum time frame considered, since the piping system should remain in fairly
good operating condition during this time requiring minimal reinvestment and unplanned
maintenance work. Furthermore, all life-cycle costs estimated and presented later in this report
are based on this 20-year period. In actuality, once installed, underground piping systems
usually remain in place well beyond the initial planning horizon. However, increasing
maintenance and rehabilitation costs coupled with additional capital costs usually results through
an extended time frame as a consequence of requisite system modifications to meet additional
growth conditions and increased wastewater flows. These additional capital modifications and
increased maintenance requirements through an extended period cannot be easily quantified and
would reduce the accuracy of the resulting life-cycle costs.
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2.1.2 Summary of Technical Approach
A flow-based analysis was adopted and used by URS to assess potential wastewater flows that
could be generated by each property on the island. Potential wastewater flows generated by each
property were estimated by using historical potable water use records. Certain adjustment
factors were applied to the records to quantify the range of potential wastewater flows that could
be generated by each property. Potential adjustments that were applied to the water use records
to estimate wastewater generation rates include a wastewater-to-water conversion ratio, a factor
to account for inflow & infiltration (1&1) into the collection system, and a peaking factor to
account for peak instantaneous wastewater flows relative to average daily flows. In addition,
escalation factors to the current estimates for wastewater generation along with other adjustments
were used to project potential wastewater flows for a future condition. Through a flow-based
analysis, minimum sewer system requirements that may be needed to adequately support the
sewering effort for the project area can be confirmed, which is a central and important
consideration that should be verified through this reporting effort.
It should be noted that URS did obtain wastewater flow data for the various package plants in the
study area and reviewed the wastewater flows associated with some of the larger properties.
However, this flow data was not used in the analysis due to (1) uncertainty regarding the
accuracy of the wastewater flow measurements and (2) the desire to apply a consistent
methodology to all properties regarding the estimation of flows. In addition, many of the on-site
gravity systems that feed the small package plants are considered by many to be prone to 1&1,
thereby resulting in increased wastewater flows. Since on-site systems would have to be
rehabilitated and/or upgraded to meet industry standards if they would continue to be used as
part of the overall sewering effort for the island, the current flow contribution from 1&1 would be
substantially reduced or eliminated altogether. Thus, for all of the foregoing reasons, the use of
historical wastewater flowrates for the various package plants was not used in this study.
In addition to wastewater flows that were estimated and documented in this report for each
property, potential connection counts were also confirmed and presented for consideration. For
the purposes of this report, a connection count represents the average quantity of wastewater that
is generated by a typical single family residence. Flow studies within an area are usually
conducted to derive what a reasonable flow rate would be for a single-family residence. For
instance, the Florida Keys Aqueduct Authority uses a value of 167 gpd to represent a residential
EDU for water consumption based on average historical water use trends that have been
documented within the Florida Keys. Furthermore, the County's own Wastewater Master Plan
uses 168 gpd as the wastewater generation rate for a typical residence (refer to Appendix C of
the Master Plan). A unit value of 167 gpd was adopted in this report to represent the average
quantity of wastewater that would be routed to the Utility System from a typical residential
connection.
2.1.3 EDD versus ERC Counts
Usually, for purposes of billing equity and in the case of private utilities, a different type
of analysis is conducted to estimate potential wastewater flows that could be generated at
a particular property. The methodology for this type of analysis is defined by the Florida
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PSC, which has jurisdictional authority over private utility companies. The PSC uses
Equivalent Residential Connection (ERC) counts in order to establish connection and user fees.
The following summarizes the ERC count methodology, details of which can be found in
Chapter 25-30 of the Florida Administrative Code (F.A.e.):
· The number of facilities on each property within the study area are inventoried and
confirmed;
· The type of facility, or facilities, that may be on any given property are classified as
residential, commercial, or industrial.
· By PSC definition, an ERC is equivalent to a single-family residence and has a standard
unit wastewater flow value of 250 to 280 gpd, depending on the specific EA.e. rule.
One of these values is typically adopted unless another rate is established through a
specific flow study conducted for a particular area. A unit flow value of 250 gpd applies
for the study area since the Utility System has typically used this value in the past to
establish connection and user fees for various entities.
· For commercial and industrial facilities, either the size of the water meter that serves the
facility or the three highest nonconsecutive months of flow records for the facility are
used as the basis for the ERC count. In the latter case when flow records are used to
establish an ERC count for a particular commercial/industrial property (which the Utility
System normal practices within the service area), the facility's estimated maximum
wastewater flow is divided by a unit flow of 250 gpd.
The ERC count methodology is similar in nature to the EDU count methodology in that it
establishes an index of potential wastewater flows, which allows one to compare the relative
quantity of wastewater generated by each property under evaluation. However, one of the most
important and significant differences between an ERC count and an EDU count is that the former
uses a relatively conservative unit flow rate for residential facilities. This unit flow rate can be
greater than that documented through a flow-based analysis as described above. In fact, the
difference between an ERC and an EDU as defined above is approximately 50 percent, using the
EDU value as the basis for comparison.
WEC conducted a separate flow study in the late 1990s, the results of which are summarized in
their Master Plan. In that study, a unit flow of 205 gpd was documented for a typical single-
family residence. The County's Wastewater Master Plan prepared by CH2M Hill used a unit
wastewater flow of 168 gpd per EDU. In the latter case, the EDU term was used interchangeably
for an ERe. However, based on feedback obtained from the Florida PSC, the Utility System has
typically used a unit value of 250 gpd per ERe. In conclusion, the unit flow value that is
currently used as the basis for an ERC count is generally greater than the unit value established
from other flow-related studies and used by other organizations.
Another principal difference between the two methodologies is the relative simplicity, fairness,
and equity afforded by the ERC approach. It is generally easier to quantify and defend the total
number and types of facilities on any given property and apply a uniform wastewater generation
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South Stock Island, Monroe County, Florida
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rate to estimate the total potential wastewater generation rate for the study area. In this approach,
unit counts for each property are assigned and ERC counts are consistently applied per the type
of facility(ies) on each property. Once ERC counts are established, the total potential wastewater
flows that could be generated within the service area can be easily calculated. This methodology
provides maximum assurance that potential wastewater flows generated will not exceed the total
ERC count, thereby protecting the Utility System's wastewater collection and treatment
infrastructure to the degree practical and allowable under law. Furthermore, this methodology
eliminates the inherent variation in wastewater generation rates that actually occur between
similar properties so that a consistent basis is established to allow connection and user fees to be
fairly assessed and applied. However, the Florida PSC has officially stated that whenever site-
specific flow studies are available that can more accurately characterize and quantify wastewater
generation rates for a particular area, a unit flow established from such studies should be used.
It should also be noted that the contract executed between the County and the Utility System to
reserve capacity for the vacuum collection system was developed using the term EDU, and not
an ERe. A total of 1,500 EDUs were reserved per that contract. Based on a previous evaluation
of the remaining available capacity of the Utility System's wastewater treatment plant as
presented in the October 20, 2003 report issued by URS, it is possible that the EDU reservation
count used for that contract was based on a unit rate of 167 gpd, consistent with the flow-based
analysis that is presented in this report. As such, this report estimates a generic connection count
using a unit rate of 167 gpd that is consistent with the available capacity of the Utility System's
WWTP. A service connection for commercial, industrial, or other types of non-residential
entities would have a different, usually higher, unit flow rate than the rate used to establish the
connection counts in this report.
In conclusion, the inconsistency regarding the reference to and use of an EDU count to confirm
system capacity versus an ERC to assess billing requirements represents a true disconnect
between the intent of both subjects. Furthermore, the Florida PSC confirmed directly with URS
that the term EDU is not officially recognized when establishing or applying connection and/or
user fees. Only the term ERC is recognized by the Florida PSe. Yet the Contract between the
Utility System and the County specifically calls for an EDU count to be conducted per the
requirements of the Florida PSe. While contracting issues related to this subject should be
confirmed and resolved between the County and the Utility System, this report will evaluate if
the vacuum collection system will have sufficient capacity to properly address wastewater
collection for south Stock Island.
2.1.4 Source Data for the Wastewater Flow Analysis
The methodology used to establish estimates for current and future wastewater flows within the
project area consisted of a flow-based analysis using historical potable water use records as
obtained from the Florida Keys Aqueduct Authority (FKAA). Other documents and information
were used to assess where wastewater flows are generated and how they may change through
time. The following provides a summary of pertinent documents, information, and data that
were used for the engineering analysis to estimate wastewater flows for the study area.
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· Flow Records - Potable water flow records for all registered water users within the study
area were obtained from an FKAA database. The database consisted of an MS-Excel
spreadsheet containing over 1,300 lines of individual metered flows that were delivered
to the various properties in the study area. Nearly five years of monthly flow records
were included in the database for the period of October 1999 through May 2004.
· County GIS Database - The County maintains an electronic GIS (Graphic Information
Systems) database, which contains a considerable amount of information related to the
study area as well as the entire Florida Keys. The database was provided to URS as an
important tool to allow the mapping of current and projected wastewater flows to
property locations and land use codes throughout the study area. Platted property
boundaries, right-of-way lines, property IDs, and other important information in the
database were used to prepare graphics and drawings that are presented later in this
report.
· Land Use Maps - Current and future land use maps and associated land use codes were
obtained from the County and reviewed to assess potential issues and impacts associated
with wastewater flow generation due to re-development trends with the study area.
· Master Plans - Two separate Master Plans were reviewed and considered for this study.
These plans include the County's 2000 Wastewater Master Plan as prepared by CH2M
Hill and the Utility System's 1999 Master Plan as prepared by WEe.
In addition to the foregoing documents, URS obtained a considerable amount of supplemental
information and documents during our initial assessment of the vacuum collection system that
was performed in late 2003 as well as more recently during the execution of this project.
Specific information that was available from these documents were used to support the
evaluation of wastewater flows as well as certain aspects related to the conceptual sewer system
configurations presented later in this report. These documents included, but were not limited to,
the following:
· Aerial Photographs of the South Stock Island
· Record Drawings for the Vacuum Collection System
· Contractor Bids and Pay Applications for the Vacuum Collection System
· Current Capacity Analysis Report for the Utility System's WWTP
· Discharge Monitoring Reports for Package Plants
· The Utility System's Wastewater Tariff
· Pending and Anticipated ERC Reservation Counts from WEC
· Influent Flow Strip Charts (total of2) for the Utility System's WWTP
· AIRV AC Design Spreadsheet and Associated Documents
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2.1.5 Description of the Flow-Based Analysis
In order to derive estimates for potential wastewater flows that could be generated at the various
properties within the study area, the FKAA potable water use records described above were used
as the initial data set. A flow matching exercise was first conducted which assigned individual
metered flows to platted properties in the County's GIS database. Since the two databases were
not electronically linked or otherwise coordinated, a manual procedure was used to match flow
records from the FKAA to the individual platted properties in the County's GIS database as
described in further detail below. Following the flow-matching exercise, a series of adjustment
factors were applied to the potable water use records to derive estimates for the wastewater flows
generated by each property.
Initially, URS attempted to automatically match the FKAA flow records using the service
address with the physical location address in the County's GIS database. This initial effort only
produced a 26 percent match of the records. This relatively low matching rate was attributed to
the fact that the FKAA and County GIS databases use different address formats. Other reasons
contributing to the low record match include inconsistent address information between the two
databases and multiple records found for the same address. Therefore, to improve the matching
of records between the two databases, a manual matching exercise was conducted. The
following provides a step-by-step description of the manual flow matching exercise that was
conducted to assign potable water flows to individual properties within the study area.
· Step 1 - An exact address match was initially conducted, whereby two index columns for
the FKAA and County GIS data were created to sort the order of the original data
contained in each database and match each data entry.
· Step 2 - The percent of the exact record match was calculated for the number of users and
their associated flowrates. The remaining portion of unmatched flow records were then
manually distributed to the closest physical address relative to the platted property in the
County GIS database.
· Step 3 - For the remaining unmatched records, the ratio of the overall flow to the matched
flow as summed above from Steps 1 and 2 was calculated and then weighted to the
distributed users to balance the overall flowrate.
· Step 4 - Water flow records for multiple units at the same physical location were summed
to establish the total flow delivered to that location.
Table 2-1 summarizes the results from the manual flow matching exercise with respect to both
percentage matches of individual records and delivered water flows to the properties within the
study area.
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South Stock Island, Monroe County, Florida
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Total Number of Records 1,316 1,316 1,316 1,316 1,316 1,316
Matched Records 1,107 1,271 1,316 1,107 1,271 1,316
Match Ratio (total records) 84% 97% 100% 84% 97% 100%
Total Monthl Flow 11,4 25 11,425 11,425 33,718 33,718 33,718
Matched Monthl Flow 9,088 10,709 11,425 27,259 32,210 33,718
Match Ratio (total flow) 80% 94% 100% 81% 96% 100%
(1) Allflows reported in terms of 1,000 gallons.
Based on the foregoing flow matching exercise, approximately 80 percent of the total flow
records were manually matched to the various properties during the initial step. The match ratio
increased to approximately 95 percent from the second step in the process. The unaccounted
flow balance of 5 percent remaining after the second step is considered nominal and well within
the margin of acceptable error for conceptual planning purposes. Thus, the 95 percent match
achieved through the first two steps in the analysis provides a statistically valid basis upon which
to estimate potential wastewater generation rates for the individual properties. Furthermore, to
ensure to the degree practical that the remaining 5 percent flow contribution to the study area is
taken into account, this contribution was distributed among the properties within the area. Refer
to Appendix E for the results of the manual flow matching exercise including property IDs,
physical addresses, and monthly flows.
Once potable flows were distributed and assigned to each property, a series of adjustment factors
were applied to convert potable water flows into sanitary wastewater flows. The following
adjustment factors were used to derive wastewater generation estimates for each property:
· Wastewater-to-Water Conversion Ratio - Adjustment factors were used to estimate the
portion of water supplied to a property that enters the collection system and becomes
wastewater. The use of potable water for irrigation and washdowns at marinas are
potential uses that could affect the value selected for this ratio. URS was informed that
irrigation practices are fairly limited for the majority of properties in the study area.
Thus, a relatively high conversion ratio of 0.95 was selected and used for the majority of
properties in the area. For certain properties, such as the various marinas where boat
washdowns may have a more significant impact on the quantity of water making its way
into the collection system, a lower conversion ratio of 0.25 was adopted. The use of
internal deduct meters within marinas can be used to adjust the latter factor that was used
for these facilities if this analysis needs to be refined in the future.
· Infiltration & Inflow Adiustment Factor - Infiltration & inflow (1&1) to a collection
system can contribute a significant quantity of additional wastewater to the treatment
plant. The relative quantity of 1&1 can vary significantly and depends on many factors
including, but not limited to, the type of collection system, the age of the system, proper
or inadequate maintenance of the system through time, and the depth of the groundwater
table relative to the piping system. For a new collection system that is properly
engineered and constructed, 1&1 into the system can be considered negligible. This
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assumption was adopted for the new vacuum collection system that was installed to serve
the study area. However, for the older gravity collection system that serves Lincoln
Gardens as well as the on-site gravity systems that feed miscellaneous pump stations and
force mains, a factor was selected and applied to take into account the potential flow
contribution due to 1&1. In WEC's Capacity Analysis report dated December 2003 that
was prepared for the WWTP, wet weather flows observed at the treatment plant were
compared to dry weather flows in an attempt to quantify the flow contribution to the
system due to 1&1. According to the subject report, flows during wet weather conditions
ranged from 12 to 37 percent greater than dry weather flows. Based on this range, URS
selected a 30 percent adjustment factor to take into account potential inflow to the older
gravity collection system during the rainy season. Since a high groundwater table is
always present, an accurate estimate for infiltration into the system could not be
established.
· Instantaneous Peaking Factor - The use of average water supply conditions as the basis to
estimate average wastewater generation rates is an important first step in understanding
the total quantity of wastewater that may be generated by each property during the course
of a typical day. However, peak wastewater flows that occur during the day are
extremely important since peak flows will directly affect the sizing of individual
components within the wastewater collection system. Usually, two substantial
wastewater peaks occur during the day: one in the early morning and a second in the late
evening. Peaks in wastewater flows can also occur at other times, including at and
around the noon hour when people take breaks to have lunch, for example. To account
for peak flows that occur within the study area, an estimated peaking factor of 3.5 was
applied to the average wastewater flows estimated for each property. This factor is
supported based on an analysis of daily flow records provided to URS by the Utility
System, whereby peaks ranged from 3.14 to 3.77. In addition, AIRV AC has adopted the
use of a 3.5 peaking factor for most of the systems that use this technology.
2.2 UPDATED CURRENT W ASTEW A TER FLOWS AND CONNECTION COUNTS
The following section provides the results of the flow analysis for the current condition. The
current spatial distribution of wastewater flows is presented, followed by an inventory of all
large wastewater generators, and estimated connection counts for the study area. The current
condition is defined as calendar year 2004 and includes wastewater estimates for all properties
that are located in the study area, whether or not they are served by the Utility's central sewer
system.
2.2.1 Current Spatial Distribution Mapping of Wastewater Flows
Using the process described above, estimated wastewater flows were derived for the majority of
properties within the study area. Appendix F is an inventory of estimated wastewater flows for
each property for the current condition. Both average daily flows and peak instantaneous flows
for each property is provided in the inventory. A large-size map was prepared and included in
Appendix F to illustrate the distribution and magnitude of average daily wastewater flows that
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South Stock Island, Monroe County, Florida
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could be generated throughout the study area. Table 2-2 summarizes the total wastewater flow
estimates for the current condition. Estimated wastewater flows are segregated between those
properties that were previously served by pre-existing gravity and force mains from those
properties that are located directly adjacent to the existing vacuum system that was recently,
installed (Le., Phases 1, 2, and 3). In addition, any remaining properties that may generate
wastewater but do not fit into these categories, are reported separately under a future phase, i.e.,
Phase 4.
142
114
15
Total Flows 390,000 271
(1) All gpd values were rounded to the nearest 1,000 gallons.
(2) The gravity and force mains are those that were previously present that serve various properties including those
in Lincoln Gardens and others dispersed throughout the study area.
(3) Estimated wastewater flows for Phases 1, 2, and 3 correspond to those properties that are within the area
where the vacuum collection system is installed.
(4) Estimated wastewater flows for Phase 4 correspond to the balance of properties not included in the previous
lines. These properties include those along south Shrimp Road and the western end of 5th A venue.
To reiterate, the map depicting the average daily wastewater generation rates for each property is
important to use as the basis to understand and quantify the total volume of wastewater that each
property may contribute to the Utility System. However, the potential peak wastewater
generation rate for each property is important to confirm in order to ensure that individual
components within the wastewater collection system are properly sized to handle the peak flows
established through the foregoing analysis. The latter data set was subsequently used to assess
potential modifications to the existing wastewater collection system in the conceptual-level
planning process for the alternative sewer system configurations.
It should be noted that there were some properties within the service area for which wastewater
flows could not be established or verified through the foregoing analysis. On the large-size map,
these properties are cross-hatched, but not color coded. Flow records from the FKAA database
could not be matched to the physical addresses of these properties. As such, additional
investigations regarding the quantity of water used by these properties must be conducted in
order to estimate potential wastewater generation rates. Once potential wastewater flows are
estimated for these properties, the updated flow estimates should be incorporated and added to
the remaining flows documented through this study for purposes of completeness.
2.2.2 Identification & Location of Large Wastewater Generators
One of the more important considerations regarding the subsequent analysis of sewer system
configurations is the identification of small versus large wastewater generators. Although
various criteria can be used to define a small versus a large wastewater generator, the criteria
developed and used by AIRV AC was adopted herein to differentiate between a small versus
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South Stock Island, Monroe County, Florida
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larger generator. AIRV AC generally differentiates a small wastewater generator from a large
generator at an average flow of 1,000 gallons of wastewater per day. Thus, a property that
generates less than 1,000 gpd is considered a small generator, while any property that generates
greater than 1,000 gpd was classified as a large generator. This definition for small versus large
wastewater generators is adopted since the central focus of this particular study is the vacuum
collection system from AIRV AC. As such, all principal design considerations that apply to the
vacuum collection system should be consistent with the AIRV AC design standards.
The primary reason why 1,000 gpd is used to differentiate between a small and large wastewater
generator is attributed to the flow capacity available from a vacuum valve pit. This unit, as
described in more detail in Section 3.0 can properly handle up to approximately 1,000 gpd on an
average flow basis. Thus, for any generators that contribute 1,000 gpd or less of wastewater, a
vacuum valve pit would be the most appropriate component to connect the generator to the
central sewer system. For flow contributions that exceed 4,300 gpd on a peak flow basis, but are
less than 43,200 gpd, a buffer tank would be required to properly collect this range of wastewater
flows. For peak flows that exceed 43,200 gpd, a dual valve buffer tank arrangement would be
necessary to properly collect this higher range of wastewater flows. For any wastewater
generators whose average flow contribution exceeds 86,400 gpd, another method should be
considered for wastewater collection, such as a conventional pump station and associated force
main. Thus, there is a maximum flow limitation associated with a vacuum collection system
beyond which another type of wastewater collection strategy must be used.
Table 2-3 presents an inventory of large wastewater generators documented through the flow-
based analysis conducted for the current condition, of which there are a total of 46. Pertinent
information provided in the following table includes the map ill, the corresponding County
parcel ill, the parcel's land use code, the physical address for the parcel, and the estimated
average and peak wastewater flows for each parcel. All entries listed in the following table are
in order or increasing wastewater flows. Bold type entries in the following table represent some
of the 20 properties that were examined as part of this project. (Not all of the 20 properties are
classified as large wastewater generators.)
1001 124350 36 5600 Laurel Ave 1042 3,646
907 133580 02 5432 Fifth Ave 1085 3,797
527 125610 71 5790 Malone Ave 1I05 3,868
92 127250 48 5700 Fourth Ave 1I05 3,866
835 126210 21 5948 Peninsular Ave 1113 3,896
2 123740 25 1135 3,971
821 124530 1I 5611 Macdonald Ave 1I42 3,998
887 125380 25 5585 Second Ave 1199 4,195
933 125740 36 6531 Malone Ave 1298 4,544
1013 125170 17 5450 Macdonald Ave 1343 4,699
406 125750 36 6529 Mac Dondld Ave 1363 4,769
1053 124990 04 1 Sloans Landin 1365 4,778
1016 124140 49 5400 Us 1 Lots 1,2,3,18,19,20 1367 4,783
1150 124550 36 6325 First St 1757 6149
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51 125850 49 6639 Maloney Ave 1823 6,379
749 127060 12 5630 Third Ave 1836 6,426
587 123510 27 5110 Overseas Hwy 1919 6,716
513 132400 08 15230 Overseas Hwy 2046 7,160
677 127470 27 6000 Peninsula Ave 2200 7,700
775 126000 49 8 Peninsular Ave 2209 7,733
756 126060 21 4th Ave & 6440 Maloney Ave 2341 8,193
934 123720 44 700 Shrimp Rd 2419 8,467
611 127510 03 6630 Maloney Ave 2476 8,667
728 124560 36 6125 Second St 2614 9,148
1 127430 04 5960 Peninsula Ave 3000 10,500
1007 127230 19 5505 Fifth Ave 3026 10,590
792 132750 36 5236 Suncrest Rd 3067 10,734
173 133730 02 5446 Fifth Ave 3167 11,083
449 123760 04 Shrimp Road 3870 13,545
318 123800 04 5550 5th Ave 3979 13,926
1081 125770 36 6621 Maloney Ave 4043 14,151
886 123660 48 4239 14,838
650 126970 12 5530 Third Ave 4987 17,454
94 123770 49 5316 18,606
822 124470 36 5671 Mac Donald Ave 5601 19,604
341 124760 25 5620 Macdonald Ave 6506 22,772
131 125350 36 5302 Macdonald Ave 6726 23,541
438 133760 04 7391 25.869
936 123590 12 6810 Front St 8000 28,000
498 124540 36 5700 Laurel Ave 9990 34,964
810 126550 36 5031 5th Ave 11047 38,664
145 125670 36 5727 2nd Ave 12163 42,571
924 126090 36 6500 Maloney Ave 18356 64,247
924 126090 36 6500 Maloney Ave 18356 64,247
1032 126400 03 5501 3rd Ave 41183 144,139
1032 126400 03 5501 3rd Ave 41183 144,139
Total Averae:e and Peak Flows from Lare:e Wastewater Generators 213,425 746,988
( J) Refer to maps in Appendix F for the location of each property and corresponding Map JD number.
(2) Allflows are expressed in terms of gallons per day (gpd).
The total estimated wastewater flow generated by the large users was divided by the total
estimated wastewater flow generated within the study area to estimate the percent flow
contribution attributed to the large generators. Based on this calculation, the large wastewater
generators contribute approximately 58.4 percent of the total wastewater flow within the study
area.
2.2.3 Summary of Current Wastewater Flows and Connection Counts
All estimated wastewater flows for the current condition were categorized into their respective
land use codes and summed to provide a flow estimate for the study area per land use code.
These flows were then divided by 167 gpd to establish a potential connection count for each land
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use code. A summary of estimated wastewater flows and corresponding connection counts per
land use code is presented in Table 2-4.
Based on the above inventory of wastewater flows and connection counts for the study area,
approximately 53 percent of the total estimated wastewater flow is generated by residential
properties, while 39 percent is generated by mix use commercial properties, and 7 percent is
generated by industrial properties. The balance of 1 percent of the wastewater flow is generated
by the remaining land use types, which includes institutional, governmental, and miscellaneous.
The total current connection count for the entire study area was established at approximately
2,335 and includes all of the entities described and inventoried in Table 2-4.
It should be noted that the wastewater flowrates and associated connection counts as presented in
Table 2-4 are for the entire study area of south Stock Island, and includes all properties served
by the pre-existing gravity and force main systems. The estimated quantity of wastewater
associated with the properties served by the pre-existing gravity and force mains was previously
segregated from the remaining study area as summarized in Table 2-2. Through the segregation
of flows, the total average wastewater flow associated with the remaining study area was
estimated at 185,000 gpd for the current condition. Thus, this estimated average wastewater
flow is what should be accounted for when assessing additional wastewater collection
requirements for the current condition in the study area, which includes the vacuum collection
system and any other new collection system needed to serve for Phases 1 through 4. By
excluding Phase 4 flows, the average wastewater flow for the initial three phases would be
164,000 gpd.
Table 2-4 Estimated Wastewater Flows and Connection Counts for the Current Condition
00 50
01 183
02 327
03 2
04 42
08 36
Total Residential
10 54 5,729 34
11 13 2,987 18
12 14 20,867 125
14 1 544 3
17 5 1,817 11
18 1 0 0
19 3 3,466 21
21 4 4,303 26
22 1 985 6
25 13 10,423 62
26 1 100 1
27 8 9,875 59
29 2 557 3
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Table 2-4 Estimated Wastewater Flows and Connection Counts for the Current Condition
41 6 1,724 10
44 9 4,536 27
48 23 9,428 56
49 30 13,780 83
Total Industrial 29,468 176
Grand Total Flow and Count
Phases 1,2, and 3 Flow and Counts
Phase 4 Flow and Counts
390,000
164,000
21,000
2,335
982
126
2.3 W ASTEW A TER FLOW PROJECTIONS AND FUTURE CONNECTION COUNTS
The wastewater flow estimates established above for the current condition were used as the basis
to project flows for the future condition. For the purposes of the following analysis, flow
projections are based on a 20-year planning horizon. Due to the relative amount of uncertainty
regarding the current rate of increase in wastewater flows, which are attributed to the sporadic
and significant re-development efforts that have already started to occur within the study area,
only projections for the 20-year planning horizon are documented herein. Additional studies and
updated evaluations will likely be required every few years to assess the actual rate of growth
within the study area and how this growth will affect future, short-term increases in wastewater
generation.
2.3.1 Projection Methodology and Assumptions
A two-tiered methodology was used to project wastewater flows within the study area. In the
first tier, a reasonable, average growth rate was selected based on information contained with the
County's Master Plan. In that plan, the anticipated growth rate for the study area was estimated
to be approximately 10 percent through a 20-year period. In order to ensure to the degree
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practical that adequate provIsions are made to account for a potential exceedance of this
anticipated growth rate, URS derived a higher rate by applying and distributing a range of
potential growth rates between the various individual properties. For instance, larger growth
rates were applied to those properties, which may be more attractive to investors for purposes of
land re-development, such as waterfront properties and properties bordering U.S. Highway 1.
For these properties, a relatively liberal 20 percent factor was used to address the relatively high
degree of uncertainty regarding potential changes in land use density through time. A lower
growth rate of 2 percent was applied to the majority of the interior properties within the study
area. Upon compositing all projected flows from each property, the resulting aggregate increase
in flow from the current to future condition for all properties within the study area equaled
approximately 18 percent. Through the application and distribution of reasonable multipliers to
current wastewater flows, reasonable consideration is given to the potential increase in
wastewater flows that could occur through the planning horizon for all properties located within
the study area.
For the second tier of this analysis, URS interfaced with WEC to confirm any current, pending,
and/or potential land re-development projects that could have a significant impact on the
projected wastewater generation rates for certain properties. Some re-development projects that
have recently occurred within the study area may have a much larger impact to the increase in
wastewater flows than what could be accounted by the projection rate used in the first tier of the
analysis alone. Thus, this second tier of the analysis is considered extremely important in order
to account for and address larger potential deviations (increases) in flow at certain locations in
the study area. The following examples demonstrate the larger resulting impact to projected
wastewater flows that may occur due to certain land re-development projects.
· Second Tier Flow Proiection Example #1 - It was confirmed that re-development plans
are already underway for Pennisular Marina, which is located at the end of Maloney
Avenue on the southeast end of the study area. The current quantity of wastewater
generated by this property was estimated at approximately 2,200 gpd. If only an 18
percent growth rate were applied to the current wastewater generation rate for this
property per Tier 1, the projected wastewater flow would equal approximately 2,600 gpd.
However, a capacity reservation application was recently submitted to the Utility System
for 110 ERCs. Using a unit flow of 167 gpd per connection, the potential future
wastewater flow from this property could equal 18,370 gpd. Thus, the percent increase in
wastewater flow for this property from the current to future condition could be nearly 700
percent, which far exceeds what could be predicted and justified in Tier 1.
· Second Tier Flow Proiection Example #2 - Another re-development project that
appears to be moving forward is one for Robbie's Marina, which is located at the end of
Shrimp Road on the southern end of the study area. The current quantity of wastewater
generated by this property was estimated at approximately 4,200 gpd. If only an 18
percent growth rate were applied to the current wastewater generation rate for this
property, the projected wastewater flow would be nearly 5,000 gpd, since only a limited
quantity of water is currently used for the existing marina. The developers for Robbie's
Marina have had discussions with KWRU for 70 ERCs. Using a unit flow of 167 gpd per
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South Stock Island, Monroe County, Florida
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connection, the potential future wastewater flow from this property could equal 11,690
gpd. Thus, the percent increase in wastewater flow for this property from the current to
future condition could be 234 percent, which results in a similar change in flow
magnitude as documented in the previous example.
Based on the foregoing examples for the second tier analysis, it is obvious that re-development
trends can and most likely will have a tremendous impact in terms of future wastewater
generation in the study area at certain locations. Table 2-5 provides a summary of select
properties where potential re-development could substantially escalate wastewater flows. The
entries in this table were based on current, pending, and even rumored re-development
possibilities for the properties listed; all of which should be considered during any conceptual-
level planning effort. All entries in the following table were provided to URS by WEe and the
reported flows were based on WEC's ERC counts for each property. The ERC count given to
URS was multiplied by 167 gpd to estimate the total quantity of wastewater that may be
generated by these re-developed properties.
Flow results obtained from the Tier 2 analysis for the properties listed above were either added to
(for new facility construction) or replaced (for property re-developments) the flow estimates
previously calculated during the Tier 1 analysis. Upon combining the wastewater flow
projections from both analysis tiers, a composite wastewater projection rate of approximately 50
percent from the current to future condition is realized. In other words, the sewer collection
system for the study area should be sized to address an additional wastewater flow of 50 percent
when compared to the current rate of wastewater generation for the study area.
This particular result is of special significance since it suggests that wastewater planning efforts
can not rely on simple population projection estimates alone. Furthermore, if re-development
trends are not taken into account for this or other similar sewering projects, the resulting size of a
new central sewer system could be grossly underestimated in some locations, thereby leading to
insufficient carrying capacity to convey wastewater to its intended destination.
Old Race Track
2" Ave. West of the
Stock Island A ts.
McDonald
Next to Coral
Hammock
Laurel Ave.
East of Coral
Hammock
2nd St. East of Malone
10,020
No current development plans known
Pearl Trailer Park
8,350
Potential plans for the expansion of
Coral Hammock onto this property.
Keys Federal
3,750
Plans for Keys Federal Office Building
Standard Marine
(Vacant Lot)
S&V (Vacant Lot)
Hurricane Hole Vacant
Old Drive-in Theater
1,170
1,170
2,000
10,020
No current development plans known.
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South Stock Island, Monroe County, Florida
Page 27 of 73
Safe Harbor West Shrimp Rd.
Peninsular Marine Ent. Peninsular Ave.
11,690
8,350
16,700
18,370
11,690
2,500
12,360
1,840
Stock Island Lobster Maloney Ave, east side
Historic Tours (Vacant) Malone & Peninsular
Oceanside Marina Malone & Peninsular
Vacant Lot Suncrest & Cross
(1) All flows listed are average daily flows.
2.3.2
Spatial Distribution Mapping of the Projected Wastewater Flows
The projected average wastewater flow estimated for each property as described above was used
to replace the current wastewater flow for the corresponding property on the previously
developed distribution map. Appendix G is an inventory of estimated wastewater flows for each
property for the future condition. Both average daily flows and peak instantaneous flows for
each property is provided in the inventory. A large-size map was prepared and included in
Appendix G to illustrate the distribution and magnitude of average daily wastewater flows that
could be generated throughout the study area in the future. Table 2-6 summarizes the total
wastewater flow estimates for the future condition. As reported above for the current condition,
estimated wastewater flows are segregated between those properties that were previously served
by pre-existing gravity and force mains from the remaining properties present in the study area.
230,000
247,000
66,000
Total Flows 543,000 378
(1) All gpd values were rounded to the nearest 1,000 gallons.
(2) The gravity and force mains are those that were previously present that serve various properties including those
in Lincoln Gardens and others dispersed throughout the study area.
(3) Estimated wastewater flows for Phases 1,2, and 3 correspond to those properties that are within the area
where the vacuum collection system is installed.
(4) Estimated wastewater flows for Phase 4 correspond to the balance of properties not included in the previous
lines. These properties include those along south Shrimp Road and the western end of 5th A venue.
2.3.3 Summary of Large Wastewater Generators for Future Condition
Table 2-7 summarizes the number of large wastewater generators that could exist for the future
condition based on the foregoing flow projections and associated methodology. All entries listed
in the following table are in order or increasing wastewater flows. It should be noted that there is
a 13 percent increase in large wastewater generators from the current to the future condition,
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Page 28 of 73
i.e., from 58 to 71 percent between the two conditions. This potential percentage increase may
require that certain portions of the existing vacuum collection system be modified to maintain the
proper proportion of buffer tanks and valve pits to ensure a balanced system. Furthermore, the
relative amount of wastewater flow generated by the various large properties could also increase
through time, thereby necessitating certain additional modifications to the vacuum collection
system. Bold type entries in the following table represent some of the 20 properties that were
examined as part of this project. (Not all of the 20 properties are classified as large wastewater
generators. )
443 126370 10 Fourth Ave 1,030 3,606
443 126370 10 Fourth Ave 1,030 3,606
1001 124350 36 5600 Laurel Ave 1,063 3,719
1001 124350 36 5600 Laurel Ave 1.063 3,719
907 133580 02 5432 Fifth Ave 1,085 3,797
718 132720 10 1,086 3,800
719 132710 10 Sunkrest Rd 1,086 3,800
212 132350 36 6511 Malonv Ave 1,112 3,891
835 126210 21 5948 Peninsular Ave 1,135 3,973
2 123740 25 1,157 4,051
527 125610 71 5790 Maloney Ave 1,160 4,061
821 124530 11 5611 Macdonald Ave 1,165 4,078
453 125520 11 6301 Maloney Ave 1,169 4,092
887 125380 25 5585 Second Ave 1,223 4,279
933 125740 36 6531 Maloney Ave 1,324 4,635
92 127250 48 5700 Fourth Ave 1,381 4,832
406 125750 36 6529 Mae Dondld Ave 1,390 4,864
1016 124140 49 5400 Us 1 Lots 1,2,3,18,19,20 1,394 4,879
1013 125170 17 5450 Macdonald Ave 1,410 4,934
1053 124990 04 1 Sloans Landin~ 1,434 5,017
1150 124550 36 6325 First St 1,792 6,272
749 127060 12 5630 Third Ave 1,873 6,554
587 123510 27 5110 Overseas Hwy 1,957 6,850
233 132640 49 2,004 7,014
513 132400 08 15230 Overseas Hwy 2,087 7,303
51 125850 49 6639 Maloney Ave 2,187 7,655
775 126000 49 8 Peninsular Ave 2,253 7,887
756 126060 21 4th Ave & 6440 Malonev Ave 2,388 8,357
546 124090 10 2,505 8,768
611 127510 03 6630 Maloney Ave 2,526 8,840
728 124560 36 6125 Second St 2,744 9,606
52 125860 41 6639 Maloney Ave 2,791 9,767
1007 127230 19 5505 Fifth Ave 3,086 10,801
792 132750 36 5236 Sunerest Rd 3128 10,948
173 133730 02 5446 Fifth Ave 3,167 11,083
449 123760 04 Shrimo Road 3,947 13,816
318 123800 04 5550 5th Ave 4,058 14,205
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1081 125770 36 4852 16,981
457 126430 10 5,010 17,535
458 126420 10 5,010 17,535
650 126970 12 5530 Third Ave 5,087 17,803
94 123770 49 5,422 18,97
822 124470 36 5671 Mac Donald Ave 5,713 19,996
341 124760 25 5620 Macdonald Ave 6,637 23,228
131 125350 36 5302 Macdonald Ave ' 6,860 24,011
438 133760 04 7,539 26,387
245 124150 10 8,350 29,225
934 123720 44 8,350 29,225
529 127400 18 10,020 35,070
936 123590 12 6810 Front 8t 10,706 37,471
810 126550 36 5031 5th Ave 11,268 39,437
765 123680 44 11,690 40,915
886 123660 48 11,690 40,915
498 124540 36 5700 Laurel Ave 11,988 41,956
145 125670 36 5727 2nd Ave 14,596 51,085
317 123800 04 5550 5th Avenue 18,126 63,442
677 127470 27 6000 Peninsula Ave 18,370 64,295
924 126090 36 6500 Malone Ave 19,274 67,459
1 127430 04 5960 Peninsula Ave 21,610 75,635
935 123730 25 21,710 75,985
1032 126400 03 5501 3rd Ave 43,242 151,346
Total Avera e and Peak Flows from Lar e Wastewater Generators 441,138 1,555,030
(1) Refer to maps in Appendix G for the location of each property and corresponding Map ID number.
(2) Allflows are expressed in terms of gallons per day (gpd).
2.3.4 Summary of Future Wastewater Flows and Connection Counts
All estimated wastewater flows for the current condition were categorized into their respective
land use codes and summed to provide a flow estimate for the study area per the existing land
use codes. These flows were then divided by 167 gpd to establish a connection count for each
land use code. A summary of estimated wastewater flows and corresponding connection counts
per land use code is presented in Table 2-8.
Based on the foregoing wastewater flow projection for the future condition, it is estimated that
3,251 connections may be present at the planning horizon within the study area. As previously
stated and confirmed by the data presented in Table 2-8, future wastewater flows and the
resulting connection count is about 50 percent greater than the current condition.
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Table 2-8 Estimated Wastewater Flows and Connection Counts for the Future Condition
00 50
01 183
02 327
03 2
04 42
08 36
Total Residential
10 54
11 13
12 14
14 1
17 5
18 1
19 3
21 4
22 1
25 13
26 1
27 8
29 2
33 1
35 1
36 20
Total Mix Used Commercial
32,751
4,483
21,285
555
1,895
10,020
3,546
4,389
815
32,044
102
21,558
568
102
622
89,077
223,810
196
27
127
3
11
60
21
26
5
192
1
129
3
1
4
533
1,340
41
44
48
49
6
9
23
30
Total Industrial
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Table 2-8 Estimated Wastewater Flows and Connection Counts for the Future Condition
Grand Total Flow and Count
Phases 1, 2 and 3 Flow and Counts
Phase 4 Flow and Counts
543,000
247,000
66 000
3,251
1,479
395
In a similar manner as reported for the current condition, the wastewater flowrates and associated
connection counts as presented in Table 2-8 are for the entire study area of south Stock Island,
and includes all properties served by the pre-existing gravity and force main systems. The
estimated quantity of wastewater associated with the properties served by the pre-existing gravity
and force mains was previously segregated from the remaining study area as summarized in
Table 2-6. Through the segregation of flows, the total average wastewater flow associated with
the remaining study area was estimated at 313,000 gpd for the future condition. Thus, this
estimated average wastewater flow is what should be accounted for when assessing additional
wastewater collection requirements for the future condition in the study area, which includes the
vacuum collection system and any other new collection system needed to serve for Phases 1
through 4. By excluding Phase 4 future flows, the average wastewater flow for the initial three
phases in the future would be 247,000 gpd.
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South Stock Island, Monroe County, Florida
Page 32 of 73
3.0 ALTERNATIVE WASTEWATER COLLECTION STRATEGIES
3.1 SCREENING OF POTENTIAL ALTERNATIVES
The following section summarizes the results documented in previous engineering studies that
were conducted to support the selection of viable sewer system options as well as those options
that will be considered in more detail in this report. It should be noted that the number of viable
alternatives that could be considered and retained in this report was highly influenced by the
recent installation of the vacuum collection system, which was designed to support the majority
of properties within the study area. With the vacuum system in place, there is reduced
justification to use some of the alternatives described below. However, each alternative potential
sewer system is listed and addressed below along with rational that was used to either retain or
eliminate each alternative for the subsequent conceptual design effort.
3.1.1 Potential Alternatives for Wastewater Collection
There are a number of available options that can be explored to properly sewer a particular area.
Which specific option is ultimately selected and used should be based on a proper engineering
judgement, experience, and analysis to ensure that the system selected is (1) technically feasible
and (2) cost effective compared to the other options considered. The following are viable sewer
options that could potentially be used and applied to the study area:
· Conventional Gravity Collection Sewers
· Small Diameter Gravity Sewers
· Conventional Pump Stations and Force Mains
· Low Pressure Sewers
· STEP Sewers
· Vacuum Collection Sewers
Most of these alternative sewer system configurations were initially considered and evaluated by
one or both of the Master Plans that were previously prepared for the study area. A central
conclusion documented in both Master Plans was that vacuum collection technology would be a
cost effective and reliable means for wastewater collection within the study area. However, the
County's Master Plan, as prepared by CH2M Hill, also indicated that consideration should be
given to the use of conventional pump stations and force mains where needed to properly address
wastewater collection from larger wastewater generators. This latter consideration is important
to take into account for the reasons described in the following screening of alternatives.
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South Stock Island, Monroe County, Florida
Page 33 of 73
3.1.2 Screening of Alternatives
URS reviewed the analyses of alternative sewer system configurations as documented in the
Master Plans and found that the analyses were properly performed and that results from the
analyses were generally well founded. As such, URS concurs with the results and
recommendations presented in the County's Master Plan; i.e., vacuum collection technology
supplemented with pump stations and force mains. The following provides justification and
rational for the potential use or elimination of the alternative sewer system options for the
subsequent conceptual design effort.
· Conventional Gravity Collection System - This traditional approach for wastewater
collection remains one of the most reliable means to route any liquid from one location to
another. By relying strictly on the forces of gravity, any liquid media will flow downhill.
This usually results in an extremely reliable means to ensure proper wastewater
collection, while minimizing energy costs associated with the system. However, the
principal drawback for the application of a large gravity collection within the study area
is the relatively high groundwater table. A high groundwater table substantially
complicates the installation of gravity mains. For proper system construction, gravity
mains must be precisely installed with a certain slope. If the slope established for the
installed pipe were too large, a deeper installation would result, thereby increasing
construction costs. Conversely, if the established slope for the installed pipe were too
small, inadequate drainage of wastewater within the piping system would result, thereby
reducing the functionality and reliability of this option.
Due to the geographic setting of the study area, the ground water table is typically located
only a few feet below local land surface. While construction techniques are available for
gravity main installations in locations that have high water table conditions, the
installation costs can be significant and the progress of such installations can be slow.
This is primarily due to the need to maintain sufficient pumping during main installation
to dewater the open pipeline trench, while limiting the total length of trench that is open
at any given time. Ancillary issues associated with installing pipe under high
groundwater conditions include (1) reduced ability to stabilize the trench bed, (2)
sediment accumulation within the pipe joints and on the gasket materials during field
installation, and (3) adequate stabilization of the pipeline during backfilling operations.
Another disadvantage of installing gravity mains in areas with a high groundwater table
is the potential for increased infiltration into the system through pipe joints. If the system
is properly constructed using sound construction techniques, this is usually not an issue in
the early years of the pipeline. However, as time progresses, the potential for infiltration
into gravity mains increases. The latter issue can occur as gasket materials within
individual joints degrade allowing additional seepage into the mains through time.
Annual maintenance costs will likely increase in the long-term to address this issue,
thereby further increasing the overall costs associated with a conventional gravity system.
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The above considerations regarding the gravity collection option must be qualified by the
total depth of main installation required to properly serve all users within the study area.
URS agrees with the previous studies in as much that it would not be cost effective to
install gravity collection mains within the County right-of-ways to serve all properties.
This course of action would result in relatively deep mains being installed coupled with
multiple lift stations at various locations along the gravity main routes. However, the use
and application of gravity mains at shallower depths below grade can and should be
retained in the conceptual design phase as a potentially viable and cost effective option
for wastewater collection within individual properties. At shallow depths, less
groundwater would be encountered, thus, minimizing the disadvantages described above,
while controlling construction costs within reason.
· Small Diameter Gravitv Sewers - A small diameter gravity sewer system uses an
interceptor tank at each property. The tank is essentially the same as a conventional
septic tank, which retains the majority of solids and grease. The remaining liquid
wastewater flows by gravity out of the interceptor tank and into and through a gravity
collection main similar to a conventional gravity collection system. However, since the
majority of solids and grease are removed by and stored in the interceptor tank, the
resulting gravity main can be smaller in diameter and laid at a flatter slope as compared
to a conventional gravity collection main.
The use of this sewer option is best suited when there is high uniformity of property types
and use within the study area. For example, if most of the properties contained single
family residences that generate low to moderate quantities of wastewater, a small
diameter gravity sewer would be a suitable alternative to explore in further detail.
However, in the subject study area, there is high variability regarding both the number
and types of wastewater generators present. While this option could be potentially
explored to address some users, the resulting percentage of properties served by this type
of system would be relatively low, thereby necessitating that another type of collection
system be considered to address other properties in the area. Exploration of this
alternative would further complicate the piping network that would be located within
County right-of-ways. Also, the resulting number of interceptor tanks associated with
this option could be substantial and require periodic hauling of anaerobic wastes to the
local treatment facility. This latter factor increases administrative and maintenance issues
and costs associated with this alternative. For these reasons, this particular sewer system
option is eliminated from further consideration.
· PumtJ Stations and Force Mains - Wastewater conveyance via pumping has traditionally
been used when there were logistical or cost effective issues associated with the
installation of a gravity collection system. Wastewater collection using a system of one
or more pump stations coupled with force mains mitigates the principal disadvantages
described above for gravity collection mains when there is a high groundwater table.
This option can be explored nearly without limit regardless of the quantity of wastewater
that could potentially be generated. In recent history, pre-engineered pumping systems
have been developed and are available to provide a cost-effective option to address low to
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moderate wastewater volumes. This particular sewer system configuration is generally
categorized as a low pressure sewer system and is described in more detail below. For
larger wastewater quantities, a variety of pumping units are commercially available that
could be installed in field-constructed pump stations to ensure proper wastewater
conveyance.
One disadvantage associated with this particular option is the need for backup power to
improve the reliability of wastewater collection. Good engineering design practice
usually dictates that for any mechanical system that requires electricity for proper
operation, a secondary or auxiliary source of power should be provided. The Florida
Administrative Code also has specific backup power requirements and provisions for
wastewater pump stations. Backup power can be addressed either through an on-site
emergency generator or an emergency power receptacle located on the station's control
panel that can be used to connect a portable generator. For the former, an emergency
generator would be provided complete with a fuel storage tank to ensure a sufficient
back-up power supply for a certain period of time. For the latter, a portable generator
would be deployed to a station that looses power to maintain operation of the station.
Usually, one portable generator would be needed for every pump station that is not
equipped with a dedicated generator system. Obviously, this specific requirement for a
backup power supply for each pump station increases the overall capital cost associated
with this option.
Thus, the use of pump stations remains a viable and cost effective option that should be
retained and considered on a case-by-case basis during the conceptual planning phase.
However, considering the implications associated with back-up power requirements for
pump stations will likely limit the use of pump stations when compared to other
wastewater collection alternatives. As such, the use of pump stations should be
considered and limited to only those properties that generate a significant quantity of
wastewater and/or where other collection options may not be feasible.
· Low Pressure Sewers - This type of wastewater collection system involves the use of
multiple pump stations feeding a common force main. Each pump station is equipped
with one or two small grinder pumps that route wastewater from individual properties
into a common force main. Since each pump station usually serves only one or perhaps
two single-family residences (or their equivalents), the station and its associated pumps
are usually relatively small units. The pump stations themselves are usually installed
on private property and collect wastewater from only that property.
Low pressure sewers are ideal for a collection of properties that are nearly identical to
one another with respect to the type of entity on the properties; i.e., all residential entities.
However, the total number of users that can be connected to one low pressure sewer
system is generally limited, since the pressure of the system increases as additional users
are added. This is perhaps the most significant factor in limiting the application of this
particular sewer option for the study area. The variation in both the size of the various
properties within the study area and the type of entities on each property would severely
preclude the successful application of this option. Also, the total number of properties
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that are present in the study area would require that multiple low pressure sewers be
installed, further complicating the network of piping that would have to be installed.
Lastly, the resulting number of small pump stations that would be installed throughout
the study area would be significant and could lead to substantial operation and
maintenance issues through time. For these reasons, this option is eliminated from
further consideration.
· STEP Systems - As a small diameter gravity sewer is similar to a conventional gravity
sewer, a STEP system is similar to a conventional pump station and force main system.
The term STEP stands for Septic Tank Effluent Pumping. In this type of system, an
interceptor (septic) tank is used to retain the majority of solids and grease. The remaining
liquid wastewater is routed into a small pump system, which transfers it into and through
a small force main. Since the majority of solids and grease are removed by and stored in
the interceptor tank, the pump does not need to grind the solids as in a conventional
pressure system.
While this system could be considered as a viable, cost effective option for the study
area, there are various drawbacks associated with it. First, an interpretation of results
from various studies on effluents from STEP systems suggests that the quality of
wastewater routed out of the interceptor tank can vary significantly from the quality of
mixed wastewater. Combining wastewater from STEP systems with mixed wastewater
from other sources and collection systems could have a detrimental impact to the overall
biological treatment efficiency of the treatment plant. Second, similar to the small
diameter gravity sewer option, this alternative would result in a large number of
interceptor tanks located throughout the service area, thereby necessitating periodic
hauling of accumulated wastewater sludge and increasing maintenance requirements.
Lastly, since a pumping system is required for this option, the need to address backup
power provisions may apply. For all of these reasons, this option is eliminated from
further consideration.
· Vacuum Collection Systems - In a vacuum collection system, ambient air coupled with a
high vacuum is used to collect wastewater from individual properties and route it to a
central collection point for subsequent transfer to its ultimate destination for treatment
and disposal. The vacuum collection system that was recently installed to serve the
properties within the study area contains the following principal components: (1)
vacuum pump station, (2) wastewater receiver (interceptor) tank, (3) wastewater transfer
pumping system, (4) vacuum collection headers, (5) vacuum valve pits, and (6) buffer
tanks. Figure 3.1 is a schematic diagram for the first four components summarized
above. A description of all of these components follows:
~ Vacuum Pumps - These units comprise the heart of the overall vacuum collection
system. A set of vacuum pumps is used to maintain an extremely high vacuum
level (e.g., 15 to 25 inches of mercury) within the collection mains that compose a
vacuum collection system. The vacuum pumps are rated and sized to create a
certain volumetric air flow rate through the collection piping system. A critical
design factor related to the sizing of the vacuum pumps is the air-to-wastewater
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ratio needed to ensure proper collection of the total wastewater volume that could
be generated in the area served by the vacuum system. For the AIRV AC system,
a 3: 1 air-to-wastewater ratio is used to ensure proper collection of wastewater.
That is, for everyone unit of wastewater that must be collected, three units of air
are required to transfer the wastewater within the system. The units used to
compare air and wastewater volumes must be expressed on a common basis, i.e.,
cubic feet per minute (cfm) or gallons per minute (gpm). Thus, once the total
wastewater volume is established, the size of the vacuum pumps in terms of air
flow (usually in cfm) can be calculated and selected.
~ Wastewater Interceptor Tank - This tank serves to separate air from wastewater
once it reaches its final destination within the collection system. This tank also
partially serves to dampen peak instantaneous flows that may occur within the
vacuum collection system. The air-wastewater mixture enters the tank, where the
wastewater falls to the bottom of the tank and is retained. Air continues to be
routed through the tank by the vacuum exerted on it from the vacuum pumps
described above. The vacuum pumps extract all air from the interceptor tank and
route it out of the system through a stack pipe.
~ Wastewater Transfer Pumps - A set of submersible wastewater transfer pumps are
installed within the wastewater interceptor tank. These pumps are used to
periodically extract wastewater from the tank and route it to the headworks of the
Utility System's WWTP. Liquid level probes installed within the tank are used to
activate and tenninate the operation of the pumping system as needed.
~ Vacuum Headers - A system of vacuum headers are used to route wastewater
from individual properties to the wastewater interceptor tank described above.
The total number and length of vacuum headers are established through a formal,
site-specific, engineering design process to address wastewater collection
requirements for all properties within the study area. During the design process,
particular attention and consideration must be given to properly document all
large wastewater generators that may be located along a particular vacuum header
route if buffer tanks are to be consistently used to address wastewater collection
from each of these properties.
~ Vacuum Valve Pits - A valve pit is one of two types of hydraulic connections that
are used to transfer wastewater from atmospheric pressure into the vacuum
collection system. Valve pits are typically located in close proximity to the
sources that generate wastewater. Figure 3-2 illustrates a typical valve pit as
manufactured by AIRV AC. Wastewater is usually routed by gravity from the
originating source, such as a residential entity, through a lateral and/or system of
collection mains. Wastewater flows out of the gravity system and into the sump
portion of the valve pit where it collects. A probe is used to sense the relative
level of wastewater within the sump and at a certain level, the probe triggers the
vacuum valve assembly to open. Once the valve is opened, the wastewater within
the sump is exposed to the high vacuum present within the vacuum header, which
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is attached to the valve pit. The wastewater, in turn, is extracted from the valve
pit by a high vacuum along with some air that serves as the motive force that
moves wastewater through the vacuum collection system. Air at ambient pressure
is supplied to the valve pit via a vent pipe installed upstream of the valve pit on
the service laterals. Once the majority of wastewater in the valve pit is removed,
the probe closes the vacuum valve thereby terminating the transfer of wastewater
into the vacuum collection system. This cycle repeats itself as additional
quantities of wastewater are generated. A valve pit can adequately transfer
approximately 1,000 gpd of wastewater on an average flow basis and has an upper
flow (peak) capacity of 3 gpm.
~ Buffer Tanks - A buffer tank is the second type of hydraulic connection used to
transfer wastewater from atmospheric pressure into the vacuum collection system.
A buffer tank is essentially the same as a valve pit with one major difference. The
sump capacity for a buffer tank is substantially more that what can be provided by
a valve pit. The vacuum valve assembly and associated controls are similar to
those found in a valve pit. Figure 3-3 illustrates a typical buffer tank as specified
by AIRV AC. A buffer tank is typically used when the average daily flow begins
to exceed the capacity available from a valve pit. The primary purpose of the
buffer tank itself is to dampen extreme peak flows generated by larger residential
properties and commercial/industrial entities before routing wastewater into the
vacuum collection system. A buffer tank can be used to address peak
instantaneous flows of up to 30 gpm (43,200 gpd) that are routed to the tank via
one or more service laterals. When wastewater flows exceed this limit, a dual
buffer tank, or dual valve buffer tank arrangement must be used. It should also be
noted for technical reference and clarity, that a 3-inch valve assembly is typically
used for a standard buffer tank. This valve has a continuous flow-rated capacity
of 15 gpm. This would be the actual transfer rate of wastewater from the buffer
tank to the vacuum header.
The existing vacuum collection system that was recently installed within the study area
contains all of the components described above. The vacuum pump station and
associated wastewater transfer system are located at the Utility System's WWTP site. All
mechanical components for the vacuum collection system at this location utilize power
from the local power grid and have a dedicated backup power supply. There are a total of
six vacuum headers that are routed along various streets in the study area to provide
sewer system service to the majority of the properties (refer to Figure 2-1). Of the six
headers, two headers merge into two other headers in such a manner that only four
headers approach the vacuum pump station.
The existing vacuum collection system also has a total of 71 valve pits and 15 buffer
tanks at various locations along the vacuum headers to collect wastewater from the
majority of properties in the study area. However, valve pits and/or buffer tanks were not
provided at 20 larger properties. For these properties, a vacuum stub-out from the
vacuum mains was installed. Per feedback from the Utility System, the vacuum stub-outs
would be used to extend vacuum lines onto some of the larger private properties. Table
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3-1 is a list of those properties where vacuum stub-outs were provided in anticipation that
these properties would extend the vacuum collection system onto them.
One final and important consideration regarding the use of vacuum collection systems is the
relative number of buffer tanks that can be used. Per design limitations associated with the
technology, AIRV AC recommends that the flow contribution from buffer tanks not exceed
25 percent of the total system flow. While this flow limitation is stated as an official guideline
for design purposes, the limit can be exceeded to some degree on a case-by-case basis.
However, this limit should be maintained in order to safeguard the operational reliability of the
system. If the limit is exceeded, there is greater risk that the requisite air-to-wastewater ratio
within the vacuum collection system would be reduced to such a level that there would be
insufficient air to maintain the transfer of wastewater through the piping system. Thus, while the
vacuum collection system can address wastewater collection from large generators through the
use of buffer tanks, there is a flow limit beyond which other alternative sewer systems must be
explored or an extension of the vacuum collection mains using multiple valve pits must be relied
upon to ensure proper wastewater collection from all large generators.
1 Lots 3 and 4 Malone A venue 130
2 6401 Malone Avenue 14,600
3 6621 Malone Avenue 4,850
4 6700 Malone Avenue 410
5 5600 Laurel Avenue 1,060
6 6800 Malone A venue 7,540
7 6531 Malone Avenue 4,640
8 5236 Suncrest Road 3,130
9 6440 Malone A venue 2,390
10 5960 Peninsula Avenue 3,000
11 6529 Malone Avenue 1,390
12 5300 MacDonald Avenue 6,860
13 5950 Peninsula Avenue 790
14 6500 Malone Avenue 19,270
15 Stock Island TP 500
16 6511 Malone Avenue 1, 11 0
17 5671 MacDonald Avenue 5,710
18 6125 Second Street 2,740
19 5700 Laurel'Avenue 11,990
20 6325 First Street 1,820
21 Total 93,930
(J) Boyd's Campground upgraded their on-site gravity system and will use a dedicated pump station located in the
ROW to transfer wastewater generated on this property to the Utility System.
(2) A vacuum stub-out was provided and would serve a dual valve buffer tankfor Harbor Shores Condo
Association Condo Association. This buffer tank has not been installed to date pending completion of a
contract between the Utility System and the property owner association for this property.
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3.1.3 Retained Alternatives for Conceptual Design
Based on the foregoing evaluation of sewer alternatives, three options were retained for
consideration, in some capacity, for the conceptual sewer system configurations presented in this
report. These alternatives include the following along with a brief description regarding how
each may be used in the conceptual design process:
· Gravity Collection - As stated above, a gravity system offers an extremely reliable
method for wastewater collection, while minimizing energy and overall maintenance
costs. This option will be explored primarily as a means to collect wastewater within
individual properties. However, due to depth limitations and associated capital costs to
install, the use of deeper gravity collection mains within County right-of-ways to collect
wastewater from multiple properties will not be considered.
· Vacuum System - As indicated above, and as supported by the previous Master Plans, a
vacuum collection system is a viable and cost effective approach for wastewater
collection. Since a substantial vacuum collection system has already been installed to
support the majority of properties within the study area, there is added emphasis to utilize
this system to the maximum extent possible. Therefore, the existing vacuum collection
system will be included in each conceptual configuration presented in this report and
utilized as needed to efficiently address wastewater collection.
· Pump Stations - Due to flow limitations associated with the vacuum collection system as
described above, the use of pump stations to serve certain properties is retained for
further consideration. Flow limitations include the 25 percent flow contribution cap via
buffer tanks as well as those properties that generate more wastewater than what could be
properly collected by the vacuum collection system. Furthermore, based on feedback
received from various property owners and County officials, there is a perception that a
series of pump stations and one or more force mains may be preferable than relying only
on the vacuum collection system. In order to evaluate the use of pump stations against
the vacuum collection system, a conceptual configuration of a parallel pump station and
force main system is developed and presented.
It should be noted that as many options as possible were retained for the conceptual design effort
described and presented in this report. If one or more options listed above were summarily
eliminated without due consideration, specific limitations or restrictions may be realized and/or
the resulting sewer system configuration may not be the most cost effective one that would
ultimately be recommended for the study area. Thus, the resulting conceptual configurations
developed for each of the following wastewater collection strategies include a mixture of the
options described above in an attempt to address these potential concerns.
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3.2 STRATEGY #1: MAXIMIZE USE OF VACUUM COLLECTION SYSTEM
3.2.1 Introduction of Possible Configurations
There are two possible configurations that were identified for this wastewater collection strategy.
The first configuration is the same one previously recommended by the Utility System, whereby
segments of the existing vacuum collection system would be extended onto private properties.
This option would most likely require that easements be established within private properties to
facilitate access for the Utility System to the vacuum system components located on these
properties. While this configuration has received considerable scrutiny, criticism, and debate in
the past, URS has established that it is a viable option that could be used to ensure proper and
reliable collection of wastewater within the study area.
A second configuration identified for this strategy is one in which the majority of vacuum
collection components are configured and sited within County right-of-ways. URS, working in
conjunction with CH2M Hill during the peer review process for this project, established that the
existing vacuum collection system could be modified to serve the majority of the large properties
from the right-of-way without the need to extend the vacuum collection system onto the private
properties in most, but not all cases.
A description of the conceptual sewer system configurations is presented below. For each
configuration, a discussion is provided regarding recommended modifications that should be
considered to the existing collection system within the right-of-ways to properly support
wastewater collection from all properties in the study area for the current condition.
Subsequently, additional modifications that may be necessary to address additional wastewater
collection for various properties in the future are presented. In addition, confirmation of the
existing hydraulic capacity of the vacuum collection system that was recently installed is
provided as a basis to support either conceptual sewer system configuration proposed in this
report for this strategy.
3.2.2 Confirmation of Existing System Configuration and Capacity
An important aspect for this study was to confirm the existing configuration and available
capacity associated with the existing vacuum collection system. It is important to document this
information so that a proper evaluation can be provided to assess if the system is properly
configured while having sufficient capacity to properly serve all properties within the study area.
Sufficient system capacity should be available to support both the current and future wastewater
generation rates documented in this report.
In order to assess the available system capacity of the vacuum collection system, it was first
necessary to inventory all principal components in the system. Table 3-6 provides a summary of
the various components that comprise the existing vacuum collection system. The quantities
listed in Table 3-2 were based on information obtained and documented in the October 16, 2003
URS assessment report prepared for the County.
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Wastewater Interce tor Tank
Submersible Wastewater Transfer Pum s
12 Vacuum Blowers 4
(1) The listed quantities were based on the Engineer's (Weiler Engineering) Final Tabulation.
Once all components were inventoried, the available design capacity of each component was
assessed. Confirmation of available capacity per component was obtained directly from
AIRV AC. URS provided AIRV AC with the spatial wastewater distribution maps for the study
area for the current and future conditions, which were used as the basis to develop possible
system modifications. The wastewater flows presented on these maps differed from flows that
were previously used by WEC to develop the initial configuration of the vacuum collection
system. This is due in part to the methodology used to estimate and document wastewater flows
from the various properties in the service area. AIRV AC used the maps in an attempt to modify
the system to serve all properties, while performing a standard hydraulic analysis of the system.
As URS evaluated and prepared the conceptual sewer system configurations presented
previously in this report, AIRV AC worked on a parallel track to modify the system to support
wastewater collection from all properties in the service area.
AIR V AC indicated that they were unable to configure the system to serve all properties within
the study area to the detail that URS developed and presented in this report due to the number of
unknown or unconfirmed field conditions. This was due primarily to the fact that AIRV AC
could not confirm and/or coordinate the location of individual properties from the maps prepared
by URS to their internal system design documents. The design documents that AIRV AC has
used to date were based on business name or type of property. However, AIRV AC was able to
confirm certain aspects regarding the use and modification of the system to serve all properties
within the study area. Original documentation and feedback that AIRV AC provided to URS,
inclusive of their design calculations, is provided in Appendix L for reference. The following
provides a summary of AIRV AC's evaluation of the capacity for each principal component in
that comprises the vacuum collection system:
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· Vacuum Pump Capacity - The vacuum pump station has a total of four pumps. One of
these pumps serves strictly as a redundant or backup unit in event that one of the other
pumps fail for any reason. The remaining three pumps operating in a parallel
configuration would produce the maximum wastewater collection capacity for the
system. Since each pump is rated to produce an air flow rate of 455 cubic feet per minute
(cfm), the maximum available air flow capacity produced by the three vacuum pumps
would be 1,365 cfm. At this rate, AIRV AC indicated that approximately 33 percent of
additional vacuum piping volume can be installed on the existing system based on the
available capacity of the existing vacuum pumps. This piping limitation is based on the
need to maintain adequate air flow through two-thirds of the total pipe volume of the
collection system. The remaining one-third of the pipe volume would be used to transfer
wastewater through the system. Thus, if more than 33 percent of additional collection
pipe volume were needed to support the conceptual sewer system configuration, an
additional vacuum pump would have to be installed or one or more of the existing pumps
would have to be replaced with larger units. For the projected future wastewater flows,
only 10 percent more vacuum piping could be installed to serve additional users.
· Wastewater Transfer Pumps and Interceptor Tank - These components of the vacuum
collection system were sized based on the estimated peak: flow that the system may
experience. Per AIRV AC, these components are sized based upon a peak flow rate of
825 gpm (1,200,000 gpd). Based on the conceptual configuration developed for the
vacuum system that would serve all properties within the study area, peak: flows for the
current and future conditions were estimated at 602,000 and 1,135,000 gpd, respectively.
Based on these estimated wastewater flows, the existing wastewater transfer pumps and
interceptor tank should be adequately sized to support all properties in the study area
through the planning horizon.
· Vacuum Headers - Friction losses within Vacuum Header A & B approaches the
maximum acceptable value for the future wastewater collection condition. If wastewater
flows are accurately projected and distributed for the future condition, this vacuum
header should be able to adequately continue to support the properties it serves. Friction
losses within the remaining Vacuum Headers remain within reason, thereby indicating
that all of the remaining headers can be relied upon to collect wastewater from those
properties in the study area that are located near a header.
· Buffer Tanks - One of AIRV AC's greatest concerns is the amount of flow that could be
introduced to the system via buffer tanks. Large quantities of wastewater input due to
infiltration & inflow via these connections could potentially reduce system vacuum levels
within the immediate area surrounding the input, thereby jeopardizing proper wastewater
collection in that area. In other words, if large quantities of 1&1 are routed into the
system via one or more buffer tanks (which would typically serve the larger properties),
increased potential of sewage overflows at nearby locations served by the system would
result. For this reason, the Utility System is rightly justified to require that any gravity
system that feeds a buffer tank is properly constructed to industry standards so as to limit
the quantity of 1&1 that could enter the vacuum collection system.
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3.2.3 Strategy #lA: Extension of Vacuum Systems on Private Properties
As previously proposed by the Utility System, a potential option to complete the sewering effort
is to extend vacuum lines from the existing vacuum headers that are located within County right-
of-ways onto private properties. A series of vacuum stub-outs were provided during initial
construction of the existing vacuum collection system to facilitate these extensions onto private
properties.
The extension of vacuum lines onto private properties would consist of installing a relatively
small diameter pipe (typically three to four inches ID) within the limits of the property. A series
of vacuum valve pits would be sited at appropriate locations within each property to serve all
existing units that could generate wastewater. Each vacuum valve pit would be connected to the
four-inch diameter vacuum line. In order to establish the final hydraulic connection to make the
on-site system complete, new or rehabilitated service laterals would be used to route wastewater
from individual units to the vacuum valve pits. Depending on the total number of units and their
location relative to one another, the individual laterals may be routed directly into a valve pit or
through an intermediate manhole structure. Shallow manholes may be necessary prior to a
vacuum valve pit to reduce the total number of piping connections needed for an individual valve
pit. An atmospheric vent line would also be provided for each gravity lateral that feeds a valve
pit. As stated above, proper easements would need to be established to allow access by the
Utility System to all on-site vacuum mains as well as any vacuum valve pits. Figure 3-4
illustrates a general piping schematic for this general piping system configuration.
Appendix H contains a large-size plan that illustrates a conceptual piping system configuration
for this strategy for the current condition, whereby vacuum lines would be extended onto private
properties. This plan shows all modifications that are recommended to the existing vacuum
collection system within the confines of the County right-of-ways. (Details regarding the sewer
concept plans for the on-site properties are provided below.) Recommended modifications to the
vacuum collection system within County right-of-ways include the relocation of vacuum stub-
outs to support the conceptual layouts developed for the on-site systems as well as additional
valve pits within the right-of-way to address wastewater collection from other properties. Based
on the conceptual configuration developed for this strategy, 28 percent of additional vacuum pipe
volume would be added to the existing system to support the current condition.
A complete list of proposed modifications to the vacuum system within the right-of-way for this
conceptual sewer system configuration is provided below in Table 3-3.
Table 3-3 Proposed Current Modifications to the Vacuum Collection System within County ROWs
2
Add new valve pit to vacuum header, A6- VI
Extend vacuum system main to property line
from MacDonald Ave.
Extend vacuum system main to property line
from 2nd St.
Extend vacuum main and add valve pit, E8-Vl
4th Ave and 2nd St., property ID 751
Water's Edge Colony, Laurel Ave. and 2nd St.
3
4
Water's Edge Colony, Laurel Ave. and 2nd St.
Southeast on Maloney from 4th Ave. to property ID
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Table 3-3 Proposed Current Modifications to the Vacuum Collection System within County ROWs
5
Extend vacuum main E7 to property line from
Front St.
Extend vacuum main F3 northwest on Maloney
and to ro ert line
1035 and 442.
Liz's Trailer Park, 4 Ave and Front St., property ID
756
Maloney Ave., property adjacent to Boyd's, property
ID 437
6
7
8
Install new vacuum header south on Shrimp Rd Shrimp Rd., property ID's 886 to 119
Add new valve pit on Shrimp Rd, C9-V31 Shrimp Rd., property ID's 119 and 935
Install new vacuum header south from WWTP
on Front St. and to ro ert line
Note: Refer to map in Appendix H for exact property location per property ID number.
9
Front St., property ID 61
Details regarding the on-site configuration of the vacuum system are included on a series of
smaller graphics located in the Appendix I. In general, one ll-inch-by-17-inch concept plan is
provided for each of the properties where the vacuum system would be extended onto the
property. Each concept plan provided for the individual properties illustrates potential routes
that could be further explored during final engineering design for the installation of the on-site
vacuum mains and valve pits as well as upstream service laterals and manholes that may be
needed to gravity drain wastewater to individual valve pits. It should be noted that the number of
vacuum valve pits established for each property was based upon the flow analysis results
documented in Section 2.0 of this report. The estimated wastewater peak: flow established for
each property was divided by the rated peak: flow rate for a valve pit, which established how
many pits would be needed for each property.
The following conditions and qualifications are noted regarding this particular concept plan:
· The vacuum system was not extended onto all of the properties that were to originally be
connected to the Utility System's central vacuum collection system. One of these
properties was Boyd's Campground. During the last year, Boyd's upgraded their on-site
gravity collection system to meet requisite industry standards and has installed a
dedicated force main and a section of new gravity main. A pump station will be
constructed to convey all wastewater generated at Boyd's through the force main that will
ultimately lead to the Utility System's WWTP. The Utility System has accepted this
specific change to their original sewer system plan for the study area.
· Due to the proximity of Roy's Trailer Park to the Utility's WWTP and given that
relatively large quantities of wastewater are already routed to one pump station located
near the southern property line, this particular property will be served by a dedicated
pump station. The existing lift station on the property that currently routes wastewater
into the on-site package plant would likely need to be upgraded to ensure that wastewater
can be routed into an existing force main within the adjacent ROW that leads to the
WWTP. A land easement would be established to provide the Utility with adequate
access to the pump station.
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· Another property where the vacuum system was not extended onto it was the Harbor
Shores Condo Association. The Utility System has proposed that a dual valve buffer tank
be installed within the right-of-way to collect all wastewater generated by this property.
To date, a buffer tank has not been installed pending the execution of a formal service
contract between the Utility System and the property owners of the Harbor Shores Condo
Association. However, based on current feedback from the Utility System, it is assumed
that this arrangement would be provided to support this property under this conceptual
sewer system configuration. As such, all wastewater generated on this property will be
routed either by pumping or gravity to the County right-of-way where it will be collected
by a dual valve buffer tank.
· There have been discussions about extending sewer service to Oceanside Marina via the
existing vacuum collection system. Similar to the other properties, the Utility System has
proposed that vacuum mains be extended onto this property. WEC has proposed that the
two existing on-site pump stations be converted into and used as buffer tanks to serve the
existing users on the property. (The ability to use and convert the existing pump stations
into buffer tanks would have to be further evaluated and confirmed between WEC,
AIRV AC, and KWRU.) As future development of this property occurs, an appropriate
number of valve pits may be needed to serve new condominium units. For this strategy,
it is assumed that the above vacuum components will be installed. If this proposed
configuration is adopted, the property would need to establish easements to allow the
Utility System access to the two on-site pump stations and the associated segments of
new vacuum mains. Per feedback received from CH2M Hill, it should be noted as a
matter of record that the BOCC authorized the transfer of a buffer tank that was
originally reserved for Oceanside Marina to Harbor Shores Condo Association.
· For all remaining large properties excluding those considered in this report, it is assumed
that the vacuum collection system would be extended onto these properties at the
appropriate time to support the overall wastewater collection effort for the study area.
The ultimate configuration for these remaining on-site systems would be dependent on
the total number and types of units constructed on these properties and their relative
location to one another. Thus, while the total wastewater flow for these properties were
accounted for as described in Section 2.0 of this report, the physical on-site configuration
of the vacuum collection system is not detailed herein.
· Estimated costs associated with this conceptual sewer system configuration were
segregated between those components that would be installed within the right-of-way and
those that would be installed on private properties. The estimated costs to extend the
vacuum collection system on individual properties were segregated per property
according to the conceptual layouts illustrated on the individual concept plans in the
referenced appendix. In this manner, the estimated cost to each property owner is
presented for review and consideration. Also, all costs associated with modifications to
the existing vacuum collection system within the right-of-way are presented.
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South Stock Island, Monroe County, Florida
Page 47 of 73
To address the eventual need to collect additional wastewater volumes from certain properties
through time, URS assessed additional modifications to the vacuum collection system that may
be necessary for this option. These modifications would address wastewater collection from
many of the properties that may be redeveloped within the planning horizon. Additional
modifications may be required to continue to support proper wastewater collection from other
properties within the study area that may generate larger wastewater quantities than what occurs
currently. The large-size plan presented in Appendix H depicts the various modifications that
may be necessary to support additional wastewater generation for the future condition. Based on
the conceptual configuration developed for this strategy for the current condition, 5 percent of
additional vacuum pipe volume would be added to support the upgraded configuration for the
future condition. Thus, the total additional vacuum pipe volume that would be added to the
existing vacuum collection system to support both the current (28 percent) and future (5 percent)
configurations of the system would be approximately 33 percent.
A complete list of potential future modifications to the vacuum system within the right-of-way
for this conceptual sewer system configuration is provided below in Table 3-4.
Future development extend vacuum system to
to ert line
Add new Valve Pit to existing stub AI-VI8
Future development extend vacuum system header
to ro ert line
Future development extend vacuum system header South side of 2" Ave, North of 5 St., 457 and
to ro ert line 458
Add new valve pit to vacuum header A6-V2 4th Ave east of 2"d St, 443
Add new valve pit to vacuum header C2-V2 Sunshine St
Add new valve pit to vacuum header C4- V2 5th St North of 3rd Ave
Future development extend vacuum system header Possible Coral Hammock expansion 3 St and
to ro ert line Laurel Ave.
Future development extend vacuum system header Keys Federal Office Building, Laurel Ave. and 2"
El to ro ert line St.
Future development extend vacuum system header Standard Marine vacant lot, I st Ave. East of
E5 to ro ert line Malone
Future development extend vacuum system header S&V vacant lot, Maloney Ave and 2" St., property
E5 to ro ert line ID 453.
Future development extend vacuum system header Historic Tours vacant parcel, property ID's 480 to
F2 to ro ert line 483
Add new valve pit to vacuum header, FI-V8 Peninsula Ave., property ID's 143, 144 and 740
Future development extend vacuum system header Peninsula Ave. Stock Island Lobster, property ID
Fl to ro ert line 765
Note: Refer to map in Appendix H for exact property location per property ID number.
Table 3-4 Potential Future Modifications to the Vacuum Collection System within County ROWs
2
Suncrest Rd east of Cross St property ID Sky link
3
North side of MacDonald A ve West of 3rd St., 245
4
5
6
7
8
9
10
11
12
13
14
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South Stock Island, Monroe County, Florida
Page 48 of 73
3.2.4 Strategy #lB: Minimize Vacuum Components on Private Properties
A variation of this wastewater collection strategy is to modify the existing system that is present
by installing additional valve pits directly within the County right-of-ways to serve the large
properties. This particular configuration was developed to minimize how much wastewater
infrastructure would be installed on private properties, while attempting to minimize the total
cost that individual property owners would incur. It should be noted that a defensible concept
plan is presented below that can be further explored and considered to support the majority of
large properties which were evaluated as part of this study. However, due to the overall
configuration of some of the larger properties, it was not possible to apply this concept plan to all
of the properties. Yet, the inability to apply this configuration to 100 percent of the larger
properties should not preclude this option from being considered, since it could directly benefit
many of the properties under study.
In this concept plan, a series of mini-gravity collection systems would be configured within the
confines of each property to collect wastewater via gravity and route it to the closest possible
location in the County right-of-way, where a series of vacuum valve pits would be located. The
individual valve pits would collect wastewater routed to them from the mini-gravity systems and
transfer it into the central vacuum collection system. As indicated above in the screening of
alternatives, gravity collection remains a viable and cost effective solution if the overall depth of
the pipes within the system remain relatively shallow compared to the groundwater table. Under
these conditions, installation costs remain within reason and comparable to costs associated with
the installation of an on-site vacuum line. Similar to the previous option, a system of gravity
laterals and mains would be configured to properly collect wastewater from each on-site entity
with manholes sited where necessary to ensure proper access to the on-site system for purposes
of inspection, repair, and maintenance. Figure 3-5 illustrates a general piping schematic for this
general piping system configuration that would replace the configuration illustrated above in
Figure 3-4.
Appendix J contains a large-size plan that illustrates a conceptual piping system configuration
for this strategy, whereby multiple valve pits are installed within the right-of-way to support the
on-site mini-gravity collection systems. This plan shows all modifications that are recommended
to the existing vacuum collection system within the confines of the County right-of-ways.
(Details regarding the sewer concept plans for the on-site properties are provided below.) The
primary difference between this conceptual configuration and the previous one described above
is that a larger number of vacuum valve pits have been relocated from private properties into the
County right-of-ways along with individual gravity lines feeding each valve pit from the
properties. Otherwise, the same modifications to the vacuum system listed above are identical to
those for this option. Based on the conceptual configuration developed for this strategy, 25
percent of additional vacuum pipe volume would be added to the existing system to support the
current condition. This volume is less than that associated with Strategy #lA, since the vacuum
system was not extended onto private properties.
A complete list of proposed modifications to the vacuum system within the right-of-way for this
conceptual sewer system configuration is provided below in Table 3-5.
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Wastewater Collection System Evaluation
South Stock Island, Monroe County, Florida
Page 49 of 73
Table 3-5 Proposed Current Modifications to the Vacuum Collection System within County ROWs
2
3
4
5
Add new VP AI-V6 to stub plus 3 additional vp's
to header AI-VI5, 16 and 17
Add new Valve Pit to Vacuum Header AI-VII
Add eight new Valve Pits to Vacuum Header Al-
V2, A3-Vl to A3-V4 and A4-V4 and 5
Add new valve pit to vacuum header A6-Vl
Add two new valve pits to header, EI-V2 and El-
Vll
Extend header E East on Laurel Ave and add 5
new valve its, EI-VIO to EI-VI4
Add new valve pit to header E on 2nd St, E2- V2
Add 8 new valve pits to header E on MacDonald
Ave, E3-V5 to E3-V12
Add 6 new valve pits to header, E3- VB to E3-
V18
Add buffer tank to stub, E3-B6
Add two valve pits to existing stubs, E4- VI and
E4- V2.
Leo's Campground, property ID 792
Stock Island TP, property ID 959
Overseas TP, property ID 131
4th Ave and 2nd St. property ID 751
Gomez Trailer Park, Laurel Ave., property ID
1001.
Water's Edge Colony TP., Laurel Ave., property
ID 498.
Water's Edge Colony TP., Laurel Ave., property
ID 498.
Water's Edge Colony TP., Laurel Ave., property
ID 498.
Sunheaven TP, MacDonald Ave and Maloney
Ave, ro ert ID 822
Tropic Palms, MacDonald Ave and 151 St, property
ID 728
Woodson's # 1 and #2 Trailer Parks, 151 Ave and 151
St.
Southeast on Maloney from 41 Ave. to property
ID 1035 and 442.
Liz's Trailer Park, 4 Ave and Front St. property
ID 756
Harbor Shores Condo Association, Maloney Ave.,
Pro ert ID 438.
EI Mar RV, Maloney Ave., Property ID 332.
Coconut Grove, Maloney Ave., Property ID 1081
Lots 3 & 4 Maloney Ave., (Area east of Styrons)
ro ert ID 778
Styrons TP, Maloney Ave., property ID 212
Ocean Spray TP, Maloney Ave., property ID 406
Hideaway TP, Maloney Ave., property ID 933
Maloney Ave., property adjacent and southeast of
Bo d's, ID 437
6
7
8
9
10
11
12
Extend vacuum header and add valve pit, E8- VI
Shrimp Rd
Shrimp Rd property ID's 119 and 935
Whitehead St. property ID 61
13
Add three new valve pits to header, E7-Vl to V3
Add new double buffer tank to vacuum header,
F3-B5
Add valve pit to existing vacuum stub, F3-VIO
Add valve pit to existing vacuum stub, F3-V6 and
add an additional 5 valve pits to vacuum header,
F3-V15 to F3-V19
14
15
16
17
Add valve pit to existing vacuum stub, F3- V8
Add valve pit to existing vacuum stub, F3-Vll
and add an additional valve pit to vacuum header,
F3- V20
Add valve pit to existing vacuum stub, F3-V12
and add an additional valve pit to vacuum header,
F3-V21
Add valve pit to existing vacuum stub, F3-V9 and
add an additional valve pit to vacuum header, F3-
V22
18
19
20
21
Extend vacuum header and add valve pit, F3- V23
22
23
24
Extend vacuum header south on Shrimp Rd
Add new valve pit on Shrimp Rd, C9- V31
Extend vacuum header south from WWTP on
Whitehead St. and add valve it GI-Vl
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South Stock Island, Monroe County, Florida
Page 50 of 73
Note: Refer to map in Appendix J for exact property location per property ID number.
Details regarding the on-site configuration of the mini-gravity collection systems themselves are
included on a series of smaller graphics located in Appendix K. Like the foregoing option, one
ll-inch-by-17 -inch concept plan is provided for each of the properties where mini-gravity
collection systems would be installed. Each concept plan provided for the individual properties
illustrates a potential configuration for service laterals, gravity mains, and manholes that may be
needed to gravity drain wastewater to the individual valve pits that would be located within the
right-of-way under this option. The approximate location for each valve pit that would be within
the County right-of-way is also shown on the individual concept plans for each property.
The following conditions and qualifications are noted regarding this particular concept plan:
· For the same reasons stated above for the previous option, a new on-site system for
Boyd's Campground, Harbor Shores Condo Association Condo Association, and Roy's
Trailer Park were not developed since these properties already have a competent on-site
collection system that can be used.
· Due to the physical configuration of Oceanside Marina, coupled with uncertainty
regarding how this property may ultimately be redeveloped, the proposed configuration
described above for Strategy #lA will be used and applied to this property for this
strategy, i.e., conversion of the existing pump stations (total of 2) to buffer tanks and
installation of additional vacuum pits to serve all on-site users, as necessary through time.
· For all remaining large properties, it is assumed that the vacuum collection system would
be extended onto these properties at the appropriate time to support the overall
wastewater collection effort for the study area. This is the same qualification presented
above for the previous option and is considered appropriate for purposes of this
conceptual planning effort.
· Similar to the above option, estimated costs associated with this conceptual sewer system
configuration were segregated between those components that would be installed within
the right-of-way and those that would be installed on private properties. The estimated
cost to configure the on-site mini-gravity collection systems for the individual properties
were segregated per property according to the conceptual layouts illustrated on the
individual concept plans in the referenced appendix. In this manner, the estimated cost to
each property owner is presented for review and consideration, and can be compared to
the costs estimated for the previous option. Also, all costs associated with modifications
to the existing vacuum collection system within the right-of-way are presented.
To address the eventual need to collect additional wastewater volumes from certain properties
through time, URS assessed additional modifications to the vacuum collection system that may
be necessary for this option. These modifications would address wastewater collection from
many of the properties that may be redeveloped within the planning horizon. Additional
modifications may be required to continue to support proper wastewater collection from other
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Engineering Report
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South Stock Island, Monroe County, Florida
Page 51 of 73
properties within the study area that may generate larger quantities than what occurs currently.
The large-size plan presented in Appendix I depicts the various modifications that may be
necessary to support additional wastewater generation for the future condition. Based on the
conceptual configuration developed for this strategy, 4 percent of additional vacuum pipe
volume would be added to the conceptual configuration developed for the current condition to
support the upgraded configuration for the future condition. Thus, the total additional vacuum
pipe volume that would be added to the existing vacuum collection system to support both the
current (25 percent) and future (4 percent) configurations of the system would be approximately
29 percent, which is less than the volume estimated for Strategy #1A.
A complete list of potential future modifications to the vacuum system within the right-of-way
for this conceptual sewer system configuration is provided below in Table 3-6.
Table 3-6 Potential Future Modifications to the Vacuum Collection System within County ROWs
Pearl TP., MacDonald Ave West of3rd St., 245
Old Race Track 2n Ave, North of 5 St., 457 and
458
4th Ave east of 2nd St, 443
Front St., property ID 76
Sunshine St., property ID's 252, 254, 255 and 257
Extend header north on 5 St from 3r Ave.,
ro ert ID's 259, 261 and 262.
Future development extend vacuum system header Keys Federal Office Building, 2n St and Laurel
E1 to ro ert line Ave.
Future new development extend vacuum system Standard Marine vacant lot, 151 Ave. East of
header E5 to ro ert line Malone
Future new development extend vacuum system S&V vacant lot, Maloney Ave and 2n St., property
header E5 to ro ert line ID 453.
Future development extend vacuum system header Peninsula Ave. Stock Island Lobster, property ID
F1 to ro ert line 765
Future development extend vacuum system header Peninsula Ave. Peninsular Marine Enterprises,
F1 to ro ert line ro ert ID 677
Note: Refer to map in Appendix J for exact property location per property ID number.
2
Future development extend vacuum system header
to ro ert line
Future development extend vacuum system header
to ro ert line
Add valve pit to vacuum header A6- V2
Add new valve pit to vacuum header A8- V2
Add two new valve pit to existing stub C2-V1, 2
3
4
5
6
Extend vacuum header and add VP, C4-V2
7
8
9
10
11
3.3 STRA TEGY #2: UTILIZE PARALLEL FORCE MAIN SYSTEM
3.3.1 General Description of Parallel System Configuration
This second wastewater collection strategy involves serving the majority of large wastewater
generators with a second parallel system to the existing vacuum collection system. For this
strategy, various pump stations would be sited at strategic locations within the study area. These
stations would receive wastewater either by gravity or force mains from nearby properties. A
system of new force mains would be installed to route all wastewater from each pump station to
the Utility System's WWTP. Figure 3-6 is a schematic illustrating this parallel piping system
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South Stock Island, Monroe County, Florida
Page 52 of 73
configuration. If possible, existing force mains within the area could be used as part of the force
main network proposed for this strategy. However, a complete hydraulic analysis of this piping
arrangement would need to be conducted to confirm if sufficient capacity were available from
the existing force mains. It is assumed that all force mains and pump stations associated with
this strategy would be owned and operated by the Utility System.
Through the exploration of this strategy, existing on-site gravity systems at the larger properties
could continue to be used, although upgrades and proper rehabilitation work may be necessary to
ensure that these systems meet industry standards and the general requirements of the Utility
System. For the majority of larger properties with package plants, wastewater would be re-
routed from the on-site plants to a new pump station properly sited within the County right-of-
ways, if possible. For other properties that have existing septic systems, a new gravity collection
system would need to be developed to collect wastewater from individual locations on the
property and route it to a pump station. If existing on-site pump stations are used to route
wastewater into the force main system within the right-of-way, such would be the case for
Oceanside Marina, an easement(s) would have to be established for the on-site stations and force
mains to allow the Utility System access for purposes of operation and maintenance. In addition,
the capacity of any existing pumping system would need to be confirmed to ensure that the
existing pumping units could be used or if larger pumps would be needed.
Appendix M is a large-size plan that illustrates a conceptual piping system configuration for this
strategy, whereby multiple pump stations are installed within County right-of-ways to support
the various on-site gravity collection systems. This plan shows all work that would be required
within the confines of the County right-of-ways. (Details regarding the gravity sewer concept
plans for the on-site properties are provided below.) It should be noted that modifications to the
vacuum collection system itself would be restricted only to those identified to properly serve the
various properties within the study area that would not be served by one of the proposed pump
stations. However, the majority of all components associated with the parallel force main system
would be completely new work that would have to be designed and installed to establish this
second, parallel wastewater collection system. A complete list of proposed modifications to the
vacuum collection system within the right-of-way is provided below in Table 3-7. Refer to the
following section that provides an inventory of all new pump stations and force mains that would
be required to support this wastewater collection strategy.
Details regarding the configuration of the on-site gravity collection systems themselves are
included on a series of smaller graphics located in Appendix N. In a similar manner to the
foregoing strategies, one ll-inch-by-17 -inch concept plan is provided for each of the properties
where new or reconfigured gravity collection systems would be installed. Each concept plan
provided for the individual properties illustrates a potential configuration for service laterals,
gravity mains, and manholes that may be needed to gravity drain wastewater to the pump stations
that would be located within the right-of-way under this option. The configuration of the on-site
gravity systems differ from those presented above for Strategy #lB since all wastewater would
be collected within one integrated gravity system before being transferred to the pump station
within the right-of-way.
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This option was explored in order to evaluate whether a second parallel system would be a cost
effective approach to address wastewater collection from the larger properties without relying
solely on the existing vacuum collection system. This option would eliminate the need to extend
the vacuum collection system onto private properties as well as negate the need for additional
buffer tanks. However, one of the principal drawbacks identified with this option is that a
parallel force main system would reduce capacity requirements for the vacuum collection
system. Since it has already been established that the vacuum system has sufficient capacity to
serve all properties within the study area, reducing the amount of wastewater that the vacuum
collection system would otherwise be able to transfer would result in under utilization of the
vacuum system. This fact coupled with the costs associated with installing a parallel force main
system and multiple pump stations significantly reduces the economic feasibility of this option.
Table 3-7 Proposed Modifications to the Vacuum CoUection System within County ROWs
1
2
3
Add new Valve Pit to Vacuum Header AI-VII
Add new valve pit to vacuum header A6-VI
Add two new valve pits to header, EI-V2 and
EI-VII
Add two valve pit to existing stubs, E4- VI and
E4- V2
Stock Island TP, property ID 959.
4th Ave and 2nd St. property ID 751.
Gomez Trailer Park, Laurel Ave., property ID 1001.
Woodson's #1 and #2 Trailer Parks, 1 st Ave and 1st
St.
Southeast on Maloney from 4 Ave. to property ID
1035 and 442.
Liz's Trailer Park, 4 Ave and Front St. property ID
756.
EI Mar RV, Maloney Ave., Property ID 332.
Lots 3 & 4 Maloney Ave., (Area east of Styrons)
ro ert ID 778.
Styrons TP, Maloney Ave., property ID 212.
Ocean Spray TP, Maloney Ave., property ID 406.
Hideaway TP, Maloney Ave., property ID 933.
Maloney Ave., property adjacent and southeast of
Bo d's, ID 437.
4
5
Extend vacuum header and add valve pit, E8- VI
Front St., property ID 76.
Sunshine St., property lD's 252, 254, 255 and 257.
Extend header north on 5 St from 3r Ave., property
lD's 259, 261 and 262.
Pearl TP., possible Coral Hammock expansion,
North side of MacDonald Ave West of 3rd St., 245.
6
7
8
Add three new valve pits to header, E7-VI to V3
Add valve pit to existing vacuum stub, F3-VlO
Add valve pit to existing vacuum stub, F3- V8
Add valve pit to existing vacuum stub, F3- VII
and an additional valve pit to vacuum header,
F3- V20
Add valve pit to existing vacuum stub, F3-VI2
and an additional valve pit to vacuum header,
F3-V2I
Add valve pit to existing vacuum stub, F3-V9
and an additional valve pit to vacuum header,
F3- V22
Extend vacuum header and add a valve pit, F3-
V23
9
10
11
12
13
14
15
Add new valve pit to vacuum header A8-V2
Add new valve pit to vacuum header C2- VI
Extend vacuum header and add VP, C4-V2
Future development extend vacuum system
header on ro ert
16
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South Stock Island, Monroe County, Florida
Page 54 of 73
3.3.2
Inventory of Pump Stations and Force Mains
Based on the conceptual design prepared for this wastewater collection strategy, a total of
19 pump stations would be installed at various locations within the right-of-way as illustrated on
the large-scale plan previously referenced. Figure 3-7 illustrates a typical configuration for a
duplex pump station. It is also assumed that each pump station would be equipped with an
emergency generator receptacle and that there would be one emergency generator available from
the Utility System for each pump station to address power reliability issues. In addition,
approximately 10,570 linear feet of new force main ranging in size between 2 to 6 inches in
diameter would be installed to route all wastewater from each pump station to the Utility
System's WWTP. Table 3-8 summarizes all of the new components associated with the second
parallel system.
Table 3.8 Proposed Pump Stations and Force Mains within County ROWs
2
Add pump station, AI-PSI, and manifold force
main to existin force main on Cross St.
Add pump station, E3-PS8 on MacDonald Ave.,
and extend a force main to existing force main
s stem on 151 St. and 151 Ave.
Add pump station, E3-PS9 on MacDonald Ave.,
and extend a force main to proposed force main
s stem on MacDonald Ave., and 151 St.
Add force main system from WWTP south on
Malone Ave. to Peninsula Ave.
Add pump station, F3-PSI2 to proposed force
main s stem on Malone Ave.
Add pump station, AI-PSI8 and manifold to
ro osed force main s stem.
Add pump station, E7-PS13 and manifold to
existin force main s stem on Front St.
Leo's Campground, Suncrest Rd., property ID
792.
Water's Edge, MacDonald Ave., property ID 498.
Sunheaven TP, MacDonald Ave., property ID 822.
Oceanside Marina, Peninsula Ave., property ID 1.
Coconut Grove, Maloney Ave., property ID 1081.
Tropic Palms, MacDonald Ave., property ID 728.
Liz TP., East of 4 Ave. and Front St., property ID
756.
3
4
5
6
8
Extend Force Main System from existing on 5
A ve., and Shrim Rd. south on Shrim Rd.
Add pump station, C9-PS4 at end of Shrimp Rd.
and manifold to ro osed force main s stem.
Add pump station, C9-PS5 on Shrimp Rd. and
manifold to ro osed force main s stem.
Add pump station, C9-PS6 on Shrimp Rd. and
manifold to ro osed force main s stem.
Add pump station, ClO-PS7 west of Shrimp Rd.
and manifold to ro osed force main s stem.
Add force main system south from WWTP on
Whitehead St. and add urn station GI-PSlO.
Shrimp Rd.
Shrimp Rd., property ID 886 and 934.
Shrimp Rd., property ID 124,449,952,246 and
648.
Shrimp Rd., property ID 935 and 119.
Shrimp Rd., property ID 94, 2 and 908.
10
11
12
13
14
Old race track, 2nd Ave., property ID 457 and 458.
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Table 3-8 Proposed Pump Stations and Force Mains within County ROWs
17
Extend proposed force main system east on
eninsuIa Ave. and install urn station FI-PSI6.
Add pump station, AI-PSI8, extend force main
and manifold to existin force main on Cross St.
Add pump station, AI-PSI9, extend force main
and manifold to existin force main on 5th Ave.
Add pump station, AI-PSI7, extend force main
and manifold to proposed force main on
MacDonald Ave. and 2nd St.
Add pump station, F3-PS21, and manifold to
ro osed force main on 5th Ave.
Add pump station, F3-PSI6, extend force main
east on Peninsula Ave., and manifold to proposed
force main on Malone Ave.
Old drive-in theater, 5th Ave., property ill 529.
18
19
Pearl TP., possible Coral Hammock expansion,
MacDonald Ave., property ill 245.
20
Maloney Ave., property ill 52 and 53.
21
Peninsular Marine Enterprises, Peninsula Ave.,
property ill 677, 765
3.4 OPINION OF PROBABLE COSTS
An opinion of probable costs was prepared for each alternative wastewater collection strategy
described above for all properties that should be sewered under Phases 1, 2, and 3. A separate
capital cost estimate was prepared for Phase 4 of the conceptual systems developed for each
strategy. Estimated costs were developed for both the capital work associated with the
recommended modifications to the existing vacuum collection system (both within the right-of-
way and on individual properties) as well as annual operation and maintenance (O&M) costs
associated with each strategy. These cost estimates were compiled and subsequently used to
generate life-cycle cost estimates for each alternative.
All capital cost estimates developed and presented below are based on the current wastewater
flow condition for Phases 1, 2, and 3, and separately for Phase 4. There is greater certainty and
overall understanding to be able to support and defend the conceptual configurations developed
for the current condition as compared to the future condition. Accurate cost estimates for the
future condition cannot be developed at this time for a few reasons. First, the potential increase
in construction costs through time as a consequence of market fluctuations cannot be easily
quantified with respect to either materials or labor. Second, the actual amount and type of
infrastructure that may be needed in the future to properly support all properties could vary
significantly from that presented in this report. For the latter, an accurate understanding
regarding when specific work (i.e., new main installations, modifications to the system, etc.)
would be required in order to project and program costs. Thus, if cost estimates were developed
for the future wastewater condition, they would likely not be accurate or useful in evaluating the
future condition for the reasons stated above.
3.4.1 Capital Cost Estimates for Alternative Strategies
Estimates for capital costs associated with each alternative wastewater collection strategy were
developed. A master spreadsheet workbook was prepared to inventory and summarize the
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various capital costs associated with each strategy. Each workbook was organized into the
following sheets for purposes of clarity and review:
· Roll-up Summary Sheet
· Right-of-Way Sheet
· Individual Property Sheets (total of 20)
The Roll-up Sheet provides a concise summary of the remaining costs associated with the current
sewering effort for each strategy, both within County right-of-ways and on the selected private
properties that were considered in this study. Individual lines on this sheet report the total cost
associated with each of the remaining sheets in the workbook. Detailed quantity take-offs and
unit costing for the proposed work within the County right-of-ways is provided on the Right-of-
Way Sheet. These take-offs were inventoried specifically for Phases 1, 2, and 3 of the vacuum
collection system. Similarly, detailed quantity take-offs and unit costing for the proposed work
within the 20 private properties is provided on the Individual Property Sheets. Appendices 0, P
and Q provides the capital cost estimate spreadsheet workbooks for the three strategies
evaluated. Table 3-9 provides a summary of the estimated capital costs associated with the
conceptual wastewater collection strategies developed in this report.
Table 3-9 Estimated Capital Costs for Each Wastewater Collection Strategy
Area East of Styron's $28,600 $21,700 $2,700
Boyd's Campground $153,800 $153,500 $153,500
Coconut Grove Trailer Park $151,400 $147,500 $134,100
El Mar R V Park $74,000 $74,000 $69,700
Gomez Trailer Park $43,300 $39,700 $38,400
Harbor Shores Condo Association $60,600 $60,600 $55,300
Hideaway Trailer Park $62,400 $56,100 $44,300
Leo's Campground $137,600 $100,100 $138,100
Liz's Trailer Park (E. of Front St.) $75,700 $60,900 $56,100
Oceanside Marina $89,100 $89,100 $58,900
Ocean Spray $54,700 $45,500 $43,500
Overseas Trailer Park $327,000 $271,000 $299,100
Pozzi #2 Trailer Park $41,100 $41,100 $26,200
Roy's Trailer Park $54,000 $54,000 $54,000
Stock Island Trailer Park $35,400 $33,100 $31,400
Styron's Trailer Park $48,100 $46,900 $51,200
Sunhaven Trailer Park $105,000 $103,400 $76,800
Tropic Palms Trailer Park $101,800 $102,500 $96,800
Waters Edge Colony Trailer Park $379,200 $260,200 $257,300
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Table 3-9 Estimated Capital Costs for Each Wastewater Collection Strategy
Wood sons Trailer Park (1 & 2) $111,900 $77,900 $53,200
Subtotal On-Site $2,106,000 $1,817,00Q $1,738,000
Total Capital Costs $2,381,000 $2,594,000 $5,388,000
(1) All capital costs for the individual line items were rounded to the nearest $100, with the exception of the totals
where were rounded to the nearest $1,000.
(2) Capital cost estimates do not include any field testing, final engineering, or system closure and abandonment
costs.
(3) Capital cost estimates include system rehabilitation costs for each property.
(4) Of the total estimated conceptual costs related to the ROW infrastructure, approximately $163,000 is associated
with Boyd's force main and pump station. Capital has already been spent by Boyd's to install these
components in County owned property.
(5) The capital costs reported above are specific to Phases 1,2 and 3 of the study area. Additional costs would
occur associated with Phase 4.
Unit costing for the various line items in the cost estimates, such as gravity mains, vacuum
mains, valve pits, etc., were based on average contractor unit pricing that was submitted for the
recent construction work related to the installation of the vacuum collection system. To account
for potential changes in unit costing since the contractor pricing data was submitted, as well as to
account for potential changed field conditions that may result in slightly higher capital costs for
any of the options, a 31 percent contingency factor was applied to all capital cost estimates. This
contingency factor includes an 11 percent escalation factor to adjust the 2002 unit pricing data to
2004 US dollars. The remaining 20 percent in the contingency factor addresses unknown or
changed field and other uncertainties that may affect the final cost to complete the work.
It should be noted that all previous capital expenditures associated with the existing vacuum
collection system were not taken into account in the cost estimates presented herein. (Any
capital that was previously spent to date on the sewering effort was considered vested.) Only
costs associated with the additional work and modifications recommended in this report were
taken into account. Through this approach, the resulting life-cycle cost analysis will be able to
confirm how to proceed with completing the sewering effort from this point onward in the most
cost effective manner.
At the request of Monroe County, a rough capital cost estimate was estimated for the conceptual
infrastructure that was considered and developed in this report for Phase 4. The capital cost
estimates for Phase 4 were based numerous assumptions since pending redevelopment of the
majority of properties that would be served by the infrastructure in this phase has not yet been
initiated and/or completed at the time of report submittal. As such, Phase 4 capital costs may not
be as accurate as those developed for Phases 1, 2 and 3. A more detailed evaluation of Phase 4
infrastructure and resulting costs should be made once actual development plans for properties in
this area of the island are finalized. For the two modifications developed in this report for
Strategy #1, the approximate capital cost to extend service via the existing vacuum system range
from $885,000 and $923,000. For Strategy #2, the approximate capital cost to extend sewer
service via force mains and pump stations was estimated at $547,000.
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3.4.2 Annual O&M Estimates for Alternative Strategies
Estimated annual O&M expenses for each alternative wastewater collection strategy were
developed. Primary annual O&M expenses include (1) labor costs to operate, monitor, and
maintain the wastewater collection system(s), (2) energy costs associated with operating the
various mechanical equipment such as the vacuum blowers and pumping units, and (3) material
costs associated with the replacement of any components. The primary assumptions made to
support each of these O&M components follows:
· Labor - Labor requirements will vary between the various wastewater collection
strategies. Feedback regarding the amount of time needed to operate and maintain the
components within the vacuum collection system was obtained from AIRV AC. For the
strategy involving the alternative parallel force main system, a reasonable annual
manhour estimate was established based on the total number of pump stations associated
with this strategy. For all labor cost estimates, a burdened unit labor rate of $65 per hour
was used, which includes the base salary, payroll taxes, and fringe benefits.
· Power - Power use will also vary between the various collection alternatives. The total
amount of wastewater flow that would be transferred through the vacuum collection
system was used to estimate power costs to run the vacuum blowers and the wastewater
transfer pumps. A unit power cost of $0.085 per kW -hour was used.
· Material Costs - Material costs include spare parts and/or replacement units that may be
needed during the life of the project. An annual monetary allocation for materials that
may be required through the life of the project was estimated. These materials include
annualized cost for the replacement of the primary mechanical equipment components
(e.g., blowers, pumps, etc.), replacement parts and materials for the various mechanical
units, vacuum valve assemblies, and other miscellaneous items.
To adequately address increasing power costs through time as a consequence of installing
additional collection system components, such as vacuum valves and/or pumping units, and
transferring additional wastewater quantities through the collection system, a median value for
the wastewater flow for the planning period was estimated. The median flow over the planning
period was estimated by taking the average wastewater flows estimated for the current and future
planning conditions and averaging these values. For Strategy #2, estimated wastewater flows
that would be transferred in each system were segregated in order to estimate power costs for the
vacuum collection system versus the parallel force main system. Table 3-10 summarizes the
average wastewater flows for the two wastewater collection strategies.
Table 3-10 Estimated Median Wastewater Flows for the 20-Year Planning Period
2
Vacuum
Vacuum
Force Main
247,000
99,000
148,000
164,000
86,000
78,000
205,000
92,000
113,000
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Appendix R provides a breakdown of the various O&M costs for the various wastewater
collection strategies. Table 3-11 is a summary of the estimated annual O&M costs for each
wastewater collection strategy. For each strategy, an estimated cost is presented for each of the
O&M components described above.
Table 3-11 Estimated Annual O&M Costs for Each Wastewater Collection Strategy
Labor
10% Contingency
$64,500
$16,100
$9,900
$90,500
$9,000
Total $99,500
(1) All values were rounded to the nearest $100.
(2) Annual O&M costs reported above are specific to Phases 1,2 and 3 of the study area. Additional costs
would occur associated with Phase 4.
Subtotal
$64,500
$16,100
$9,900
$90,500
$9,000
$99,500
$78,400
$9,600
$19,800
$107,800
$10,800
$118,600
Power
Materials
3.5 LIFE-CYCLE COST ANALYSIS OF ALTERNATIVES
Using the estimated capital and annual O&M expenses summarized above, a life-cycle cost
analysis of each wastewater collection strategy was performed for Phases 1, 2, and 3. This
analysis combines capital costs with annual O&M expenses so that the overall cost of each
alternative can be assessed and compared to one another on a consistent basis in order to
establish which alternative is the most cost-effective solution. The alternative identified as the
most cost-effective solution is usually recommended unless other considerations require that
another option be explored. Since ancillary issues were identified for this particular study (refer
to Section 1.1.3), these issues should also be considered along with the cost estimate for each
alternative when making a recommendation on the most suitable option.
The life-cycle cost analysis conducted for this study used the estimated annual O&M costs over
the 20-year planning period. All annual O&M costs for a particular alternative were converted to
a Present Worth value using a discrete compounding method, which was then added to the
estimated capital cost for that alternative. Once all costs were combined, the total cost was
divided by the total quantity of wastewater estimated for the alternative in order to provide a
life-cycle unit cost estimate in terms of wastewater generation. An interest rate of 8.0 percent
was used for the analysis, which is an average rate that could result over the relatively long
planning period as market conditions fluctuate. While the actual long-term average interest rate
may vary from that used in this analysis, the use and application of a specific and consistent rate
to each alternative will prove the relative cost-effectiveness of each option considered.
Table 3-12 is a summary of the total capital, present worth annual O&M, and resulting life-cycle
costs for each alternative. The current wastewater flow estimated for the planning period was
used to report the unit life-cycle costs, as noted in the following table. Actual life-cycle costs for
the collection system will likely be greater than those reported below since capital expenses
associated with future modifications are not taken into account for the reasons stated above.
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However, since modifications that may be needed in the future would be similar between the
various alternatives, the exclusion of these costs should not have a significant effect on the
overall life-cycle cost analysis.
Table 3-12 Estimated Life-Cycle Costs for Each Wastewater Collection Strategy
Initial Capital Cost Investment $2,381,000 $2,594,000
Present Worth Annual O&M Cost $976,900 $976,900
Total Life-Cycle Cost $3,357,900 $3,570,900
Phase 1, 2, and 3 Current Flow (gpd) 164,000 164,000
Unit Life-Cycle Cost ($/1,000 gallons) $20,500 $21,800
(1) All costs listed in the table, except for unit costs, were rounded to the nearest $1,000.
(2) The life-cycle costs reported above are specific to Phases 1,2 and 3 of the study area. Additional costs
would occur associated with Phase 4.
(3) Sunk capital costs associated with the existing vacuum collection system are not included in the above cost
estimates.
$5,388,000
$1,164,400
$6,552,400
164,000
$40,000
Based on the foregoing life-cycle cost analysis, the most cost effective option to complete the
sewering effort appears to be Strategy 1. It is noteworthy that the cost effectiveness of the two
modifications associated with this strategy are close to one another since both are very similar
with respect to the total amount of infrastructure improvements required. The principal
difference between the two options of Strategy 1 lies primarily in how the costs are distributed
based on the conceptual sewer configurations developed for the 20 subject properties. Key
conclusions and recommendations regarding which option should be considered for
implementation are provided in Section 4.0.
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4.0 CONCLUSIONS AND RECOMMENDATIONS
This section summarizes key conclusions and recommendations regarding the engineering
analysis of the south Stock Island sewer collection system. In addition, specific proposed actions
for the completion of the sewer system are presented. Expansion requirements for the WWTP as
a consequence of expanding sewer service to the majority of properties on south Stock Island are
also addressed.
4.1 KEY CONCLUSIONS
Based on an evaluation of the results documented in this report, URS offers the following
conclusions with respect to the completion of the sewering effort for the study area.
Estimated Wastewater Flows and Connection Counts
· A connection count for the study area's current condition was estimated at 2,335. This
value was based on a total estimated wastewater generation rate of approximately
390,000 gallons per day (gpd) and a unit connection rate of 167 gpd. For the future
condition at the 20-year planning horizon, the connection count is projected to be 3,251,
which corresponds to approximately 543,000 gpd. The estimated average daily
wastewater generation rates were based strictly on the flow analysis conducted for this
study, whereby potable water supplied to the area was used to establish approximate
wastewater generation rates.
· In order to establish the total net wastewater flow and associated connection count for
that portion of the study area that requires sewer service via the central vacuum collection
system (as well as any supplemental collection systems), estimated wastewater flows
from properties that were previously served by a central gravity and/or force main system
were subtracted from the totals listed above. From this adjustment, the total net average
wastewater flows and associated connection counts for the current and future condition
associated with Phases 1, 2, and 3 versus Phase 4 were estimated and summarized below
in Table 4-1.
Table 4-1 Summary of Net Estimated Wastewater Flows and Connection Counts
Average Wastewater Flows (gpd)
Net Connection Counts
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· A peaking factor of 3.5 was used to escalate the above reported average daily wastewater
generation rates in order to establish peak instantaneous rates that may occur during the
day from each property. All components of the central wastewater collection system
should be based on peak flow conditions to ensure that the system has adequate capacity
to transfer all wastewater volumes generated within the study area. Peak wastewater
rates for the current and future condition for the entire study area were estimated at
1,367,000 gpd and 1,902,000 gpd, respectively.
· It is assumed that all properties within the study area that were already connected to the
Utility's pre-existing gravity and force main system would continue to be served by those
systems. Net peak wastewater rates for the current and future condition for the balance of
the study area were estimated at 651,000 gpd and 1,095,000 gpd, respectively. These
peak flow values should be used as the basis to assess system capacity requirements for
the vacuum collection system and any supplemental collection systems that are installed
to serve the balance of properties within the study area.
· The connection counts estimated and summarized above do not correspond to the number
of connections that the Utility System would assess by using the ERC count methodology
associated with their current wastewater tariff. A separate analysis would need to be
conducted to confirm the total number of ERCs within the study area.
· The average unit flow rate for a connection to the system taken as 167 gpd versus the unit
rate for an ERC at 250 gpd represents a difference of 50 percent. This difference in the
unit flow rate could have a profound impact on the requisite size of the wastewater
collection and treatment system needed to serve the study area. The results of the
analysis provided in this report confirm that the existing vacuum collection system should
be capable, with some modifications, to handle the current and future flows estimated for
the study area. However, this study did not confirm potential capacity limitations of the
existing system associated with using a higher ERC unit wastewater flow of 250 gpd. An
additional assessment would need to be conducted to confirm potential system capacity
limitations associated with an official ERC count.
Assessment of Vacuum Collection Technolo2v
· Vacuum collection technology was identified in previous studies by the County as a
viable and cost-effective strategy for wastewater collection within the study area. The
technology can be applied in an extremely efficient and equitable manner when the types
of properties that must be served contribute relatively small quantities of wastewater, i.e.,
less than 1,000 gpd. This technology can also be used to address larger wastewater flows
from large properties and/or generators, however, there are limitations regarding how the
system can be configured to support all large generators as discussed in more detail
below.
· Application of vacuum technology to waterfront settings where boats and other water
craft may be present is well suited, since small diameter vacuum lines could be easily
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extended to individual boat slips to pump-out boat holds as needed. Any wastewater
collection improvements that can be easily implemented to make it easier for boat owners
to dispose of their sanitary wastes should be encouraged in an attempt to reduce illegal
waste dumping in open marine waters. Extension of small vacuum lines into marinas and
other docking facilities can be cost effectively achieved with relative ease compared to
other collection system configurations.
· For proper and efficient application of this technology, it is critical that a good and
thorough understanding is available regarding where, when, and how much wastewater
could be generated within the area to be served. Sufficient consideration should be given
during the detailed engineering design process to address potential temporal and spatial
changes in wastewater generation rates that could occur within the study area. If this
understanding is not established before the system is designed and installed, there is
increased potential that the system may (1) not operate properly and/or efficiently, (2)
have limitations regarding how it can be modified through time to accept additional
wastewater quantities, and (3) not be able to adequately serve all entities in the area
through the service life of the system.
Assessment of the Stock Island Vacuum Collection Svstem
· The existing vacuum collection system that was designed and installed on south Stock
Island should have sufficiynt capacity to properly serve all of the properties within the
study area for the current condition that were originally intended to be served this system.
Final additions and/or modifications to the existing system will be required in order to
finalize the collection system and serve all of the properties in this area of the island per
the conceptual sewer system configurations presented herein. These modifications would
include extensions of vacuum mains, installation of additional valve pits, and other
miscellaneous components, as described in more detail in Chapter 3 and illustrated on the
large-size plans located in the report appendices.
· The vacuum collection system appears to have sufficient capacity to continue to support
wastewater collection efforts in the study area throughout the 20-year planning horizon
for not only Phases 1, 2 and 3, but for Phase 4 as well. However, based on a set of
hydraulic analyses conducted by AIRV AC, it appears that there may be limited
remaining capacity for one of the four vacuum headers associated with Phases 1, 2, and 3
at the end of the 20-year planning horizon. If the actual wastewater flow collected by
existing Headers A & B in the future are greater than the flows estimated in this report,
an additional parallel header may be needed to properly collect all of the projected
wastewater along this header route. All other headers in the vacuum collection system
appear to be properly sized to support wastewater collection throughout the study area.
An additional vacuum header may need to be installed to serve the remaining properties
along Shrimp Road as part of Phase 4. While the vacuum system should have sufficient
capacity to accommodate Phase 4 properties, the Utility System may prefer to install a
force main along with one or more pump stations to sewer this portion of the island at
their discretion.
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· The ability to add more buffer tanks to serve larger wastewater generators within the
study area through time will be extremely limited. Furthermore, the total amount of
additional vacuum mains that can be installed without upgrading the vacuum pumps will
be limited to approximately 33 percent of the total vacuum main volume currently
installed. This latter issue is of particular importance regarding the extension of mains
onto private properties as part of Strategy #IA since this approach would result in more
vacuum mains being installed than what would need to occur for Strategy #IB.
Similarly, the use of force mains versus the extension of additional vacuum mains to
serve Phase 4 properties may be desirable to remain below the 33 percent theoretical
limit. It should be qualified that the 33 percent limit could potentially be exceeded if
additional vacuum pump capacity is installed.
Recommended Conceptual Sewer Svstem Confi2uration and Cost Estimates
· Two conceptual sewer system strategies were evaluated through this study. The first
strategy (Strategy #1) maximized the use of the existing vacuum collection system. The
second strategy (Strategy #2) considered a parallel system of pump stations and force
mains along side of the existing vacuum collection system to support the larger
wastewater generators in the area. Two sub-alternatives for the vacuum collection
system associated with Strategy #1 were identified, developed, and presented in this
report. Strategy #IA involved the extension of the vacuum system onto private
properties along with all necessary vacuum components such as valve pits, etc. Strategy
#IB explored the possibility of establishing a series of mini-gravity collection systems on
private property to gravity drain all wastewater to the County right-of-way, where one or
more vacuum valve pits would be located.
· Based on the conceptual configuration of the vacuum system presented in this report
(inclusive of Phase 4) for Strategy #IA, 28 percent of additional vacuum main volume
would be required to serve the bulk of remaining properties for the current condition. For
the future condition, an additional 5 percent of vacuum main volume may be required.
Thus, the total pipe volume that may be needed for Strategy #IA reaches the 33 percent
theoretical design limit indicated above that is associated with the existing capacity of the
vacuum pump station. The total quantity of vacuum pipe that would be needed to support
Strategy #IB (inclusive of Phase 4) would result in an additional 25 percent of pipe
volume for the current condition. For the future condition, an additional 4 percent of
vacuum main volume may be required. Thus, the total pipe volume that may be needed
for Strategy #IB would remain below the theoretical 33 percent limit and would provide
a reasonable buffer to ensure adequate collection capacity without the need to upgrade
and or install additional vacuum pumps.
· A summary of results obtained from the life-cycle cost analysis for the various
wastewater collection strategies evaluated in this report is presented below in Table 4-2.
The total estimated life-cycle cost for each strategy is reported along with a unit life-cycle
cost in terms of dollars per 1,000 gallons of wastewater collected. Life-cycle costs
include additional capital costs identified to complete the sewering effort within the study
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area as well as annual O&M costs that would be incurred within the 20-year planning
period. Refer to Section 3.4 for a breakdown of capital versus annual O&M costs.
Table 4-2 Summary of Life-Cycle Costs for Each Wastewater Collection Strategy
Initial Capital Cost Investment $2,381,000 $2,594,000
Present Worth Annual O&M Cost $976,900 $976,900
Total Life-Cycle Cost $3,357,900 $3,570,900
Unit Life-Cycle Cost ($/1,000 gallons) $20,500 $21,800
(1) All costs listed in the table, except for unit costs, were rounded to the nearest $1,000.
rounded to the nearest $100.
(2) The life-cycle costs reported above are specific to Phases 1,2 and 3 of the study area. Additional costs
would occur associated with Phase 4.
(3) The total wastewater flow estimatedfor the current condition of 164,000 gpd was used to report the unit
life-cycle cost estimates.
(4) Sunk capital costs associated with the existing vacuum collection system are not included in the above cost
estimates.
$5,388,000
$1,164,400
$6,552,400
$40,000
Unit costs were
· The more cost effective wastewater collection strategy for the study area was established
to be the one in which the vacuum system is used (Strategy #1) versus one in which a
parallel system of force mains and pump stations are installed and utilized for the larger
properties within the area (Strategy #2). Installation of a parallel force main system at
this time to serve some of the larger wastewater generators would require a significant
capital investment and would result in additional infrastructure that would need to be
maintained through time. Furthermore, the use of pump stations would substantially
reduce the number of hydraulic connections that would otherwise be made to the vacuum
collection system via valve pits. The reduction of the number of additional valve pits to
the vacuum system would, in turn, further limit the number buffer tanks that could be
attached to the vacuum system in the future. Thus, the use of a parallel wastewater
collection system could actually have a detrimental effect on the vacuum collection
system as it is currently configured. As such, further exploration of Strategy #2 is not
recommended to address wastewater collection for this particular area.
· While the cost effectiveness of the two modifications associated with Strategy #1 is
similar to one another, Strategy #IA appears to be slightly more cost effective than
Strategy #IB. The primary difference between the two modifications of Strategy #1 is
how the vacuum system is configured to serve many of the larger properties, i.e.,
extending vacuum mains onto private properties along with the installation of multiple
valve pits versus utilizing mini-gravity collection systems to gravity drain the majority of
wastewater from the properties into valve pits located in the County right-of-ways.
Table 4-3 summarizes the difference in costs between these two versions of the same
wastewater collection strategy per property.
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Table 4-3 Capital Cost Difference Between Vacuum Collection Options per Private Property
1 Area East of Styron's $28,600 $21,700 $6,812
2 Boyd's Campground (2)(3) $153,800 $153,500 $0
3 Coconut Grove Trailer Park $151,400 $147,500 $3,900
4 EI Mar RV Park $74,000 $74,000 $0
5 Gomez Trailer Park $43,300 $39,700 $3,600
6 Harbor Shores Condo Assoc. (3) $60,600 $60,600 $0
7 Hideaway Trailer Park $62,400 $56,100 $6,300
8 Leo's Campground $137,600 $100,100 $37,500
9 Liz's Trailer Park $75,700 $60,900 $14,800
10 Oceanside Marina $89,100 $89,100 $0
11 Ocean Spray $54,700 $45,500 $9,200
12 Overseas Trailer Park $327,000 $271,000 $56,000
13 Pozzi #2 Trailer Park $41,100 $41,100 $0
14 Roy's Trailer Park (3) $54,000 $54,000 $0
15 Stock Island Trailer Park $35,400 $33,100 $2,300
16 Styron's Trailer Park $48,100 $46,900 $1,200
17 Sunhaven Trailer Park $105,000 $103,400 $1,600
18 Tropic Palms Trailer Park $101,800 $102,500 ($700)
19 Waters Edge Colony $379,200 $260,200 $119,000
20 W oodsons Trailer Park $111,900 $77,900 $34,000
21 Totals for Private Properties $2,106,000 $1,817,000 $289,000
$275,100
23 Grand Totals $2,381,000
(1) All values were rounded to the nearest $100 or the nearest $1,000.
(2) Of the total estimated conceptual costs related to the ROW infrastructure, approximately $163,000 is associated
with Boyd's force main and pump station. Capital has already been spent by Boyd's to install these
components.
(3) The vacuum collection system would not be extended onto these properties since these properties will either be
served by a dedicated force main system or by a buffer tank connected to the vacuum collection system. As
such, no difference in costs would occur for these properties between Strategy #1A and #1B.
· The method selected to complete the sewering effort will impact the costs to each
property owner as well as the Utility System. If the vacuum system is extended onto
private properties, the property owners will likely face larger capital costs as
demonstrated in the table above, while necessitating the establishment of easements for
the new vacuum system components. Conversely, if mini-gravity collection systems are
utilized on each property to route wastewater to the County right-of-ways, costs to the
property owners could be minimized in most cases, while eliminating the need for new
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easements onto these properties. Implementation of the latter approach will shift
additional costs to the Utility System in order to complete the sewering effort.
System Operation and Maintenance
· A final conclusion that was reached based on the evaluation of vacuum collection
technology being utilized for this area, coupled with feedback and information obtained
from AIRV AC, is that the vacuum collection system must be carefully monitored and
studied through time to ensure that the system can be properly modified when necessary
to collect additional quantities of wastewater. This is a basic and common
recommendation for all wastewater collection strategies when additional capacity must be
added to an existing system. However, the piping network associated with a vacuum
collection technology appears to be more sensitive regarding how and where additional
wastewater is added through time. Stormwater inflow to the system can be especially
challenging to this type of system. Thus, diligence must be practiced once the system is
installed to ensure proper collection of wastewater for all connected entities.
4.2 KEY RECOMMENDATIONS
Based on the foregoing conclusions offered for consideration, URS developed a set of key
recommendations regarding the completion of the sewering effort for this project. The following
recommendations should be reviewed, carefully considered, and discussed to reach mutual
agreement regarding how to proceed forward and complete the sewer system for south Stock
Island.
· URS recommends that the County, members of the public that will be directly affected by
the completion of the sewering effort, and KWRU review the results presented in this
report and decide what would be the most appropriate means to complete the remaining
work associated with sewering the large properties. The final solution selected for the
individual properties may be a mixture of Strategies #IA and #1B. (Further exploration
of Strategy #2 is not recommended for the reasons stated previously in this report.)
Important considerations that should be taken into account when deciding whether
Strategy #IA or #IB should be selected and applied to each affected property include the
following:
~ With all other considerations being equal, the most cost-effective solution should
be implemented to finalize the sewering effort. If this consideration proves to be
the most important consideration, Strategy #IA would be adopted.
~ The selection of Strategy #IA, while being the most overall cost effective
alternative of those considered, does not minimize capital costs that would be
invested by the majority of the private property owners. Per the cost summary
presented above in Table 4-3, selection of Strategy #IB could potentially save the
collective property owners over $200,000 in capital costs. Furthermore, the
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potential exist that additional cost savings to one or more property owners may be
possible if some of the on-site sewer infrastructure were shifted into the ROW,
i.e., manholes prior to valve pits. The estimated costs for each strategy should be
evaluated on a site by site basis before selecting the most appropriate sewer
option for each site.
> Strategy #IA may be attractive to some of the private property owners, since the
Utility would be responsible for the operation, maintenance, and repair of all of
the on-site vacuum sewer infrastructure, thereby minimizing how much on-site
sewer infrastructure that the property owner would need to maintain (i.e., only
gravity laterals leading to individual vacuum valve pits). If vacuum systems are
extended on-site, the Utility would need to have one or more easements
established to allow access to the on-site components of the vacuum sewer
system. (Property owners should not assume responsibility of any portion of the
vacuum collection system.)
> If Strategy #IA is used to sewer a large property and one or more easements are
to be established, the terms of the easement should be well defined to allow the
Utility to have access to the vacuum system components, while protecting to the
degree practical the property owner's rights.
> If Strategy #IA is adopted for a property, the property owner will likely be
required to pay for the on-site infrastructure associated with the sewer system.
Upon completion of system construction (and legal establishment of access
easements), this infrastructure would likely be transferred to the Utility to operate
and maintain. Aside from normal user fees assessed by the Utility per the terms
of their wastewater tariff approved by the Florida PSC, the property owner should
not have pay any additional fees to the Utility for the maintenance of the on-site
components associated with the vacuum sewer system. Gravity service laterals
that feed individual vacuum valve pits would remain the responsibility of the
property owner.
> Strategy #IB may be attractive to some of the private property owners by
eliminating or minimizing the need to establish easements within their properties.
The establishment of easements could impact how individual property owners use
and/or occupy their lands. However, if Strategy #IB is adopted for one or more
private properties, those property owners themselves would need to maintain the
gravity collection system that would be on their properties, inclusive of all repairs
and other related work.
· URS recommends that the individual property owners faced with reconfiguring their on-
site wastewater collection systems band together, combine their resources, and develop
one set of construction plans and other construction documentation to allow competitive
bids from multiple contractors for all of the work that must be conducted on the various
properties. The property owners may realize lower costs associated with this approach,
since they would be taking advantage of the economy of scale offered by larger projects.
URS
Engineering Report
Wastewater Collection System Evaluation
South Stock Island, Monroe County, Florida
Page 69 of 73
Whether this can be done or not, the property owners are obligated to have construction
documents developed to a sufficient level of detail so that the on-site wastewater
collection systems can be constructed, tested, and connected to the Utility System. Any
decommissioning activities associated with existing septic systems and package treatment
plants will also be the responsibility of the individual property owners per current laws
and regulations.
· In order to validate the conceptual configuration of the vacuum collection system
recommended herein, the Utility System should conduct their own engineering evaluation
of the system to confirm what modifications need to be made to serve all of the properties
and current wastewater generators within the study area as proposed in this study. Since
the modifications to the existing vacuum sewer system that are proposed in this report are
strictly conceptual in nature, a detailed engineering analysis should be conducted to
confirm all recommended modifications and adjustments to the system. Information and
data compiled and summarized in this report can be used to assist in any future
evaluation, however, wastewater flows from each property must be validated during the
detailed engineering process to ensure that the system is properly configured. Upon
completion of the engineering review of the conceptual-level design of the sewer system
configuration as presented herein, the Utility System should proceed with developing
construction plans and proceed with modifying the vacuum system within the County
ROW to accommodate necessary connections to their system.
· The Utility System will need to confirm and carefully track the quantity of wastewater
collected by the vacuum collection system as additional connections are made to it. Of
concern is the ability of the existing plant to adequately treat all of the wastewater that
could potentially be generated in the study area as well as that generated outside the area.
Since completion of the recent sewering effort will likely cause a relatively quick
increase in the quantity of wastewater routed to the treatment plant, the Utility System
should already be in the process of conducting the necessary studies and developing
sufficient expansion plans for the WWTP. The time to initiate and begin executing all of
the activities associated with a plant expansion event is at hand, and should not be
delayed until the plant reaches its current permitted capacity of 499,000 gpd.
· It is also recommended that the County provide whatever financial assistance that can be
legally offered to any property affected by this project to defray the upfront capital costs
associated with (1) on-site infrastructure improvements and (2) connection fees to the
Utility System. The primary purpose of this recommendation is to mitigate to the extent
possible any further delays on the part of the property owners to make final connections
to the Utility System as a consequence of limited capital resources of the individual
property owners. Financial assistance from the County through low interest loans, and
possibly even grant moneys, would facilitate the completion of the sewering effort for the
larger properties within the study area.
URS
Engineering Report
Wastewater Collection System Evaluation
South Stock Island, Monroe County, Florida
Page 70 of 73
4.3 UPDATED ROADMAP TIMELINE TO COMPLETE SEWERING EFFORT
The following section provides updated information related to the conceptual roadmap that was
previously developed in late 2003, and described in Section 1.0 of this report. The timeline that
was developed in 2003 was intended to provide a framework for the completion of the sewering
effort associated with this project. Since completion of the initial timeline last year, certain
delays have occurred in authorizing the activities associated with Task 2 of the roadmap as well
as completing the reporting effort associated with this study. Revisions to the timeline to
complete the various activities associated with Task 3 of the roadmap are discussed and
presented below.
4.3.1 Summary of Requisite Pending Activities
Approval of this report from the County will officially serve to end activities associated with
Task 2 of the roadmap. Subsequently, County officials working in conjunction with the local
Utility System and members of the public should enter into a series of discussions in order to
agree upon one of the conceptual sewer configurations presented in this report. During these
discussions, a sufficient timeframe should be provided to allow each property owner to proceed
forward with final engineering design work associated with the on-site portions of the sewer
collection system. If certain components or portions of the existing on-site system are to be
used, the property owner should anticipate and conduct a sufficient testing program to confirm
the integrity of any existing infrastructure that may be used. The timeframe established above
for the final engineering design effort should take into account any associated testing work
required for the on-site systems. The results from these discussions should serve to sufficiently
plan and establish a final schedule for the remaining work tasks associated with completing the
sewering effort for the various unconnected properties.
Once agreements have been established regarding how each property will be served by the
Utility System and a suitable timeframe for the final engineering design process is developed, all
requisite service agreements and other applicable documents should be filed and executed with
the Utility System. Each property owner should proceed with contracting a qualified, licensed
engineering firm to develop final design plans and construction documents for the on-site sewer
system components. Any testing requirements associated with the on-site systems should be
identified and conducted concurrently with the final engineering design process. It is strongly
recommended that each property owner work directly with the Utility System during the final
engineering design process to ensure that plans and any testing of on-site sewer components will
meet the minimum required standards of the Utility System. This latter recommendation would
involve the review of plans and testing results by the Utility System at appropriate times as plans
are being developed.
The next step in the roadmap will be to secure the services of one or more licensed contractors to
proceed with implementing the work illustrated on the construction documents. URS strongly
recommends to the various property owners that they combine the plans developed for each
property into one construction package for purposes of contractor bidding and selection. This
recommendation is offered as a means to reduce the overall construction cost of the final
sewering effort by taking advantage of better unit costing realized through a larger construction
URS
Engineering Report
Wastewater Collection System Evaluation
South Stock Island, Monroe County, Florida
Page 71 of 73
effort. If individual contractors are hired by each property owner, each owner would incur
similar charges, such a mobilization charges, which could be minimized if all work were
included under one contract with one contractor. Whether or not the property owners are capable
of achieving this approach for the on-site construction work, the on-site work required to
complete the sewering of these properties must occur next. This work would include the
installation of new infrastructure on-site that would be consistent with the selected sewer plan.
Once all work has been installed, tested, inspected, and approved, final connections to the Utility
System should occur.
Concurrent to the work described above for the individual properties, the Utility System should
actively perform all work necessary to support the final sewer connections for the various
properties on south Stock Island. This work should be consistent with the final sewering plan
that is accepted and agreed to above, and would include engineering design work associated with
the necessary modifications to the system within County right-of-ways as well as any
construction work related to these modifications. It should be noted that until all modifications
are made within the right-of-way to support the properties through the endorsed sewer plan, the
sewer system may not be considered available to the private properties to allow them to achieve
final connections to the system. Thus, the Utility System has a responsibility to support the final
sewering effort for the individual properties by making the necessary modifications to their
system with the County per the final, approved plan.
Once all work has been completed both within the County right-of-ways as well as on the
individual properties, final connections to the sewer system can occur. At that time, the bulk of
the sewering effort for south Stock Island should be properly addressed and completed.
However, as noted in the maps provided in this report, the extension of the vacuum mains (or
force mains along with pump stations) into other areas of south Stock Island will be necessary to
serve other properties. The Utility System should confirm with the County and remaining public
on south Stock Island the timing to serve these additional properties. These final connections to
the Utility System should result in the majority of all properties on south Stock Island being
served. Beyond this activity, the Utility System will need to continue to monitor growth within
the area and make whatever system adjustments are necessary to maintain proper sewage
collection from all properties. As noted in this report, additional valve pits and even buffer tanks
may be needed to collect additional volumes of wastewater as land use density increases and/or
land re-development projects occur. New pump stations and force mains may also be necessary
to address larger wastewater quantities than those estimated herein and/or to ensure proper
collection of wastewater from remotely located properties relative to the vacuum system.
Table 4-4 summarizes an updated conceptual timeframe for the various activities described
above. It should be noted that a final timeframe must be established based on discussions and
meetings held between the County, the Utility System, and members of the publics as mentioned
above. This documentation should provide a reasonable framework and guidance in order to
allow the sewering effort to be completed as quickly as possible.
URS
Engineering Report
Wastewater Collection System Evaluation
South Stock Island, Monroe County, Florida
Page 72 of 73
Table 4-4 Summary of Updated Conceptual Roadmap Activities and Timeframes
4
5
6
7
8
9
10
11
12
Contracting for Engineering Design Services
Testing and Special Studies (I)
Development of Final Sewer Construction Plans (2)
Construction Bidding and Selection Phase (2)
Modifications/Additions to ROW Infrastructure
Final Sewer System Construction Phase (3)
File Sewer Connection Applications with Utility
Decommissioning of Package Plants/Septic Systems
Final Connections to Utility System
January 2005
January 2005
February 2005
April 2005
April 2005
June 2005
November 2005
December 2005
January 2006
January 2005
February 2005
March 2005
May 2005
December 2006
December 2005
December 2005
January 2006
February 2006
( 1) This line item includes on-site testing, surveys, and other related engineering design services necessary to
prepare construction plans.
(2) Final engineering design work to configure on-site collection systems and prepare construction documents.
Similar activities required for all work that must be performed within the County R -0- W
(3) Assumes one month for contractor mobilization and a six month construction phase.
(4) Additional connections to the Utility System will be required to serve all properties within the study area.
(5) All dates in table are only possible goals to guide the completion of the completion of the sewering effort.
Whenever possible, opportunities should be explored to accelerate the completion of this effort, including pre-
contracting and engineering design for the on-site systems prior to final BOCC approval, etc.
Based on the revised timeline, completion of the sewering effort for south Stock Island should be
complete near the end of 2005. However, financing issues on the part of the individual property
owners and/or the Utility System may cause further delays if not anticipated and planned for.
4.3.2 Expansion Requirements for WWTP
The Utility System's WWTP is currently flow rated at 499,000 gpd (0.499 MGD). An average
wastewater generation rate of approximately 422,000 gpd was estimated for the current condition
for south Stock Island in its entirety. However, it is generally known that the WWTP also
accepts and treats wastewater routed to it from north Stock Island, the corrections facility, and
possibly other wastewater generators in the local area. The total volume of wastewater generated
by these other entities was not established in this study. Therefore, specific requirements and
time frames related to a potential plant expansion event were not outlined herein.
It is anticipated that the other wastewater volumes outside of south Stock Island once combined
with the total estimated wastewater volume for south Stock Island will exceed the current
capacity of the Utility System's WWTP. If so, proper plans should be prepared to allow the
plant to be hydraulically expanded by a reasonable degree. The actual amount of additional plant
URS
Engineering Report
Wastewater Collection System Evaluation
South Stock Island, Monroe County, Florida
Page 73 of 73
capacity must be established by the Utility System and should be adequate to serve the potential
wastewater volumes that could be generated within the next 20 to 30 years. The future
wastewater generation estimates presented in this report can be used at least in part to confirm
how much additional plant capacity should be available to properly support all of south Stock
Island, i.e., 618,000 gpd on average flow conditions. However, all additional flow contributions
to the plant, inclusive of increases from existing connections and potential new connections must
be considered before establishing the total capacity required for the WWTP.
Once the anticipated plant capacity is established, proper engineering design must be conducted
to prepare plans and specifications for the plant expansion event. These plans should give due
consideration to all requisite treatment requirements mandated by the state of Florida and
Monroe County. One of the more significant requirements for the WWTP will be to upgrade it
to meet advanced wastewater treatment standards. These standards include specific limits for
Biological Oxygen Demand (BOD), Total Suspended Solids (TSS), total Nitrogen, total
Phosphorus, and total Coliforms. Thus, plans for specific unit treatment processes and
operations must be considered, developed, and included in the construction documents for the
plant expansion event. Other ancillary requirements related to a plant expansion event that may
be desirable or necessary include new influent flow equalization, increased solids thickening and
dewatering capacity for sludge generated by the WWTP, improved and/or expanded disinfection
and dechlorination capacity, and additional backup power supply for the expanded facilities of
the plant.
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8EIMBURSEMENT CONTRACT hi" VI! 5
KW Resort Utilities Corporation
nns CONTRACT' is entered Into by and between Monroe County, a political
subdivision of the State of Florida, whose address Is 1100 Simonton Street, Key
West, FL 33040, hereafter County, and KW Resort Utilities"Corp., a Ronda
corporatIon, whose address Is 6450 College Road, Key W~ A. ~3040, hereafter
UTlUTY, for the reimbursement by the County to the UT1UTY for ~ preparation of
engineering plans needed for the expansion of the UTILllY's wastewater coIJectJon
Infrastructure Into south Stock Island.
WHEREAS, the UTlUlY desires to expand Its wastewater conectlon
infrastrocture into south St()Ck Island (the -Project"), an area presently served by
septic tanks and cess pits, a known source of near shore water pollution;
WHEREAS, the County dedares such an expansion of the UTlUlY's .
Infrastructure to south Stock Island Is a public purpose;
WHEREAS, the County desires to assist the UTIUlY in expandlng~ Its
wastewater collection Infrastructure by reimbursing to the UTlUTY Its cost In
preparing the engineering design and permitting work needed by the expansion;
now, therefore,
IN CONSIDERATION of the mutual promises and benefits set forth below, the
parties agree as follows: "..I .
1. TheUTIUlY . agrees to employ the \Veller engineering Corporation
(Weiler), or a similarly professionally qualified PE firm, to perform the engineering
services for the expansion of the UTILITY's wastewater collection Infrastructure into
south Stock Island. A desafption of the necessary engineering services Is set forth
In a seven page. October 22, 2001 proposal to Mr. WIlliam Smith and the UTlUlY
from Weller. A copy of that proposal Is attached to this contract as exhibit A and
made a part of the contract.
2. nu~ l1TIUTY must enter Into a binding contract with Weller, or a
similarly professionally quallfled PE firm, by December 31 . 2001, for the
englneenng services described in exhibit A. The County willreimbu~ the UTIUlY
for cost of the engineering services in the following manner:
a} All requests for reimbursement must be in a form satisfactory to the
County Oerk, must describe the engineering service for whIch reimbursement Is
sought, state that the engineering service has been sattsfactonly performed, furnish
evidence thZ!t the engIneering service has been paid for by the l1TIUTY, and state
the reimbursement amount. Requests for reimbursement must be submItted to the
- -
.. -
'r
'.
Oerk in the first week of each month for workpaJd for In the prior month. When
the' aerk determines the request Is satisfactory, the Cleric shall pay the
reimbursement to the unUlY. For reimbursement requests that are satisfactory,
payment shall be made within 20 days of receipt. If the Clerk determines that the
dOOJmentation submItted In the request Is fnsuffldent or In some way deficient, he
shall return the request to the UTIUlY tOr correction with an explanation of the
Insuffidency/..defidency .
b) The County will reimburse the UTIUlY In the follow~ amounts for the
following engineering services: .
1) survt!!f $35,OQO~:' '"
2) design and permitting $94,750 .. ,-~ -?c'}c~ J.
3) blddJng $16.750 /"-
4} : COnstnJdfon \ ;-"\. c-. ...... <-
administration r.. certJftc:atlan $46,800 .- ./
5) reimbursable expenses Indudlng /'
~
prints aAd application fees $ 6.000 .
As to each of the above services, no payment shall be due until the corresponding
product has been delivered, Leu
ell
(2)
(3)
(4)
(5)
a sealed SUNey sufficient for design and permitting of any
phaSe of the Project has ~ delivered;
all required permits for any phase of the designed Project
have been Issued; .
a construction contract for any phase of the Project has
been bid; "
amstructlon of the Project Is substantially complete; and
tbe reimbursable product has been delivered.
. .
In no case Is the County's obligation to reimburse the U11l11Y under this cont;ract
to exceed $199,300. Travel expenses may only be reimbursed In the .,mounts set
forth In Sec_ 112.061, FS.
, 3. . The ~rtles agree that thls contract Is for their mutual benefit only and
: Is not Intended to create any beneftda& Interests or rights In third parties. The
unun agrees that Weller (or whomever Is employed by the U11U1Y for the
Exhibit A engineering services) may not seek payment for the engineering services
from the County, that the County Is under no obligation to pay Weller (or
whomever Is employed), and that Weiler (or whomever Is employed) may only look
to the unUTY for payment. A sentence similar to the foregoing must.appear In the
unurrs contract with Weller or with whomever the' UTlU1Y employs for the
t!nglneering services.
4_ The exhibit A engineering servIces are ultimately being. paid for with
public funds. Therefore, the UTILnY agrees that all plans, dc;x:uments, and other
work prOduct, however fDnnatted, that are aeBted pursuant to the l11lLIT'rs
.
- -
- -
2
contract with Weiler {or whomever employed) are public records under Chap. 119,
F.S., and must be made available to members of the public upon request during
normal business hours (M-F, holidays excepted, 9 AM - 5 PM). A failure to make
such documents available to the public upon request is a material breach of this
contract and entftJes the CQunty to terminate the contract without liablllty to the
UTlUTY and wlll further obl1gate the UllUlY to repay to the County any and an
reImbursement amounts previously paid.
5_ The unUlY agrees to not add, .or attempt to add, the engineering
costs reimbursed by the County to its cost basis utlllzed by ltle Public Service
Commission to calculate a reasonable return on Invested capital. The UTIUTY
further agrees not to use the engineering costs reimbursed by:"the County In
calculating any impact fees, connection charges, or other like charges Imposed on
UTILITY's customers.
6. 'thIs. contract commences on the signature date of the last party to
sign It and continues until the engineering services described in exhibit A are
complete to the satisfaction-'of the UTIUlY or until Q~cembet':n , 200..3.:, whichever
occurs first. After Decelllber 31 , 2003_ the County wl/l be under no further
obligation, duty or: ;liabillty to reimburse the UTILITY for any engineering services
performed after that date even though the services are desaibed in exhibit A,
unless the parties mutually agree in writing to extend the termination date beyond _
De~ember 31 . 200..3... If the completion date for the Exhibit A engineering services
eXtends beyond one year from the effective date of this contract, then the County's
obligation to reimburse the UTIUTY for those services performed after the initial
year Is contingent on an annual appropriation from the County's Board of County
Commissioners.
7. All communications between the parties required by this contract
should be in writing and addressed to:
Monroe County Administrator
.1100 SImonton Street
Key West, FL 33040
KW Resort UtIlities Corp.
6450 College Road
Key West, FL 33040
Reimbursement requests to:
Danny L. Kolhage
Clerk of the Occult Court
P.O. Box 1980
Key West, Fl 33041
. 8. This contract is governed by the laws of the state of Florida. Venue
for any litigation arising under this contract must be in a court -of competent
Jurtsdlctlon in Monroe County, Aorlda.
9. The UTIUTY agrees to have Its president (or CEO however
denominated in the charter or by-laws) execute the County ethics form attached to
this contract as Exhibit a. exhibIt B Is made a part of the contract.
- -
- -
3
"10. Both parties have carefully read thIs contract and"' have had the
opportunity to obtaIn legal advice. Therefore, this contract Is not to be construed
agaInst, or In favor of, either party on the basis of authorship.
11. This written document Is the contract that represents the parties' final
mutuaJ understanding. Thls written contract may only be modified by a written
amendment signed b th parties.
o~ ~
By
the partfes hereto have set their' hands and seals on
.
~ .
0(
IN
"the date(~) ,
i
(SEAL) \
ATTEST: DAN
Date:
BOARD OF COUNTY COM.,ISSIONERS
: MONROE COONTYrrRJDA .
Hayor/Omirperson
ATTEST:
KW RESORT lITlUTY CORPORATION
By
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By J/A4~~
. ent
Date:
)dcDnlCWRutlllty
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FILE COpy
CAPACITY RESERVATION AND INFRASTRUCTURE CONTRACT
KW Resort Utilities Corporation
THIS CONTRACT is entered into this 31st day of July, 2002, by and between Monroe County,
a political subdivision of the State of Florida, whose address is Gato Building, 1100 Simonton Street,
Key West, Fl33040 (County), and KW Resort Utilities Corp., a Florida corporation whose address is
6450 College Road, Key West, Fl 33040 (Utility), for the purchase of wastewater treatment plant
capacity reservation to serve South Stock Island and the installatIon and expansion for the
wastewater collection treatment system on South Stock Island. Whereby the County agrees to
prOVide initial funding for the installation and expansion of the Utility wastewater treatment system
and the Utility agrees to provide wastewater treatment services to the residences and businesses of
South Stock Island.
IN CONSIDERATION of the mutual promises and benefits set forth below, the parties agree as
follows:
1. A. The County agrees to purchase from the Utility, and t~.' Utility agrees to sell,
capacity at its wastewater treatment plant sufficient to treat 1500 e.d.u.'s. The Utility agrees that
the capacity purchased is to serve the South Stock Island area. As consideration for the purchase
the County agrees to fund the Utility's construction of the wastewater collection system on South
Stock Island, in an amount not to exceed $4,606,000, pursuant to the plans dated May 30, 2002
from Weller Engineering Corporation. The plans are attached to this contract as Exhibit A and made
a part of it. The Utility's completion of the system must be done in 16 months from the
commencement date of this contract unless delayed by acts of war, legal challenges, acts of God, or
lack of funding from the government.
/' (/,; ',,' ;",!
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B. The Utility agrees that the County will make monthly partial payments of the
construction costs of $4,606,000 to the Uti.lity in amounts equal to the percentage of South Stock
Island infrastructure work satisfactorily completed during the previous month. The parties agree
that the construction costs of $4,606,000 is allocated as follows:
i.
ii.
iii.
iv.
v.
Collection system infrastructure
Contingency amount
Engineering and engineering inspection
Construction administration and legal fees
Testing
t PetC>Jv.
$3,500,000
380,000
279,000
347,000
100.000
$4,606,000
Total
The Utility agrees that the maximum ,amount due it from the County under this contract is
$4,606,000. If the construction of the South Stock Island infrastructure expansion described in
paragraph one costs in excess of $4,606,000, the excess costs are solely the responsibility of the
Utility and do not operate in any way to relieve the Utility of its obligation to complete the
infrastructure so that it satisfactorily collects wastewater In South Stock Island and transports It to
the Utility's plant for treatment. In order to insure that the collection' infrastructure is satisfactorily
completed and that all contractors (in .any tier) and materialmen are paid, the Utility agrees to
purchase, or require its contractors to purchase, performance and payment bonds in a form and
amount satisfactory to the County. No payment will be made by the County until the bonds are
purchased. The Utility must also supply the County with the names of all contractors before
payment can be made.
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Payments to the Utility will be made as follows:
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i. On the first business day of each month the Utility shall submit to the County
"Engineer an invoice, in a form satisfactory to the County Clerk, for payment for
<; the work completed, or materials delivered, during the prior month. The
invoice must contain:
a) An engineer's certificate that the percentage of work requested for
payment has been completed in a good workmanlike manner and the
amount requested represents the percentage of work completed, or
materials delivered to the Utility for incorporation into the work provided
they are kept separate from other materials at the Utility's site(s) and
are identifiable as materials for incorporation in the work authorized by
this contract, together with any supporting documentation requested by
the County Engineer.
b) Partial lien waivers for interim payments from the contractors,
materialmen, and Utility. Final waivers are necessary for final payment.
An engineer's certificate that the South Stock Island infrastructure
expansion is functioning satisfactorily and in accordance with the design
and performance criteria of Ex. A is also required for final payment.
ii. The County Engineer must review the invoice and within 5 business days,
inspect the work completed and materials delivered, and Inform the Utility in
writing of any error or omission in the invoice and what must be done to
correct the deficiency. If the invoice is satisfactory he shall forward the invoice
to the County Clerk for payment. The Clerk must then promptly review the
invoice. If the Clerk determines there is an error or omission In the invoice, he
must inform the Utility in writing. If the invoice is not returned to the Utility by
the Engineer or Clerk for correction, the Clerk must make the payment to the
Utility within 20 business days of the County Engineer's receipt of the invoice.
A corrected invoice need only be returned to the officer who noted the
deficiency, with a copy to the County Engineer and, if satisfactorily corrected,
shall be paid by the Clerk within 20 days of the officer's receipt of a corrected
invoice.
Iii. If there is a dispute between the Utility and one of its contractors which
disrupts, delays or stops the work, the County reserves the right to withhold
payment(s) until the dispute is resolved.
D. The Utility agrees to keep its financial records pertaining to this contract
according to generally accepted accounting principles. The records must be kept three years after
the date of the County Clerk's, or County's issuance of an audit for this contract.
The Utility must make its financial records pertaining to this contract available to an auditor
employed by the County or Clerk during regular business hours (Monday-Friday, 9 AM _ 5 PM,
holidays excepted). If the auditor determines that money paid by the County to the Utility was not
spent as authorized by this contract, or that the $600 portion of the capacity reservation fees
collected from property owners was not spent on AWT conversion and operating costs as required by
this contract, or that capacity reservation fees collected from property owners were not remitted to
the County as required by this contract, then the Utility must repay to the County the amounts not
spent or remitted as required by this contract, together with interest calculated at the rate set forth
in Sec. 55.03, Fla. Stat., from the date the auditor determines that the funds were improperly spent
or withheld.
E. The parties agree that nothing in this contract may be construed to create
privity, or any other contractual or legal relationship however described, between the County and
2
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any contractors, subcontractors, design professionals and administrative personnel, and
materialmen, of the Utility. Such persons may not seek payment from the County but only from the
Utility or the Utility's sureties.
:' . F. The South Stock Island wastewater collection infrastructure constructed
pursuant to this contract is, and will remain, the sole property of the Utility. Nothing in this contract
may be construed as creating any County obligation or liability to the Utility or any third parties to
construct, maintain, repair or operate the infrastructure.
G. The payments due the Utility pursuant to this contract may be paId out of
County non-ad valorem revenue sources only. The Utility agrees that it may not seek to compel the
County to pay any amount out of ad valorem funds that may be due the Utility under this contract.
3. Utility agrees to reimburse County, to the extent of its collection of capacity
reservation fees from all new customers connecting to the vacuum sewer system to be constructed
pursuant to the plans of Ex. A. and funded by this contract. Utility shall account and pay to the
County on a monthly basis all amounts due. The capacity reservation fee is $2,700 per EDU
(equivalent dwelling unit) as set forth in the Utility's tariff filed with the Public Service Commission,
which fee shall remain at $2,700 until January 1, 2007. Notwithstanding, the foregoing Utility shall
not be required to repay the County the advanced funds unless there are monies generated by
connections to the South Stock Island wastewater collection infrastructure project and only to the
extent of collections from that project.
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I r 4. Utility agrees to repay the funds advanced by County for the construction of the South
, l. i Stock Island wastewater collection infrastructure project. Utility's obligation of repayment is limited
" J to the capacity reservation fees collected by the Utility from new customers connecting to the
....".' project. Utility shall account for the collection of new customer capacity reservation fees on a
( monthly basis. Utility shall pay to the County the total sum of the new customer capacity
i reservation fees collected during any month by the fifth business day of the succeeding month.
: Utility has neither the authority nor the obligation to enforce the mandate of the State of Florida or
I to require the owners of residences and businesses of South Stock Island to abandon their current
\..Y'astewater treatment system and connect to the wastewater collection infrastructure project.
--:::=;; 5. Utility further agrees to convert its wastewater treatment system to Advanced Waste
Water Treatment (5-5-3-1), hereafter AWT, by January 1, 2007 provided that the County so
requests and that Utility is allowed to recapture the costs of its conversion to AWT and increased
operating costs by a resolution of the County Commission. Such resolution requesting that the
Utility convert to AWf and that allows Utility to recapture the costs of its conversion to AWT and
increased operating costs must be adopted before January 1, 2003. Any repayment of funding by
the County to construct the project from the collection of new capacity reservation fees shall be
proportionally. discounted and reduced by the Utility's cost of conversion to AWT standards. Utility
shall be allowed to retain a fixed fee of $600 per capacity reservation fee (EDU) from the project to
cover the incremental cost of conversion and initial AWT operation. The net amount due to the
County from the collection of any new capacity reservation fees would be equal to $2,100 (capacity
reservation fee $2,700 per EDU less discount for AWT conversion $600). Any connection fees
collected from users of the existing wastewater collection system who connected to that system prior
to the effective date of this contract, and which fees were reserved for AWT, must be spent on AWT.
The Utility agrees to complete the AWT upgrade at its own expense if the fees collected for the
upgrade under this paragraph do not cover the total cost of the upgrade. The Utility agrees to use
its best efforts to require the property owners of South Stock Island to connect to the new collection
infrastructure. If the owner of a property required to connect to the new collection system refuses
to do so, the Utility shall refer the refusal to the County which may use any available legal or
equitable remedy to compel connection.
6. Utility agrees not to add the construction cost funded by the County to its cost basis
utilized by the Public Service Commission to calculate a reasonable return on invested capital. Utility
3
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further agrees not to use the advances in calculating any impact fees, connection charges or any like
charges imposed on Utility's customers, i.e., that the advances will be applied as a credit against
such fees otherwise charged.
7. The Utility agrees to indemnify and hold harmless the County, members of the County
Commission, County officers and employees, and County contractors, from any acts or omission
committed by the Utility's officers, employees, and contractors (of any tier) during the course of
performing the work required by this contract. This paragraph will survive the completion of the
work. The purchase of the insurance required by paragraph 8 does not vitiate this
indemnification/hold harmless paragraph.
8. During the term of this contract the Utility must keep In full force and effect the
insurance set forth in Exhibit B. Exhibit B Is attached to this contract and made a part of it.
9. The Utility warrants that he/it has not employed, retained or otherwise had act on
hiS/its behalf any former County officer or employee subject to the prohibition of Section 2 of
Ordinance No. 010-1990 or any County officer or employee in violation of Section 3 of Ordinance No.
010-1990. For breach or violation of this provision the County may, in its discretion, terminate this
contract without liability and may also, in its discretion, deduct from the contract or purchase price,
or otherwise recover, the full amount of any fee, commission, percentage, gift, or consideration paid
to the former County officer or employee.
10. This contract is governed by the laws of the State of Florida. Venue for any litigation
arising under this contract must be in a court of competent jurisdiction in Monroe County, Florida.
In the case of litigation, the prevailing party is entitled to costs plus a reasonable fair market value
attorney's fees.
11. The parties agree that this written contract represents their final mutual
understanding and replaces any prior communications or. representations between the parties,
whether written or oral. This contract may only be modified in a writing agreed to, and executed by,
both parties.
~ 12. County hereby agrees to grant perpetual R.O.W. easements to Utility for the
wastewater collection infrastructure contemplated by Exhibit A, as long as such easements are used
for wastewater collection infrastructure. The County agrees to provide the Utility access to existing
County Stock Island rights-Of-way necessary for construction. The County also agrees to and hereby
does permit this project without any additional permitting requirements.
13. Because County will repave the following streets following project completion, after
installation of the pipes and other subterranean infrastructure under the streets and R.O. W. County
will only require that Utility or its contractors to backfill, compact and level street trenches for the
follOWing streets.
STREET
Front ·
Ct6S$ Street
.S~;$treet
.Slh J\vJ;nue
4rh Avenue
a"'Avenue
SunShine (8)
2nd Avenue
2nd Avenue
2nd Terrace
ZndStreet
PeninSula Avenue
Peninsula Avenue
FROM
Utility
US 1
US 1
End (radio station)
5th Avenue
End past Sunshine
3rt! Avenue
Sunshine (B)
3rt! Street
3rt! Avenue
3rt! Avenue
End Peninsula Marine
Maloney Avenue
IQ
End
12th Avenue
12th Avenue
4th Avenue
Maloney Ave. (excluding Maloney intersection)
4th Avenue
2nd Avenue
3rd Street (excluding 3rd St. intersection)
Maloney Avenue
2nd Avenue
1st Avenue
Maloney AVe. (excluding Maloney intersection)
End by Hickory House
4
14. This contract is binding on the heirs, successors, and assigns of the parties and shall
bind such heirs, successors and assigns as if they were the original parties to this contract.
15. The Utility warrants and represents that:
A. its existing facilities, and facilities to be constructed, are, and will be, in
compliance with all applicable environmental permits, laws, rules, and orders;
8. the contract is Utility's legal and binding obligation, enforceable against it in
accordance with its terms;
C. Utility has taken all necessary corporate actions to approve, enter into, become
bound by, and perform the Contract;
D. Utility holds all necessary permits, certificates, licenses, and authorizations
from the PSC and any environmental regulatory agency with jurisdiction over the Utility and the new
South Stock Island infrastructure; and
E. Utility's current rates, including its capacity reservation fees, have been duly
approved by the PSc.
16. The Utility shall be deemed in default under this Contract in the event that, and as
soon as, any of the following occurs:
A. Utility fails to perform any obligation to the County under this Contract as and
when due;
8. Utility fails to reimburse or pay to the County, as and when due, any amount to
which the County is or becomes entitled under this Contract or otherwise;
C. Utility breaches any representation or warranty to the County in this Contract
or in any related agreement or instrument;
D. Utility fails to obtain any license, permit certificate, or order that it needs to
construct and operate, as planned, the expansion of its system contemplated by this Contract, or
any such license, permit, certificate, or order is rescinded, revoked, suspended, or nullified, or is
modified in a materially adverse respect;
E. The Florida PSC declines or refuses to approve any rate, rate plan, or rate
change that Utility proposes, requests, or needs to construct and operate the Stock Island
infrastructure or to operate profitably;
F. Utility becomes insolvent, or ceases to pay its debts and obligations as and
when due, or becomes the subject of a petition filed under the United States Bankruptcy Code; or
G. a receiver or similar custodian is appointed for Utility, its Stock Island facilities,
or any substantial part of its business or properties.
17. In the event that Utility is in default under this Contract and fails to remove or cure
such default within 30 business days after written notice thereof by the County, then the County
may take any or all of the following actions, in any combination and order, all in the County's sole
discretion and without limiting any other rights or remedies that the County may have under this
Contract or applicable law in the circumstances:
A. terminate this Contract and the County's performance, duties, and obligations
hereunder;
B. suspend or refuse to make any or all further payments to Utility that otherwise
might or would be or become due or payable to Utility under this Contract; .
C. exercise its rights under any performance, payment, or surety bond or similar
agreement or policy that Utility or the County may have;
D. assume responsibility for and control over completion of construction of the
Stock Island infrastructure and facilities;
E. require Utility to furnish collateral satisfactory in form and amount to the
County;
F. file a complaint or initiate a proceeding with the Florida PSC;
G. initiate a suit for any and all available monetary damages and injunctive and
equitable relief and remedies in any court of competent jurisdiction; and
H. file a petition with any such court for appointment of a receiver for some or all
of Utility's facilities and properties, and recommend a person or entity to serve in such capacity.
5
18. This contract commences on the signature date of the last party to sign it.
19. All communication of the parties required by this contract shall be in writing and
addressed to:
Monroe County Administrator
1100 Simonton Street
Key West, FL 33040
c
KW Resort Utilities Corp.
6450 College Road
Key West, FL 33040
WHEREOF, the parties hereto have set their hands and seals the day and year
~~
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~LHAGE, CLERK
.:;r/
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Deputy Clerk
BOARD OF COUNTY COMMISSIONERS
OF MONROE COU , FLORIDA
By
(SEAL)
ATTEST:
KW RESORT UTILITIES CORP.
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Appendix D
URS SCOPE OF SERVICES
INDEPENDENT ENGINEERING EV ALUA TION AND
FINAL PLANNING FOR THE STOCK ISLAND SEWER SYSTEM
January 12, 2004
INTRODUCTION
The Consultant shall review the following conceptual scope of services and prepare a formal
scope to confirm specific work activity that will be performed, along with estimated consulting
fees and expenses to perform the work. The Consultant's formal scope shall confirm the work
tasks and elements as described below and shall provide additional details related to the
execution of the work and any assumptions, exclusions, or other conditions necessary to ensure
proper execution of the requisite work. A fee and expense estimate shall be prepared with
specific line items for each task and subtask as listed below. Each line item shall clearly indicate
task or subtask name, staff level billing categories, unit billing rates, manhours by billing
category, total manhours, and any related expenses associated with the execution of the work. A
preliminary project schedule shall be prepared in Gantt format to provide the County with a
general understanding of how the work will be executed and overall time frames required to
complete each work task. Clitical milestone dates for deliverables shall be clearly identified on
the Gantt chart.
The Consultant is advised that a substantial vacuum sewer system was recently installed on south
Stock Island to serve a large portion of the existing users that are present in that portion of the
island. The ultimate purpose of this independent engineering evaluation is to use the existing
system to fully support both current users that the collection system was intended to serve and
potentially future users. It is anticipated that a second sewer collection system will be required
to serve the remaining portion of the island, as well as potentially some users currently served by
the existing system. The intent of this evaluation is to fully evaluate both existing and future
potential users, take into account possible variations in the spatial population of the island
through time, and identify large wastewater generators (users) that could affect the selection,
layout, and design of not only a new sewer system, but possibly modifications to the existing
vacuum sewer system. In the end, the sewer systems developed to serve the users of Stock
Island should have sufficient capacity and be robust in its design to allow additional sewer
capacity to address potential fluctuations in population and land use.
TASK 1- EV ALVA TE EXISTING STOCK ISLAND SERVICE AREA
The purpose of this initial task is to review existing planning information, confirm and/or
establish specific planning critelia, and estimate potential wastewater flows through a 20-year
planning horizon for Stock Island. The work conducted under this task should build upon
Conceptual Scope of Services
Independent Engineering Evaluation
Final Planning for Stock Island Sewer System
Page 2 of 8
previous planning efforts including the 2000 Master Plan. prepared by CH2M Hill, the KW
Resort Utilities (the local Utility System) Master Plan prepared by Weiler Engineering, and any
other existing planning documents that may have been recently generated by Monroe County in
relation to Stock Island. This task is subdivided into three distinct activities as further described
below.
A. Land Use Projections
Monroe County will provide the consultant with the most recent zoning, planning, and land
use maps available for Stock Island. Utilizing this information, redevelopment trends within
the Key West area, and the existing Wastewater Master Plans, the Consultant will establish a
2025 "build-out" population for Stock Island. The 2025 population estimate will be used to
establish the required future capacity of the collection system(s) and treatment facility in
order to provide adequate sanitary sewer service capacity to the entire island through a 20
year planning horizon.
Part of the work effort required for the land use projections subtask is the generation of
updated population density maps and sewer user classification maps for the local Uutility
System's service area. Potential 2025 population densities in the service area shall be
adequately mapped and delineated on the land use maps. All maps shall be prepared using
an appropriate scale that clearly shows all property lines, public right-of-ways, utility and
other special easements, and the various infrastructure that currently serves Stock Island (i.e.,
roads, water lines, sewer lines, stormwater drainage, etc.). Draft versions of the maps shall
be prepared and submitted to the County and the Utility System for review and comment
before finalizing them.
B. Flow Projections
Based on the anticipated land uses on the island as well as growth rates for the area,
wastewater flow rates will be projected, The rates will be determined utilizing per capita
rates that are consistent with other portions of the service area as determined by historical
water use records and other viable data sources. Flow rates for the years 2005, 2010, 2020,
and 2025 (or build-out) will be estimated. All estimated flows will be inventoried per user
along with an estimated EDU count that is consistent with the Florida Keys Aqueduct
Authority (i.e., 167 gpdlEDU) and that used by the Utility System (i.e., 205 gpdlEDU).
All potential users that will be served by the sewer system shall be properly classified and
categorized in terms of the average daily quantity of wastewater generated. Potential users
shall be grouped into two primary categories: (1) small users that generate less than 1,000
gallons per day (gpd) and, (2) large users that generate greater than 1,000 gpd. All larger
users shall be properly delineated on the land use maps, A table shall be prepared to
inventory all large users, their EDU counts, and their locations keyed into the land use maps.
All users both existing and future for the various planning years shall be inventoried along
CONCEPTUAL SCOPE OF SERVICES. DOC
URS
Conceptual Scope of Services
Independent Engineering Evaluation
Final Planning for Stock Island Sewer System Page 3 of 8
with their wastewater flows to establish the total requisite capacity for the wastewater
treatment plant and its associated disposal system(s).
C. System Reserve Capacity
The existing vacuum collection system previously referenced above was sized to provide
sufficient capacity for current and future users that are present along and near the four
primary vacuum headers found in this system. There are generally two types of connections
that should be available to this system: valve pits and buffer tanks. Valve pits are usually
used to serve low flow users (i.e., less than 1,000 gpd), while buffer tanks are used to serve
large flow users (i.e., greater than 1,000 gpd). Based on a preliminary engineering review of
this system, there appears to be reserve capacity available in this system with respect to main
size (diameter) and vacuum pump capacity. However, the total number of connections to the
system for large users is limited to 25% of the total number of connections to the system,
According to feedback from the engineer of record for this sewer collection system (Weiler
Engineering), there is limited to no ability to add any more buffer tanks due to the 25%
connection limit as mandated by the system provider (AIRV AC).
There are two goals associated with this subtask. The first goal is to estimate the remaining
available capacity for each of the four existing vacuum sewer mains, the vacuum pump
station, and the wastewater treatment plant and its associated disposal system(s). The
Consultant shall confirm to the degree possible how much wastewater flow is cunently
conveyed in each vacuum main to the treatment plant as well as the maximum rated vacuum
carrying capacity of each main. Similarly, the total current volumetric rate of wastewater
transferred to the treatment plant shall be verified along with the total potential volumetric
rate available by the current vacuum pump station. The difference in the values estimated for
the mains and vacuum pump station shall be considered the available reserve system capacity
for the collection system. A separate analysis shall be conducted to confirm the available
reserve capacity of the treatment plant and disposal system(s). The reserved capacity
estimated for the existing collection system, the treatment plant, and its disposal system(s)
must be determined in order to establish what portiones), if any, of the unserviced area can be
connected to the existing system.
The second goal of this subtask is to identify those lines that have matched, exceeded or are
about to approach 25% of their total connections via buffer tanks. All large users along the
routes of existing vacuum collection mains should already have been identified through the
work completed in Task lB. In an effort to reduce hydraulic loads within the existing
collection system, the Consultant shall consider which large users currently attached to the
existing vacuum collection system could potentially and cost effectively be served by the
separate, proposed sewer system, which will be conceptually designed in Task 3 to serve the
remaining portion of the island.
CONCEPTUAL SCOPE OF SERVICES.DOC
URS
Conceptual Scope of Services
Independent Engineering Evaluation
Final Planning for Stock Island Sewer System
Page 4 of 8
TASK 2 - OPTIMIZATION OF EXISTING COLLECTION SYSTEM
The consultant will evaluate up to nineteen (19) large properties, currently planned to be
connected to the existing collection system, to determine whether their respective connection
points should be the existing vacuum collection system or the proposed collection system to
serve the remaining portion of Stock Island. Alternative on-site configurations for the various
properties shall be considered. Alternative configurations include different types of collections
systems (vacuum versus low pressure, etc.) as well as various physical configurations for service
lines, on-site vacuum mains, and points of connection and types of connections (vacuum stub-
outs from the right-of-way, valve pits, buffer tanks) to the existing system. The following
subtasks shall be conducted to support this task.
A. On-Site Meetings with Property Owners
[STATE IN HERE THAT URS IS NOT HANDLING ANY DECOMMISSIONING
ISSUES WITH THE PROPERTY OWNERS]
The Consultant shall meet and work closely with each property owner to assess what areas
within each property are suitable for the installation of new infrastructure. A specific date
and time for an on-site meeting with each affected property owner shaIl be scheduled and
conducted. Specific points for wastewater collection from individual units on the property
shall be identified and properly documented. The relative location of the existing vacuum
collection system in relation to each property shaIl also be verified dUJing the site visit. If
there is existing coIlection infrastructure present on-site, which could be used in lieu of new
infrastructure, the Consultant shall document the location of such existing on-site
infrastructure and make use of existing components to the extent possible. If the existing on-
site components require rehabilitation and/or upgrading to meet industry standards, the
Consultant shall assess what modifications must be made to the existing system and include
these in the conceptual level plan and cost estimate. The Consultant wiIl NOT provide direct
assistance or guidance to the property owners with respect to decommissioning requirements.
The property owners shaIl be responsible for decommissioning in accordance with County
requirements in conjunction with their selected Contractor.
The Consultant shall prepare a scalable plan of each property to document the locations for
wastewater service on-site, the location, type, and condition of any existing infrastructure,
any apparent on-site obstacles that could affect how the on-site collection system would be
configured, and the proposed point or points of connection to the existing vacuum collection
system.
B. Alternative Analysis of On-Site System Configuration
The Consultant shaIl conduct a proper analysis of alternative types of collection systems and
shall use conceptual level costing to compare the cost of one type of system versus another.
Alternative points of connection to the existing vacuum collection system shaIl be considered
in the analysis, If the Consultant establishes that the most appropriate and cost effective
connection to the existing system is a buffer tank, the Consultant shall document this for
CONCEPTUAL SCOPE OF SERVICES.DOC
URS
Conceptual Scope of Services
Independent Engineering Evaluation
Final Planning for Stock Island Sewer System
Page 5 of 8
further consideration during Task 3. The Consultant shall prepare a conceptual level plan
(graphic) for the most cost effective on-site collection system that illustrates the new
components and configuration of the on-site system for each property as well as the use of
any existing infrastructure, if it can be used to defray the overall cost to the property owner,
In addition, a detailed conceptual level estimate shall be prepared and included with the plan
to verify total costs associated with the on-site collection system including (1) final
engineering design, surveying, permitting, and construction. The Consultant shall assemble
and present the cost estimate in a format that is easily interpreted by each property owner so
that he/she has the opportunity to independently evaluate certain costs associated with their
on-site collection system. (If requested by the property owner, the Consultant shall also
present the results of the comparative cost analysis for the altelllative on-site sewer system
configurations to confilID that the most cost effective configuration was adopted.)
The Consultant shall submit to each property owner the results of the on-site sewer system
analysis complete with the cost estimate. The Consultant shall explain the results of the
altelllatives analysis with each property owner and obtain written acknowledgement from the
propelty owner that he/she has: (1) reviewed the results of the altelllatives analysis, (2)
understands the conceptual level plan for the various components associated with the on-site
system, (3) the point(s) and means of connection to the Utility System's collection system,
(4) upgrades, modifications, and/or rehabilitation work needed for any existing on-site
infrastructure, and (5) confirms that the recommended system is the most cost effective
altelllative for the property owner while also considering cost impacts to the County before
pursuing final engineering design.
TASK 3 - CONCEPTUAL SEWER DESIGN FOR REMAINDER OF STOCK ISLAND
A. Evaluate Alternative Sewer Systems Configurations
Although the existing collection system is a vacuum system, the Consultant will evaluate
other altelllatives for providing service to the remaining portion of the island. Systems to be
considered include Grinder-type pump stations (i.e., low pressure), a STEP system as well as
a vacuum system. In addition to the unsewered areas of the island, any large users with a
buffer tank that are currently served by the existing vacuum collection system, as well as any
of the 19 properties for which a buffer tank was identified as the most cost effective type of
connection method shall be revisited. If a connection to the separate (proposed) sewer
collection system can be accomplished cost effectively for a portion of the large users
currently connected to the existing vacuum system, consideration shall be given to serving
those users via the proposed collection system.
Again, the intent of reducing the number of large users (buffer tanks) on the eXlstmg
collection system is to (1) allow the installation of buffer tanks, if needed, to serve some or
all of the remaining 19 properties if these components are established as being the most cost
effective solution for those properties, and (2) restore reserve capacity to the existing
CONCEPTUAL SCOPE OF SERVICES.DOC
URS
Conceptual Scope of Services
Independent Engineering Evaluation
Final Planning for Stock Island Sewer System
Page 6 of 8
collection system for the addition of more large users in the future, if needed. Preliminary
layouts for the proposed alternative systems will be developed along with estimated
construction costs. A 20-year life cycle cost analysis (from 2005 through 2025) will be
developed to take into account estimated annual operating costs for each system. Based on
the findings from the alternative analysis and life cycle costing, a preferred system
configuration will be recommended.
B. WWTP Expansion Requirements
Based on the service area build-out needs, the Consultant shall identify anticipated flow rates
to the Utility for its use in planning modifications to the existing treatment facility, both in
terms of hydraulic capacity and treatment capabilities to meet the future A WT treatment
limits. The Utility will be responsible for the required planning activities associated with
meeting both hydraulic and A WT treatment goals based on the flow estimates developed by
the Consultant.
C. Recommended Expansion Program
Based on the results of Subtasks A and B for Task 3, a plan for providing wastewater
collection for the un-sewered areas will be developed. Impacts to the existing wastewater
treatment plant will be discussed. A preliminary layout of the proposed collection system
will be provided. Budgetary construction costs for performing this work will be developed
as well as a preliminary design/construction schedule. The expansion plan shall include a
phasing diagram or schedule to illustrate when specific engineering planning, design,
permitting, and construction activities should occur to ensure that all sewer connections can
be completed in a timely manner without jeopardizing reserve capacity of the treatment plant
and/or collection system. Due to the conceptual nature of this document, the costs estimates
will be budgetary in nature, and shall be suitable for planning purposes by the County.
TASK 4 - SUMMARY REPORT
The results of Tasks 1 through 3 will be summarized in a Preliminary Engineering Report (PER).
The PER will present and cover the following aspects:
.
Existing and Projected Wastewater Capacity Needs of the Island through 2025;
Alternative Sewer Configurations that were Evaluated;
Recommended Sewer Configuration of New Sewer System;
Modifications Proposed for the Existing Vacuum Collection System;
Conceptual Plans (total of 19) for Private On-Site Collection Systems;
Conceptual Construction Costs for Sewer System Expansion and Modification, and
Phasing and Implementation Plan and Timeline for WWTP and Sewer System Expansion.
.
.
.
.
.
.
CONCEPTUAL SCOPE OF SERVICES.DOC
URS
Conceptual Scope of Services
Independent Engineering Evaluation
Final Planning for Stock Island Sewer System
Page 7 of 8
Copies of the draft report will be provided to the County for review and comment. A third party
review of the draft PER will be conducted by a County appointed engineering firm (TBD) to
validate the results developed and presented in the report. Based on the comments received, the
Consultant shall finalize the report and issue 10 copies of the report in final format. The
finalized report will recommended to be the Basis of Design for expanding the Stock Island
wastewater system to serve the remaining portion of the island.
TASK 5 - THIRD PARTY REVIEW
Given the nature of this project, an independent third party review will be conducted at various
stages of the project. The first review will be conducted after the service area flows have been
established and the existing system has been optimized. The second review will be conducted
after the recommended system expansion plan has been developed. The final review will occur
after the draft report has been submitted. The Consultant will receive comments after each of
these reviews and should be prepared to meet with County to discuss and address the comments.
TASK 6- PUBLIC OUTREACH PROGRAM
In order to keep the public informed as to the progress of this project, several workshop type
meetings will be conducted. A summary of proposed meetings that the Consultant must attend
through the course of the project are identified and described below:
.
Public Outreach Meetings - An introductory meeting will be held with the Consultant, the
BOCC and other County personnel, and the affected property owners during a special session
of the BOCC. The Consultant will be introduced to the various affected property owners,
and will present a brief approach to be used for final resolution of outstanding concerns.
During this meeting, the Consultant shall be ready to discuss alternative sewer system
configurations, technical and/or feasibility limitations associated with one or more sewer
options, and an overview of the planning and design process. Immediately following this
meeting, the Consultant shall begin a formal on-site interview with each property owner. It
is anticipated that these meetings will require approximately 1 to 1.5 hours per property to
complete the activities described above for Task 2B.
.
Special BOCC Meeting #1 - Upon completing the on-site evaluation for the 19 affected
properties and obtaining "unofficial" buy-in from each property owner, the Consultant shall
attend a special BOCC meeting to review the results of the on-site engineering evaluation
and shall summarize what type of system(s) will be installed to serve each property along
with an estimated cost. The cost estimates presented to the BOCC should clearly define
those costs that will likely be borne by the property owner (assuming no subsidies) as well as
those costs for which the County and/or Utility will be responsible for.
.
Special BOCC Meeting #2 - The third and final workshop meeting will be conducted once
the proposed build-out system configuration for Stock Island is developed. The
recommended type of system along with its conceptual layout shall be presented and
CONCEPTUAL SCOPE OF SERVICES.DOC
URS
Conceptual Scope of Services
Independent Engineering Evaluation
Final Planning for Stock Island Sewer System
Page 8 of 8
discussed. Any modifications that should be made to the existing vacuum collection system
shall also be reviewed and discussed including the potential elimination and/or addition of
buffer tanks, valve pits, etc. Per the results of the engineering evaluation, those users
currently served by the existing vacuum collection system which should be switched to and
served by the separate proposed sewer system will also be identified. Finally, the Consultant
will present the recommended system expansion and phasing plan for the sewer collection
system, treatment plant, and disposal system(s).
The Consultant shall complete the work described herein within four (4) months from receipt
of the Notice to Proceed from the County.
CONCEPTUAL SCOPE OF SERVICES.DOC
URS
David Burgstiner
URS Corporation
7650 West Courtney
Campbell Causeway
Waterford Plaza Suite 700
Tampa, F133607-1462
(813) 286-1711
THE WORLD LEADER IN
VACUUM SEWER TECHNOLOGY
CORPORATE OFFICE
AIRVAC, INC.
4217 N. Old U.s. 31, P.O. Box 528
Rochester, IN 46975 U.S.A.
Phone: (574) 223-3980
Fax: (574) 223-5566
Web: www.airvac.com .
3 September 2004
Subject: Stock Island
Gentlemen:
We apologize for the delay in sending our analysis of the expandability of the Stock "
Island v8:cuum system. We had difficulties in locating proposed property additions for 2
basic reasons:
1. The properties on your drawings were located by street address while the
original system design was based on business name or type of property.
2. The property lines shown on the provided documents did not in some cases
match the original system plan drawings.
This made it difficult to sort out which property was currently served or is to be served
vers~s proposed additions.
It would appear that some of the provided flows replace original data, others add to
originals and others are completely new. For this reason, the enclosed documents are
a blend of original and new flows. For properties to be added to the system, we
attempted to locate properties within the original service area or close enough for
minimal line extension. Many of the new properties lie well beyond the original service
area so we note them as "not on vacuum sewers" for the time being.
There are simply too many facts not presently known to us to provide the type of
recommendations you seek at this time. What we do know is the expand ability of. the
vacuum lines and the collection station itself. Based on the "blend" of flows between
original and proposed system at ultimate build-out, here is what it looks like to us: /
Vacuum Mains (friction should be less than 5 feet, static less than 13 feet).
Mains A & B: Friction = 4.72 ft, static= 9.86 ft so very little flow can be added.
Mains C &D: Friction = 1.61 ft, static = 2.62 ft so expansion is possible.
Main E: Friction = 2.28 ft, static = 5.73 ft so expansion is possible.
Main F: Friction = 3.62 ft, static = 2.22 ft so expansion is possible.
Vacuum Station Components:
Sewage pumps currently rated for 825 GPM. If we have ultimate flow right, slight
upgrade would be necessary.
Collection Tank (5000 gallon) currently sized to match 825 GPM peak flow so not
much flow can be added without significant upgrade.
Vacuum pumps: There are currently (4) pumps each rated for 455 cfm (3
running plus a spare). Based on current vacuum system piping, up to 33% of
vacuum piping could be added without overloading these pumps.
Our main concern for this system is and always has been the amount of flows
introduced by buffer tanks. As you know, our target is no more than 25% of system flow
may be introduced from this source due to the possibility of huge amounts of inflow
overwhelming the sewers and reducing available vacuum to neighboring vacuum
valves.
The documents enclosed include:
(2) Vacuum system line schematics, one is Initial Conditions, the other is Ultimate
. Conditions. Both have the "blended flows" mentioned earlier.
There is a spreadsheet organized by vacuum main and valve pit number (these
numbers came from original system). This same spreadsheet contains an analysis of
original system and proposed system with an overall analysis comparing the two.
There is a separate spreadsheet identifying all properties included in your documents.
On this spreadsheet, we indicate which map number is included in our vacuum system
analysis and which were not.
There are several spreadsheets, which compile hydraulic losses by vacuum main; both
initial and ultimate.
Admittedly, this is a lot of data to swallow but we wanted to be as thorough as possible.
Hope you can find your way through these okay.
As we discussed, it might we wise to meet and discuss variances between your concept
and what we think is feasible to add or modify before this goes much farther. We will try
our best to be available when that time comes so please give us plenty of notice so
work loads can be adjusted.
Meanwhile, if you have questions or need clarification, please let us know.
Sincerely,
~~;L-
Mike Taylor
Project Engineering Manager
CC: Rich Naret, Mike Osterman, Stock Island File
Appendix E
Flow Matchina Results
5400 us 1 LOTS
1016 00124140 SPOTTSWOOD PARTNERS INC 5400 US 1 LOTS 1,2,3,18,19,20 1 ,2,3,18,19,20 1366.7
RODRIGUEZ RAMON F & PATRICIA
908 00123750 A LOT 42 BLK 54 5TH AVE LOT 42 BLK 54 5TH AVE 453.1
2 00123740 3 D OF KEY WEST INC 1134.7
MURRAY MARINE SALES & SERVICE
720 00124080 INC 5710 OVERSEAS HWY 5710 US 1 MM 5 1490.3
5670 LAUREL AVE L 7 & 8 B
227 00124410 CMT PROPERTY MANAGEMENT LLC 5670 LAUREL AVE 31 91.6
5600 LAUREL AVE LOT 7
1001 00124350 SMITH KIT CARSON LEE 5600 LAUREL AVE GOMEZ TR 1041.7
1017 00124140 SPOTTSWOOD PARTNERS INC 985.3
5700 LAUREL AVE & 2ND
498 00124540 ITNOR CORPORATION THE 5700 LAUREL AVE ST 9989.6
817 00124400 QUESADO CORA ESTATE 5660 LAUREL AVE 5660 LAUREL AVE 84.3
CORNER OF MACDONALD
187 00124440 BURRIN FRED R DVM 6150 SECOND ST & 2ND ST 84.2
126 00124390 BONNETT MATTHEW R 5650 E LAUREL AVE 5650 LAUREL AVE 75.6
154 00124380 BRASWELL EDGAR & CAROLYN 5640 LAUERAL AVE 60.1
DION COMMERCIAL PROPERTIES
309 00124110 LLC 5390 OVERSEAS HWY US 1 & 5TH ST 130.5
DION COMMERCIAL PROPERTIES
310 00124120 LLC 5350 OVERSEAS HWY EX. MOODYS 543.8
5611 MCDONALD AVE L-20
821 00124530 R & S OF KEY WEST INC 5611 MACDONALD AVE B-31 1142.3
822 00124470 R & S OF KEY WEST INC 5671 MAC DONALD AVE 5601.1
280 00124520 CURRY OTIS R JR 5625 MACDONALD AVE 215 McDONALD AVE. 103.4
155 00124510 BRASWELL EDGAR G & CAROLYN H 5635 MACDONALD AVE 5635 MACDONALD AVE 188.2
DION COMMERCIAL PROPERTIES US#l & McDONALD AVE.
311 00124130 LLC 5300 OVERSEAS HWY OLD DOUG 117.6
14 SUNNY ISLE TRAILER
1033 00124550 STOCK ISLAND LLC 6325 FIRST ST PARK 27.0
5230 U.S. #1, (OLD
513 00132400 K M TOMITA INC 15230 OVERSEAS HWY WYLKES) 2045.6
OVERSEAS TRAILER PARK,
131 00125350 BOUNTY FISHERIES LIMITED 5302 MACDONALD AVE S.I.CA 6725.9
5450 MACDONALD AVE
1013 00125170 SPOTTSWOOD PARTNERS II LTD 5450 MACDONALD AVE UNIT #6 1342.5
683 00124830 MONROE COUNTY 2ND ST & MCDONALD AVE 2ND ST. & MCDONALD AVE. 267.0
LOT 12 BLK 42 MALONEY
834 00124940 REFRESHMENT SERVICES INC 5510 MALONEY AVE SID 117.4
5640 MCDONALD AVE NEX
620 00124800 M SCRIBNER PROPERTIES LLC 5640 MALONEY AVE TO ALLI 202.6
239 00124810 CONSOLIDATED ELECTRICAL 5650 MALONEY AVE 5650 MALONEY AVE L6 B35 38.0
STOCK ISLAND CHEVERON INC &
1030 00132440 MAUN JAMES J 5220 OVERSEAS HWY 100.2
WATTERSON EDGAR & ABREU HYDRANT #4 MACDONALD
1122 00124820 GERALD 5684 MACDONALD AVE AVE 45.3
1077 00124840 TOM THUMB FOOD STORES INC 5690 MALONEY AVE 5686 MALONEY AVE 34.6
LEMON WILLIAM L & GILBERT
578 00132460 MICHAEL L T/C 5216 OVERSEAS HWY US 1 & CROSS ST 51.1
576 00132480 LEMON WILLIAM L & GILBERT 5216 OVERSEAS HWY 5220 US 1 583.1
577 00132490 LEMON WILLIAM L & GILBERT 5216 OVERSEAS HWY 5210 US 1 MM 4.5 124.6
5200 OVt:H::it:A::i HwY
US1 & CROSS ST.-STOCK
590 00132510 LIPPI ANDREW ISLAND 49.1
801 00132830 POZZI JOHN & POZZI JOHN JR R/S 5294 SUNCREST RD 774.1
1084 00123691 TRUSTEES OF THE INTERNAL 0.0
STOCK ISLAND TR PK,
959 00132800 SHIELDS WILLIAM & MARY C & STOCK ISLAND (SUNKREST) BEHIND STA 492.6
G:/Waterwaste/Stock Island II/Reports/Appendices
URS Corporation
MACLAUGHLIN MARK J &
626 00124880 ELIZABETH 6200 2ND ST LAUREL AV & 2ND ST 356.4
MURRAY DAVID J & MARY C TR'S
717 00132520 DAVID US 1 & CROSS ST LT 12 70.1
1014 00125340 SPOTTSWOOD PARTNERS II L TD 0.0
434 00132560 GROSSMAN LYNN TRUSTEE 1595 NW 20' 16 & 17 646.3
89 00132570 BERARD RICHARD L 5176 OVERSEAS HWY 5176 US1 99.8
132 00125360 BOUNTY FISHERIES LIMITED 0.0
49 00132590 B D LAND CO LLC 5170 OVERSEAS HWY 5172 US 1 L20 BK 27 281.0
486 00125360 HOLLAND W SAM 100 FIFTH ST 235.9
1015 00125370 SPOTTSWOOD PARTNERS II LTD 0.0
6251 3RD ST #4 SLOANS TR
31 00125450 AMERIGAS EAGLE PROPANE L P COR 3RD ST & 1ST AVE PK 758.5
5510 FIRST AVE. BACK OF
747 00125380 PADGETT JOE T & NINA 5514 FIRST AVE PEPSI 105.1
5640 1ST AVE L4 B42 AKA
617 00125450 L YDA THERON 5640 FIRST ST 2121S 2.5
234 00125450 CON DELLA STEVE J 5650 FIRST AVE 163.8
43 00125450 ARNOLD RICHARD W & DORIS R 5630 FIRST AVE 5635 1ST AVE L17 BK35 141.8
211 00125440 CATES CRAIG & CHERYL 5590 FIRST AVE 5590 1ST AVE. & 3RD ST. 209.0
55821ST AVE #1 LT SIDE
37 00125420 ARCHER JOHN S 5582 FIRST AVE RES) 164.6
36 00125380 ARCHER JOHN 1ST AVE 0.0
COTTON OF KEY WEST LIMITED
250 00125390 PARTNERSHIP 5580 SECOND AVE 212.3
1069 00125410 TELCOM SYSTEMS L TD 5522 FIRST AVE 5522 1ST. AVE 37.6
235 00125450 CON DELLA STEVE J 5680 FIRST AVE 5680 1ST AVE L8I9 BK 42 22.3
6310 2ND SECOND ST. A
502 00125450 JG RENTALS LLC 6310 SECOND ST UP 162.6
526 00125480 KEY WEST BAPTIST TEMPLE INC 5704 MALONEY AVE 5710 MALONEY AVE 205.2
684 00132730 MONROE COUNTY 0.0
806 00132610 PRICE WALTER F TRUSTEE 810 US 1 AKA:5160 US 1 81.4
5158 US 1 REAR OF
807 00132620 PRICE WALTER F TRUSTEE 5158 OVERSEAS HWY PARADISE TA 96.3
56 00132580 BAILEY RONALD E JR 5135 SUNCREST RD 5135 SUNCREST RD 165.5
808 00132630 PRICE WALTER F TRUSTEE 5159 OVERSEAS HWY 5159 US 1 HWY 0.0
581 00132700 LERETTE THERESA 0.0
5180 SUNCREST RD
582 00132690 LERETTE THERESA 5180 SUNKREST RD SUNCREST TR P 432.3
1047 00132680 SUNCREST LANDING LLC 5176 SUNCREST RD 5176 SUNCREST ST #6 661.7
745 00125430 OVIDE KATHRYN ANN & 5587 SECOND AVE 187.0
1048 00132670 SUNCREST LANDING LLC 437.9
527 00125610 KEY WEST BAPTIST TEMPLE INC 5790 MALONEY AVE 1105.0
5551 2ND AVE BLK 41
456 00125380 HENSON STEVE R & DEBORAH & 5557 SECOND AVE MALONEY SI 86.7
SUNCREST MINI.SELF STORAGE
1050 00132650 LLC 5100 SUNCREST RD 5100 SUNCREST RD 286.4
ROBERTS CHARLES F & CURRY 5585 2ND AVE PART OF L
887 00125380 LEO M III TIC 5585 SECOND AVE 41 1198.6
405 00125450 GIL ANTONIO SR & CATHERINE UE 5625 SECOND AVE 22.7
6336 2ND ST SEAVIEW
975 00125450 SIMONS BRUCE & JUDITH K 6336 SECOND ST APTS # 2 904.5
COOPER JAMES ROBERT & NANCY
242 00125450 S 6391 THIRD ST 5590 3rd ST &3rd AVE L 87.8
DE MARCO PIERGIORGIO & MARIA
291 00125380 TRUSTEES 5565 SECOND AVE H 40 MIRIAM ST 166.8
195 00125600 CALABRO DANIEL J 5790 MALONEY AVE 5790 MALONEY AVE 144.2
LOT 24, BLK 27, CAPT.
587 00123510 L1BBEN CO 5110 OVERSEAS HWY KIDD'S T 1918.9
698 00123810 MONROE COUNTY ROAD 0.0
588 00132640 L1BBEN CO 0.0
843 00123500 REUTER WILLIAM H JR ETAL 0.0
583 00123470 LERETTE THERESA 0.0
1049 00123460 SUNCREST LANDING LLC 0.0
COTTON OF KEY WEST LIMITED
252 00132940 PARTNERSHIP THE 43.2
COTTON OF KEY WEST LIMITED
253 00132950 PARTNERSHIP THE 5TH ST & 2ND AVE 272.7
G:/Waterwaste/Stock Island II/Reports/Appendices
URS Corporation
6400 SUNSHINE AVE & 3RD
331 00126480 EGGERS ROBERT E L & JENNIFER 6400 SUNSHINE ST AVE 179.4
216 00126440 CHARLEY TOPPINO & SONS INC 0.0
990 00126270 SIMONS STEPHEN MARK 6415 SECOND ST 6415 2ND ST APT-D 583.9
2ND ST & 2ND AVE
991 00126280 SIMONS STEPHEN MARK 2ND ST & 2ND AVE CORNER CORNER 530.2
5790 2ND AVE L7,8,9 &10
452 00126330 HENDRICKS LARRY B & JULIE S 5790 SECOND ST MALONE 90.3
5750 2ND AV L 5&6 B 47
169 00126320 BRINGLE STEVEN A & JUDY M 5750 SECOND AVE MALONEY 195.3
5730 2ND AVE LOT 3&4 BLK
370 00126290 FLORIDA KEYS ELECTRIC INC 5730 SECOND AVE 47 251.1
459 00133210 HENSON STEVE R & DEBORAH A 79.0
404 00133050 GIL ANTONIO JR & GIL EMIGDIO A 6400 SECOND TER 6400 2ND ST 425.6
809 00123480 PRICE WALTER F TRUSTEE 0.0
4TH AVE & 6440 MALONEY
756 00126060 PEDRO MARTINIANO LIZ AVE 2340.8
603 00126450 LOPEZ ELOY SR & MARGARET 6401 SIXTH ST 6401 6TH ST #51 510.9
COTTON OF KEY WEST LIMITED
254 00132930 PARTNERSHIP THE 0.0
6410 2ND ST #6 VILLA
167 00133060 BRINGLE STEVEN A & 6410 SECOND ST PATRICIA 819.1
508 00126440 JONES GEORGINA M 6405 SIXTH ST 6405 6TH STREET 241.8
390 00126490 GALVAN ILUMINADA 6420 SUNSHINE ST 6420 SUNSHINE ST 236.8
168 00133070 BRINGLE STEVEN A & 6410 SECOND ST 6440 2ND ST 2 LOPEZ APTS 651.4
COTTON OF KEY WEST LIMITED
251 00132970 PARTNERSHIP 88.4
442 00126070 HARDEN HUNTER N & SANDRA Y 6412 MALONEY AVE 114.5
COTTON OF KEY WEST LIMITED
255 00132920 PARTNERSHIP THE 0.0
443 00126370 HARDEN MARC A & FOURTH AVE 0.0
PARKER DEREK & OROPEZA 6475 2ND ST PART OF L11
751 00126370 SCOTT G & ELIZABETH C & 6475 SECOND ST 847 855.5
1096 00126510 VALDEZ GALE I (Q) & 6430 SUNSHINE ST LOT B-42, #5 SUNSHINE ST. 255.0
319 00126440 DOLL FRANCES ANN & 6419 SIXTH ST 387.5
6414 2ND ST 6 VILLA ROSA
476 00133080 HERRERA CIRILO R & YOLANDA L & 6414 SECOND ST HOUSE 506.8
COTTON OF KEY WEST LIMITED
256 00132980 PARTNERSHIP THE 42.8
COTTON OF KEY WEST LIMITED
257 00132910 PARTNERSHIP THE 0.0
133 00123670 BOUNTY FISHERIES L TD 0.0
MALONEY AVE., ACROSS
1035 00126080 STROBLE & LEE ENTERPRISES INC 6420 MALONEY AVE FROM BOYD 41.6
HAMIL TON ANDY B & HAMILTON
437 00125730 HENRY B & 652.7
304 00133090 DEVRIES ELIZABETH R 6418 SECOND ST 6418 2ND ST #8 263.2
ARNOLD'S AUTO AND MARINE
46 00133200 REPAIR INC 6411 SECOND TER 64112NDTERRACE 48.2
COTTON OF KEY WEST LIMITED
249 00132990 PARTNERSHIIP THE 0.0
COTTON OF KEY WEST LIMITED
258 00132900 PARTNERSHIP THE 0.0
409 00126460 GOLDSTEIN IRA H & 6440 SUNSHINE ST 6440 SUNSHINE ST BLK 51 292.7
78 00126440 BEAVER JAMES M 6449 SIXTH ST 6449-6TH STREET 419.7
6531 MALONEY
933 00125740 S & W OF KEY WEST INC 6531 MALONEY AVE AVE"MASTER WHEEL 1298.4
924 00126090 ROY'S TRAILER PARK INC 6500 MALONEY AVE 6500 MALONEY AVE 18356.3
ARNOLD'S AUTO AND MARINE
47 00133190 REPAIR INC 102 SECOND TER 52.3
KEEVAN CLARENCE J &
520 00133100 JACQUELINE G 69.8
COOTON OF KEY WEST LIMITED
243 00132890 PARTNERSHIP THE 0.0
G:/Waterwaste/Stock Island II/Reports/Appendices
URS Corporation
COTTON OF KEY WEST LIMITED
259 00133000 PARTNERSHIP THE #5TH ST. SUNSHINE SID #2 0.0
518 00126440 KASZYK MARl ETA LOT 51-3RD AVE. LOT 51-3RD AVE. 510.3
562 00126520 LABORDE CAROLYN B 6419 SIXTH ST 369.3
KEEV AN CLARENCE J &
521 00133110 JACQUELINE G 220.4
CISNEROS YRAIDA (Q) - (T/C) & LOT 16 BLK 48 BETWEEN
220 00133180 GARCIA ESTELA M 6413 SECOND TER 2ND & 3R 151.0
COTTON OF KEY WEST LIMITED
260 00132880 PARTNERSHIP THE 0.0
COTTON OF KEY WEST LIMITED
261 00133010 PARTNERSHIP THE 0.0
BLANCO TERRY & ADRIANNA (B/Q) 6460 SUNSHINE ST & 3RD
116 00126540 & 6460 SUNSHINE ST AVE 251.2
CAPPS HARVEY R TRUSTEE
198 00126500 HARVEY CAPPS INTER VIVOS 5311 THIRD AVE 5351 3RD AVE 82.6
KEEV AN CLARENCE J & LOT 20 BLK 24 2ND AVE
522 00133120 JACQUELINE G 6436 SECOND ST MCDONALD 133.3
1128 00133170 WELLS STEVEN & DENISE 6415 SECOND TER 6415 2ND TERR APT 1 980.3
MALONEY & 4TH AVE,
591 00127260 LIZ PEDRO M & MIRTA 5730 FOURTH AVE McDONALD & 710.7
COTTON OF KEY WEST LIMITED
262 00133020 PARTNERSHIP THE 0.0
COTTON OF KEY WEST LIMITED
263 00132870 PARTNERSHIP THE 0.0
.293 00133130 DEGRAFFENREID KEVIN E & ELSA & 6410 SECOND ST 102 2ND ST APT B 56.4
685 00126580 MONROE COUNTY 0.0
422 00126770 GOODRICH ADRIAN I & TERRI A 5324 THIRD AVE 5350 3RD AVE L10 358.8
386 00126760 G&M REAL ESTATE L L C 5324 THIRD AVE 50.5
619 00126800 M P A OF KEY WEST LIMITED 5341 FIFTH AVE 55.2
635 00126690 MALONEY NORVIN G JR & MARY B 151.9
91 00126700 BERMAN JEFFREY 151.9
134 00126680 BOUNTY FISHERIES L TD 151.9
135 00126660 BOUNTY FISHERIES L TD 151.9
136 00126670 BOUNTY FISHERIES L TO 151.9
137 00126650 BOUNTY FISHERIES L TO 151.9
138 00126640 BOUNTY FISHERIES LTD 151.9
139 00126630 BOUNTY FISHERIES LTO 151.9
140 00126620 BOUNTY FISHERIES L TO 151.9
141 00126600 BOUNTY FISHERIES L TO 151.9
5312 3RD AVE APT 11
1141 00126730 WILSON APARTMENTS INC 5312 THIRD AVE WILSON APT 151.9
CORNER 3RD ST & 3RD
1142 00126720 WILSON APARTMENTS INC AVE MALON 151.9
1143 00126710 WILSON APARTMENTS INC 5312 THIRD AVE 151.9
142 00126610 BOUNTY FISHERIES L TD 151.9
92 00127250 BERNSTEIN BENJAMIN ESTATE 5700 FOURTH AVE 5TH ST. & MCDONALD AVE. 1104.5
221 00126380 CITY OF KEY WEST 0.0
406 00125750 GIL EMIGDIO ANTONIO 6529 MAC DONDLD AVE 6529 MALONEY AVE 1362.5
93 00127280 BERNSTEIN BENJAMIN ESTATE 6500 FRONT ST 6500 FRONT STREET 820.0
LOT 15 & 16 BLK 54 3RD
650 00126970 MC KILLlP ODES & ANITA 5530 THIRD AVE AVE. 4986.8
44 00126990 ARNOLD RICHARD W & DORIS R 5540 THIRD AVE 5540 3RD AVE 120.6
45 00127000 ARNOLD RICHARD W & DORIS R 301.6
937 00127010 SALlNERO FREDERICK A 5570 THIRD AVE 3rd AVE & 3rd ST. 264.9
STOCK ISLAND CRNR 3RD
240 00127030 COOPER JAMES ROBERT 5590 THIRD AVE AVE & 2N 65.2
298 00127040 DELTA MARINE INC 5600 THIRD AVE LOT 23 BLK 51-3RD AVE. 44.8
5624 3RD AVE LOT 24 BLK
593 00127050 LIZ ROLANDO & MATILDE 5624 THIRD AVE 54 74.0
1008 00127280 SPENCER ROBERT E & JERRY L 17.5
749 00127060 PADRON MICHAEL A JR 5630 THIRD AVE 3RD ST 3RD AVE APT 2 1835.9
1079 00127080 TORRES CLAUDE & SEIKO 5642 THIRD AVE 5646 3RD AVE FRONT 643.0
686 00126590 MONROE COUNTY 0.0
MURRAYS APTS #9 NKJA
66 00127090 BARTON DONALD J JR 5650 THIRD AVE 56503RD 151.4
G:/Waterwaste/Stock Island II/Reports/Appendices
URS Corporation
RODRIGUEZ JOSE A & CARMEN
903 00126840 TRS 5331 FIFTH AVE 5331 5TH AVE. APTS. 156.2
RODRIGUEZ JOSE A & CARMEN
904 00126830 TRS 5331 FIFTH AVE 156.2
902 00126850 RODRIGUEZ JOSE A 156.2
3RD .ST.. L.17, B.53
380 00126780 G & M PAINT & BODY SHOP INC 5324 THIRD AVE MALONEY S 205.5
RODRIGUEZ JOSE A & CARMEN
905 00126820 TRS 5331 FIFTH AVE 156.2
1037 00127090 STROBLE VERNON C & SAMARNG 5635 FOURTH AVE 35.4
212 00132350 CAYO HUESO INVESTMENTS INC 6511 MALONY AVE 6511 MALONEY AVE L 8 926.5
67 00127100 BARTON DONALD J JR MALONEY SUB 0.0
76 00127280 BEACH TV CABLE COMPANY INC FRONT ST 226.9
RODRIGUEZ RAMON F & PATRICIA
911 00127210 A 5507 FIFTH AVE 5507 5TH AVE UNIT C 332.1
202 00127180 CAREY JOANNE W LIFE ESTATE 5509 FIFTH AVE 37 38 39 BLK 54 141.1
FIRST STATE BANK OF THE
365 00127170 FLORIDA KEYS ETC 5511 FIFTH AVE 5511 5TH AVE L-36 BK-54 25.2
778 00132370 PFAHNING JEROME 110.9
241 00127160 COOPER JAMES ROBERT 5691 3RD AVE 250.0
1005 00127140 SOSA ARMANDO SR 5515 FIFTH AVE 948.0
35 00127130 ANDREWS STEWART J & LEDA N 5517 FIFTH AVE 5517 5TH AVE 102.0
68 00127120 BARTON DONALD J JR 93.7
5675 5TH AVE. L T 29+30
69 00127110 BARTON DONALD J JR 5675 FIFTH AVE MALONEY 415.1
30 00127150 ALVAREZ RAY & ROSE G 5513 FIFTH AVE 181.9
688 00127110 MONROE COUNTY FL 0.0
528 00123700 KEY WEST OCEAN FRONT LIMITED 0.0
321 00123790 DOT/ST.OF FL 0.0
322 00127310 DOT/ST.OF FL 0.0
BOARD OF COUNTY
119 00127300 COMMISSIONERS 6751 FIFTH ST 86.0
TOWNSEND RAIN K & PHILIP H 6621 MALONEY AVE L1
1081 00125770 H/W) 6621 MALONEY AVE COCONUT 4043.0
BOARD OF COUNTY
120 00127360 COMMISSIONERS 0.0
317 00123800 DOG TRACK PARTNERSHIP 5550 5TH AVENUE 0.0
823 00123600 RACKMAN JOSEPH R & 650 FRONT ST 363.6
95 00127290 BERNSTEIN MIRIAM 162.6
COTTON OF KEY WEST LIMITED
264 00126110 PARTNERSHIP THE 6670 MALONEY AVE 283.7
96 00127380 BERNSTEIN MIRIAM 5550 FIFTH AVE 103.8
COTTON OF KEY WEST LIMITED
265 00126130 PARTNERSHIP THE 6667 MALONEY AVE 274.3
515 00123600 K W RESORT UTILITIES CORP 0.0
323 00127390 DOT/ST.OF FL 0.0
94 00123770 BERNSTEIN BENJAMIN ESTATE 5316.0
332 00126120 EL MAR R V RESORT L L C 6700 MALONEY AVE 6700 EL MAR TR. PK. 353.6
COTTON OF KEY WEST LIMITED
266 00126110 PARTNERSHIP THE 6670 MALONEY AVE 249.2
516 00123850 K W RESORT UTILITIES CORP 0.0
COTTON OF KEY WEST LIMITED
267 00126130 PARTNERSHIP THE 245.4
516 00123850 K W RESORT UTILITIES CORP 0.0
52 00125860 BACLE PETER M & MONICA 6639 MALONEY AVE 0.0
SAUNDERS & DO ELMAN 6631 MALON EY AVE L TS 29
943 00125820 TRANSPROP LLC 6631 MALONEY AVE 30&3 518.2
GRAHAM NEAL E & JOHNS JEAN
426 00133760 ETAL 0.0
LOT 40 sa 45 MALONEY
51 00125850 BACLE PETER M & MONICA 6639 MALONEY AVE AVE & MAL 1822.6
438 00133760 HARBOR SHORES CONDOMINIUM 7391.2
553 00123710 KNIGHT EDWARD B 0.0
53 00125870 BACLE PETER M & MONICA 6639 MALONEY AVE 6651 MALONEY AVE 313.2
G:/Waterwaste/Stock Island II/Reports/Appendices
URS Corporation
BOWEN ALFRED & JOY & OROPEZA
143 00125890 SCOTT G & ELIZABETH & 327.6
61 00123540 BAMA TWO LLC 451.8
KNIGHT EDWARD B LIVING TRUST
555 00124010 01/23/97 0.0
END OF SHRIMP RD. (SAFE
647 00123760 MAYBERRY MARINA INC 7007 SHRIMP ROAD HARBOR 0.0
766 00125900 PEREZ RICHARD EUGENE EST 6021 PENINSULA AVE 0.0
54 00125880 BACLE PETER M & MONICA 33.1
767 00125910 PEREZ RICHARD EUGENE EST 0.0
768 00125920 PEREZ RICHARD EUGENE EST 0.0
769 00125930 PEREZ RICHARD EUGENE EST 0.0
770 00125940 PEREZ RICHARD EUGENE EST 0.0
687 00123780 MONROE COUNTY 0.0
97 00123880 BERNSTEIN MIRIAM 1 TWELFTH AVE 0.0
771 00126040 PEREZ RICHARD EUGENE EST 0.0
772 00126030 PEREZ RICHARD EUGENE EST 0.0
773 00126020 PEREZ RICHARD EUGENE EST 0.0
835 00126210 REGER JAMES J & MELODYE J 5948 PENINSULAR AVE 5948 MALONEY AVE 1113.0
774 00126010 PEREZ RICHARD EUGENE EST 0.0
836 00126230 REGER JAMES J & MELODYE J 0.0
837 00126220 REGER JAMES J & MELODYE J 0.0
8 PENINSULAR AVE L55
775 00126000 PEREZ RICHARD EUGENE EST 8 PENINSULAR AVE 645 2209.3
BOWEN ALFRED & JOY & OROPEZA
144 00125990 SCOTT G & ELIZABETH & 6003 MALONEY AVE LOT 14 MALONEY AVE. 599.2
740 00125950 OROPEZA HEllO & CARLEEN & 6003 PENINSULA AVE 6003 PENINSULAR 527.8
1127 00125950 WELLS KENNETH G 6651 PENINSULAR AVE 66.6
222 00123550 CITY OF KEY WEST 6900 FRONT ST 91.0
246 00123760 CORAL LAGOON PROPERTIES LLC 7121 OLD SHRIMP RD 80.4
223 00123580 CITY OF KEY WEST 0.0
776 00126050 PEREZ RICHARD EUGENE EST 0.0
1075 00123630 TIITFISOVEREIGNTY LANDS 0.0
KNIGHT EDWARD B LIVING TRUST
556 00124000 01/23/97 0.0
1091 00127460 UNITED STATES OF AMERICA PENINSULAR AVE 0.0
OROPEZA SCOTT G & ELIZABETH A
741 00127420 OROPEZA 5970 PENINSULAR AVE 5970 PENINSULAR AVE 325.7
6900 FRONT ST CES
224 00123620 CITY OF KEY WEST PLANT 91.0
367 00123610 FLA KEYS AQUEDUCT COMM 91.0
366 00123650 FLA KEYS AQUEDUCT 0.0
OLD SHRIMP RD (MORGAN
449 00123760 HARRIS DALLAS SHRIMP ROAD SHRIMP P 3869.9
554 00123900 KNIGHT EDWARD B 0.0
952 00123760 SEA MARKET INC & SHRIMP RD SHRIMP ROAD 695.8
124 00123760 BONNER BILL SHRIMP ROAD KING SHRIMP CO.I, 732.6
6325 1ST ST L T 25
1150 00124550 WOODSON EDWARD T JR 6325 FIRST ST WOODSONS TR 1756.8
PIZZI SAM DAVID & POZZI JOHN JR 1 RUSSO LANE (LEO'S
792 00132750 & GABRIELA TIC 5236 SUNCREST RD CAMP 3066.8
WOLKOWSKY DAVID W
TRUSTEE(DAVID W WOLKOWSKY
1146 00123910 LIVING 0.0
NEWMAN CLARENCE L & VIVIAN C 5031 5TH AVE L T C2
728 00124560 TRUSTEES 6125 SECOND ST SUNSET HARB 2613.8
648 00123760 MAYBERRY MARINA INC 7007 SHRIMP RD SHRIMP RD 3258.8
440 00123760 HARBOURVIEW MARINA LLC SHRIMP ROAD 0.0
441 00123760 HARBOURVIEW MARINA LLC SHRIMP ROAD 0.0
282 00123760 D&M ENTEERPRISES LLC SHRIMP ROAD 0.0
283 00123760 D&M ENTERPRISES LLC SHRIMP ROAD 0.0
735 00123760 OFFUTT HARRY C IV SHRIMP ROAD 0.0
921 00123760 ROURKE JOHN & SHRIMP ROAD 0.0
DENHART ERIC JOHN & MARIE
302 00123760 LOUIS C SHRIMP ROAD 0.0
290 00123760 DCD MARITIME INC SHRIMP ROAD 0.0
178 00123760 BROWNING ROBERT F TRUSTEE SHRIMP ROAD 0.0
G:/Waterwaste/Stock Island II/Reports/Appendices
URS Corporation
564 00123760 LAFLAIR RICKY LEE & MARCIA SHRIMP ROAD 0.0
PROBERT FAMILY LIMITED
813 00123760 PARTNERSHIP INC SHRIMP ROAD 0.0
830 00123760 RCM OF KEY WEST LLC SHRIMP ROAD 0.0
382 00123760 GAP PROPERTIES OF SW FL 1 INC SHRIMP ROAD 0.0
383 00123760 GAP PROPERTIES OF SW FL 1 INC SHRIMP ROAD 0.0
384 00123760 GAP PROPERTIES OF SW FL 1 INC SHRIMP ROAD 0.0
385 00123760 GAP PROPERTIES OF SW FL-1INC SHRIMP ROAD 0.0
506 00123760 JOHNSON LARRY & CHARLOTTE SHRIMP ROAD 0.0
507 00123760 JOHNSON LARRY & CHARLOTTE SHRIMP ROAD 0.0
312 00123760 DISSON ADAM J & SHRIMP ROAD 0.0
313 00123760 DISSON ADAM J & SHRIMP ROAD 0.0
314 00123760 DISSON ADAM J & SHRIMP ROAD 0.0
125 00123760 BONNER WILLIAM S SHRIMP ROAD 0.0
961 00123760 SHOCK ISLAND LLC SHRIMP ROAD 0.0
962 00123760 SHOCK ISLAND LLC SHRIMP ROAD 0.0
963 00123760 SHOCK ISLAND LLC SHRIMP ROAD 0.0
964 00123760 SHOCK ISLAND LLC SHRIMP ROAD 0.0
965 00123760 SHOCK ISLAND LLC SHRIMP ROAD 0.0
548 00123760 KEY-TEX SHRIMP CO INC SHRIMP ROAD 0.0
GAP PROPERTIES OF SW FLORIDA
392 00123760 11NC SHRIMP ROAD 0.0
75 00123760 BDM LLC SHRIMP ROAD 0.0
966 00123760 SHOCK ISLAND LLC SHRIMP ROAD 0.0
315 00123760 DLLD INC SHRIMP ROAD 0.0
5550 5TH AVE(BERENSON
318 00123800 DOG TRACK PARTNERSHIP 5550 5TH AVE KW TRACK 3978.9
666 00123800 MERIDIAN WEST L TD 5550 5TH AVE 0.0
60 00123570 BAMA ONE LLC 0.0
5TH ST. 1ST & 2ND AVE.
457 00126430 HENSON STEVE R & DEBORAH A BLK 39 0.0
458 00126420 HENSON STEVE R & DEBORAH A 0.0
245 00124150 CORAL HAMMOCK LLC 5510 OVERSEAS HWY 679.4
546 00124090 KEYS FERDERAL CREDIT UNION 0.0
1022 00124660 STANDARD MARINE SUPPLY CORP 5413 FIRST ST 1ST AVE. & 2ND ST. 174.8
1023 00124670 STANDARD MARINE SUPPLY CORP 0.0
1ST. AVE. LOT 14 BLK 34.
1024 00124700 STANDARD MARINE SUPPLY CORP 5713 FIRST AVE OLDM 65.4
6301 MALONEY AVE. & 1ST
453 00125520 HENNUM CHRISTINE W 6301 MALONEY AVE ST. 55.2
233 00132640 CONCH CONTRADA L C 0.0
529 00127400 KEY WEST OCEAN FRONT LIMITED 0.0
886 00123660 ROBBIE'S SAFE HARBOR MARINE 4239.4
SHRIMP RD (700 SHRIMP
934 00123720 SAFE HARBOR ENTERPRISES 700 SHRIMP RD PER CUST 2419.0
7 PENINSULAR DR. AKA
677 00127470 MING EJ JR & MING ROBERT M & 6000 PENINSULA AVE 6000 PENI 6909.1
765 00123680 PEREZ RICHARD EUGENE EST 467.9
480 00126200 HISTORIC TOURS OF AMERICA INC 0.0
481 00126240 HISTORIC TOURS OF AMERICA INC 0.0
482 00126250 HISTORIC TOURS OF AMERICA INC 00
483 00126260 HISTORIC TOURS OF AMERICA INC 0.0
MURRAY DAVID J & MARY C TA'S
718 00132720 MARY 0.0
MURRAY DAVID J & MARY C TR'S
719 00132710 MARY SUNKREST RD LOT 7 & 8 SUN KREST 270.6
G:/Waterwaste/Stock Island II/Reports/Appendices
URS Corporation
5610 MC DONALD AVE. #16
341 00124760 FAUST RONALD H & JOANN V 5620 MACDONALD AVE SLOANS 6506.4
BOYD'S CAMP GROUND,
145 00125670 BOYD'S CAMPGROUND L TO 5727 2ND AVE McDONALD'S 9356.2
1 00127430 201 OCEANSIDE INC 5960 PENINSULA AVE 5960 PENINSULAR AVE 16207.4
1072 00123890 THOMPSON P LEE & 2 TWELFTH AVE LTS 5 &612TH AVE 291.2
335 00128440 ESTEVEZ WILMA C27 TENTH AVE 27-C 10TH AVE. 415.7
30-C 10TH AVE., LINCOLN
624 00128470 MACIAS RIGOBERTO & BECKY C30 TENTH AVE GARDEN 196.6
623 00128480 MACIAS RIGOBERTO & C31 TENTH AVE C-31 10TH AVE 319.1
707 00128460 MORALES TANIA C29 TENTH AVE C-29 10TH AVE. 230.2
470 00128450 HERNANDEZ ROBERT JR (0) & (OR) C28 TENTH AVE C-2810TH AVE 127.7
BOND CAROLYN & CARMONA
123 00128490 DAVID RlS C32 TENTH AVE C-32 10TH AVE 124.2
579 00128520 LEON TIMOTHY C35 TENTH AVE C 3510TH AVE 193.1
LOT 36-C LINCOLN
279 00128530 CURRY OTIS R III C36 TENTH AVE GARDENS 54.8
846 00128500 RICHARDSON RAMONA & C33 TENTH AVE C-3310TH AVE. 156.2
488 00128510 HOUSE ANN M UE C34 TENTH AVE 34-C LINCOLN GARDENS 28.2
10 00128570 AGIN EDWARD TRUSTEE C41 TENTH AVE C-41 10TH AVE 116.4
976 00128590 SIMONS BRUCE & JUDY C42 TENTH AVE C 4210TH AVE 262.3
330 00128550 EDWARDS JOSEPH R & TERRI L C38 TENTH AVE 38C 10TH AVE 219.2
895 00128560 RODRIGUEZ AGUSTIN & C39 TENTH AVE C 39 10TH AVE 239.5
842 00128540 RENNICKS LYNN A & PATRICIA M C37 TENTH AVE 37-C LINCOLN GARDENS 249.7
148 00128630 BOZA MARY J C46 TENTH AVE C-46 10TH AVE 232.5
C-47 10TH AVE., LINCOLN
878 00128840 RIVIERA ENTERPRISES INC C47 TENTH AVE GARDEN 262.5
LOT 44-C LINCOLN
672 00128610 MILLER GAIL ANN TRUSTEE C44 TENTH AVE GARDENS 51.2
149 00128620 BOZA MARY J C45 TENTH AVE 58.3
150 00128600 BOZA MARY J C43 TENTH AVE C-43 10TH AVE 232.3
C-40 10TH AVE LINCOLN
848 00128570 RIOSECO ORLANDO & NORA E C40 TENTH AVE GARDEN 139.7
469 00128670 HERNANDEZ ROBERT C50 TENTH AVE C-SO 10TH AVE 257.7
C 49 101h AVE LINCOLN
782 00128660 PHELAN PAUL D & C49 TENTH AVE GARDEN 162.2
705 00128650 MORALES JOSE 0 C48 TENTH AVE C-48, 10TH AVE. 124.6
389 00130150 GALLOWAY PAUL L & MARIE G18 ROBERTA ST 5031 5TH AVE 109.9
811 00129850 PRIDE MARSHA F18 CROSS ST F 18 CROSS ST 136.2
393 00130400 GARCIA ANDRE M G43 MIRIAM ST G 43 MIRIAM ST 79.9
LOT 30-H LINCOLN
599 00130870 LOPEZ ELlDA UE H30 MIRIAM ST GARDENS 249.2
25 00129790 ALFONSO RICHARD G & ESTELA J F12 CROSS ST F 12 CROSS ST 169.9
OUESADA AMILKAR & MARLA
816 00130090 DAGER (HIW) G12 ROBERTA ST G 12 ROBERTA ST 168.3
757 00130460 PELLETIER ANNIE G49 MIRIAM ST G 49 MIRIAM ST 113.2
416 00130810 GOODE HARRY M H24 MIRIAM ST H 24 MIRIAM ST 137.5
B26 9TH AVE., LINCOLN
1009 00132090 SPENCER ROSA LENA & B26 NINTH AVE GARDENS 196.1
B-27 9TH AVE LINCOLN
716 00132100 MURPHY JOHN A & CHONG CHA B27 NINTH AVE GARDENS 135.1
30-B LINCOLN GARDENS
519 00132130 KEEN LOUISA (0) & B309TH AVE 9TH AVE 156.5
B-31 9TH AVE., LINCOLN
106 00132140 BISHOP MAXWELL 0 & BONITA L B31 NINTH AVE GARDENS 136.0
BLANCO FELIX & MADALlNA (B/O) &
112 00132120 LINARES B29 NINTH AVE 29-B 9TH AVE 152.1
B-28 9TH AVE LINCOLN
852 00132110 RIVERA ROLANDO & B28 NINTH AVE GARDENS 217.9
6-36 9TH AVE., LINCOLN
305 00132190 DiAl EDUARDO & B36 NINTH AVE GARDENS 115.6
192 00132200 CABANAS GEORGE B37 NINTH AVE B 37 9TH AVE 152.4
35-B 9TH AVE., LINCOLN
833 00132180 RECAREY EDUARDO S & DAISY B35 NINTH AVE GARDENS 150.3
630 00132160 MALBY ROBERT B33 NINTH AVE B-33 9th AVE 48.5
G:/Waterwaste/Stock Island II/Reports/Appendices
URS Corporation
34B 9TH AVE. LINCOLN
455 00132170 HENRY LEILA B34 NINTH AVE GARDENS 81.2
32-B 9TH AVE LINCOLN
700 00132150 MONTAGUE RUTH B B32 NINTH AVE GARDENS 196.3
41-B 9TH AVE LINCOLN
657 00132240 MCPHERSON CRITILDA B41 NINTH AVE GARDENS 194.1
BETANCOURT HERBERT &
103 00132250 FLORENCE 642 NINTH AVE B 42 9TH AVE 118.7
746 00132230 OWL EVERETT & VIVIAN 640 NINTH AVE 4O-B LINCOLN GARDENS 83.1
738 00132220 O'NEILL JOHN E & FRANCES A B39 NINTH AVE 39 B LINCOLN GARDENS 133.0
658 00132210 MCQUAIG OLIVER J & HELEN B38 NINTH AVE 38-B 9TH AVE. 229.3
1028 00132260 STEWART ANTOINETTE L & 643 NINTH AVE B-43 9th AVE. 206.9
VAUGHN RICHARD GLENN &
1099 00132280 CARRIE LYNNE 645 NINTH AVE 45-B 9TH AVE. 247.4
LOT 46-B LINCOLN
284 00132290 DAEFFLER DENNIS K & JANICE D 646 NINTH AVE GARDENS 119.6
977 00132270 SIMONS BRUCE & JUDY 644 NINTH AVE B 44 9TH AVE 232.6
659 00132330 MCQUAIG OLIVER J AND HELEN B50 NINTH AVE B-50 9th AVE 268.1
49 B 9TH AVE., LINCOLN
113 00132320 BLANCO GERARDO 649 NINTH AVE GARDENS 123.4
BOZA EDUARDO Z & CARl DAD 47-B 9TH AVE LINCOLN
146 00132300 MORALES IH/W\ 647 NINTH AVE GARDENS 125.0
703 00132310 MORALES CARIDAD(Q) & B-48 NINTH AVE 48 B 9TH AVE 325.9
SWIFT EDWIN 0 & BELLAND 10 SLOANS TR.PARK 5601
1053 00124990 CHRISTOPHER CLARK & 1 SLOANS LANDING 1ST AVE 1050.2
1152 00126390 WSMP-SOUTHEAST-COLORADO LP 2ND AVE & 3RD ST 3RD ST. & 2ND AVE. 573.0
1032 00126400 STOCK ISLAND LIMITED PTNSHIP 5501 3RD AVE 5501 3RD AVE. & 5TH ST. 31678.9
810 00126550 PRICE WALTER F TRUSTEE 5031 5TH AVE SUNSET HARBOR TR PK 8497.6
196 00128130 CALLAGHAN KEVIN 400 COUNTY RD CROSS ST 104.1
1078 00126390 TORRES CLAUDE & SEIKO 6471 THIRD ST 6471 3RD STREET 450.9
1120 00128120 WARD-GRANT PEGGY 410 COUNTY RD LOT 3 BLK 4 BALI DO SUBD 224.9
420 COUNTY ROAD BALlDO
237 00128070 CONNER CHESTER & DORIS UE 420 COUNTY RD SID 180.1
944 00128060 SAUNDERS SILAS S SR & VINA MAE 424 COUNTY RD LOT 3 BLK E BALI DO SUBD 287.5
274 00128140 COX OTHA P JR 156.9
604 00128110 LOPEZ GLENWOOD R & MICHELE R 396 BALI DO ST LOT 2 BLK 4 BALI DO ST. 177.0
SOMMERS VAUGHN L &
1004 00128150 GWENDOLYN M 303 CROSS ST BALlDO SUBD LOT 10 BLK 4 378.8
BETANCOURT ANGEL L & DELORES LOT 2 BLK 3 BALI DO SID
102 00128050 J 400 BALI DO TER 2ND ADD 315.2
499 00128080 JACKSON EDWARD L & VIRGINIA E 397 BALI DO ST 397 BALI DO DR., L5, B.3 213.3
794 00128100 PLA GERALD & KATHERINE 398 BALI DO ST LOT 1 BLK 4, BALI DO SID 101.6
305 CROSS ST., BALlDA SID
1046 00128160 SUMMERS DWAYNE UE 305 CROSS ST L.7, 273.6
713 00128040 MOUNTS ALFONSO E & BRENDA L 402 BALI DO TER LOT 1 BLK 3 BALI DO SID 172.8
399 BALlDO DR., L6, B.3
281 00128090 CURRY SARAH DOROTHEA 399 BALI DO ST BALI D 58.7
681 00127890 MITCHELL NATHAN & SONJA 401 BALI DO ST 401 BALI DO ST. 250.0
190 00127780 BUTLER WILLIAM N AND ANITA D 404 BALI DO TER 404 BALI DO TERR., L.1, B.l 384.1
417 00133410 GOODE HARRY M 6515 FIFTH ST 95.4
307 CROSS ST LOT 12 BLK
436 00128010 HALL ERIC E & SABRINA V 307 CROSS ST 12 B 120.8
1052 00127900 SUTTON MAXIE & ROZENIA 400 BALI DO ST 400 BALI DO ST. 114.1
1115 00133400 WALKER NICOL V 5414 THIRD AVE 14 ROBYN'S SID 3RD AVE 128.6
939 00133390 SANCHEZ THORNTON UE 5413 THIRD AVE #13 3RD AVE ROBYNS SID 196.6
888 00133380 ROBERTS JUDY M & 5412 THIRD AVE 54123RDAVE 194.1
729 00133370 NILES LEONORATQ\ & 5411 THIRD AVE 11 ROBYNS SID 557.8
512 00133360 JULIAN KENNETH F 95.4
347 00133350 FERNANDEZ RAMON ESTATE 5409 THIRD AVE 5409 3RD AVE L9 170.9
1102 00133340 VELAZQUEZ NANCY 5408 THIRD AVE ROBYN'S SID LOT 8 264.6
G:/Waterwaste/Stock Island II/Reports/Appendices
URS Corporation
853 00133330 RIVERA ROLANDO & LOURDES 5407 THIRD AVE 5407 3RD AVE #R7 255.4
6516 5TH ST ROBYN'S
931 00133420 RUSSELL TERESA K 6516 FIFTH ST SUBD LOT 1 216.0
110 00133320 BLANCO AMADA AVILA 5406 THIRD AVE 5406 3RD AVE. 293.8
847 00133310 RIEGELMAN WANDA 5405 THIRD AVE 5405 3RD AVE #5 147.5
804 00127880 PRESLEY RONALD D 403 BAUDO ST 403 BAUDO ST. 222.4
191 00127790 BUTLER WILUAM N AND ANITA D 0.0
829 00133300 RAMIREZ JOSE 5404 THIRD AVE 5404 3RD AVE NO 4 121.4
913 00127910 RODRIGUEZ ROBERTO & ONEUA 402 BAUDO ST 402 BAUDO ST 198.0
1089 00128000 TYNES LAURETTE 309 CROSS ST 309 CROSS ST. 318.6
328 00133290 DURAN WILUAM 5403 THIRD AVE 5403 3RD AVE #3 131.9
327 00133280 DURAN GHEOFRE & MILAGROS & 5402 THIRD AVE #2 ROBYN'S SID 166.3
RODRIGUEZ RAMON F & PATRICIA 5401 3RD AVE 1 ROBYNS
909 00133270 A 5401 THIRD AVE TR. PK. 237.8
OFF OLD SHRIMP RD NEXT
906 00126950 RODRIGUEZ RAMON & PATRICIA 5510 THIRD AVE TO ICE 552.5
1155 00133430 YARBROUGHTHOMASJ& 6517 FIFTH ST 6517 5TH ST LOT 17 160.5
559 00133450 KOEN BARBARA J 5419 ROBYN LN 95.4
410 BAUDO TERRACE
1088 00127800 TURSO GIACOMO & MARY E {B/Ql 410 BAUDO TER BOUD L3 B1 169.2
805 00133460 PRESTON ERNEST T 5420 ROBYN LN 95.4
487 00127870 HORNYAK JOHN D JR & MONICA S 405 BAUDO ST 405 BAUDO ST. 187.0
764 00127920 PEREZ MARIO C & 404 BAUDO ST 404 BAUDO ST. 218.3
311 CROSS ST., L.10, B.2
940 00127990 SANDS ROOSEVELT 311 CROSS ST BAUD 125.0
BAUCOM PROPERTY HOLDINGS 1
72 00133470 LLC 5421 ROBYN LN 95.4
785 00133480 PIERRE INNOCENT 5422 ROBYN LN 95.4
1125 00133490 WEECH PATRICIA JOYCE 5423 ROBYN LN 95.4
550 00133500 KIMBLER UL Y 5422 ROBYN LN 5422 ROBYNS LANE #22 95.4
1148 00133510 WOODS ALUSON J 5425 ROBYN LN 95.4
412 00133520 GONZALEZ DORA 5426 ROBYN LN 95.4
303 00133440 DEVRIES EUZABETH 6518 FIFTH ST 95.4
308 00133530 DIEZEL MICHAEL 5427 ROBYN LN 95.4
BAUCOM PROPERTY HOLDINGS 1
73 00133540 LLC 5428 ROBYN LN 5428 ROBYN LANE 134.0
1041 00133550 SUAREZ AUCIA 5429 ROBYN LN 95.4
40 00133560 ARNOLD JEFFREY W {Ql & 5430 FOURTH AVE 5429 4TH AVE 702.5
225 00133570 CLAVEY UNDA 5431 ROBYN LN 95.4
MONROE COUNTY HOUSING
690 00126910 AUTHORITY THE 156.2
MONROE COUNTY HOUSING
689 00126900 AUTHORITY 5201 5TH AVE #A L40 B53 156.2
MONROE COUNTY HOUSING
691 00126920 AUTHORITY THE 156.2
MONROE COUNTY HOUSING
692 00126940 AUTHORITY THE 156.2
MONROE COUNTY HOUSING
693 00126930 AUTHORITY THE 156.2
840 00127930 RENIER CHARLES H & LEAH M 406 BAUDO ST 406 BAUDO ST 225.6
1126 00127980 WELCH FLORINE H 313 CROSS ST 313 CROSS ST 134.5
727 00127860 NEFF C ROBERT & CATHERINE 407 BAUDO ST 407 BAUDO ST. 187.6
MONROE COUNTY HOUSING
694 00126890 AUTHORITY THE 156.2
MONROE COUNTY HOUSING
695 00126880 AUTHORITY THE 156.2
412 BAUDO TERR L 4 N 1/2
744 00127810 OSTERMAN JOSEPH C & JAMIE L 412 BAUDO TER OF5 288.0
MONROE COUNTY HOUSING
696 00126860 AUTHORITY THE 156.2
MONROE COUNTY HOUSING
697 00126870 AUTHORITY THE 156.2
5350 5TH AVE #3 SUNNY
907 00133580 RODRIGUEZ RAMON F & PATRICIA 5432 FIFTH AVE ISLE TR 834.5
795 00127940 POPE FLOYD 408 BAUDO ST 408 BAUDO ST 158.7
185 00127970 BURGOHY KEVIN E 315 CROSS ST 315 CROSS ST., L.8, B.2 250.0
G:/Waterwaste/Stock Island II/Reports/Appendices
URS Corporation
271 00127850 COVINO ELIZABETH PERKINS 409 BALlDO ST 409 BALI DO ST. 178.7
CORNER 5TH AVE & 5TH
171 00133720 BROGLI KENNETH E & ALBERTA 6547 FIFTH AVE ST LT 1-5 155.5
172 00133710 BROGLI KENNETH E & ALBERTA 5445 FIFTH AVE 50.3
447 00127820 HARNISH MICHAEL & DIONNE 0.0
SOUTHERN STAR OF KEY WEST
1007 00127230 INC 5505 FIFTH AVE 5500 BLOCK 5TH AVE 2327.4
54445TH AVE 44 ROBYN'S
55 00133700 BAILEY ALBERTA 5444 FIFTH AVE SID 238.5
5443 5TH AVE LOT 43
170 00133690 BROGLI ALBERTA 5443 FIFTH AVE ROBYNS SID 103.7
RODRIGUEZ RAMON F & PATRICIA
910 00127220 A 5510 FIFTH AVE 331.5
174 00133680 BROGLI KENNETH E JR & DEVON M 5442 FIFTH AVE 0.0
LOT 41 ROBYN'S SID, 5TH
395 00133670 GARCIA JUAN CARLOS & MIRIAM 5441 FIFTH AVE AVE 161.0
5440 5TH AVE. #40
511 00133660 JOSEPH ALEUS & PHILOSANE J 5440 FIFTH AVE ROBYN'S SID 104.7
644 00133650 MARTINEZ MODESTO & MARIA E 5439 FIFTH AVE LOT 39 ROBYN'S SID 252.2
929 00127960 RUSSELL FRANKLIN J ET UX 317 CROSS ST 317 CROSS ST., L.7, 8.2 242.5
1156 00127950 YGLESIAS RAMON F & 410BALlDOST 410 BALlDO ST 136.1
44B 00127830 HARNISH MICHAEL & DIONNE 0.0
777 00127640 PERKINS CELIA 411 BALI DO ST 411 BALlDOST 191.0
572 00133640 LEE VERA ESTATE 5438 FIFTH AVE 38 ROBYN'S SID 38.3
706 00133630 MORALES MADELINE M 5437 FIFTH AVE 37 ROBYNS SID 122.0
CORNER OF 5TH AVE &
173 00133730 BROGLI KENNETH E & ALBERTA 5446 FIFTH AVE 5TH ST 2435.8
1086 00133620 TUCKER WENDY R 5436 FIFTH AVE LOT 36 ROBYN'S SID 22.1
5435 5TH AVE 35 ROBYNS
1158 00133610 ZINTSMASTER MATTHEW 5435 FIFTH AVE SID 290.6
179 00133600 BRUEIN DONTA & OMAYRA 5434 FIFTH AVE 5434 5TH AVE LOT 34 129.1
5433 5TH AVE ROBYN'S
914 00133590 RODRIGUEZ TRICIA RAE 5433 FIFTH AVE #33 122.5
1003 00126100 SNIDER CAROL E 6620 MALONEY AVE 6620 MALONEY AVE LOT 1 48.8
JOHNSON CLARENCE D &
505 00126100 HENRIETTA 6620 MALONEY AVE 6620 MALONEY AVE LOT 2 135.9
712 00130580 MORROW CARRIE Hl FIFTH AVE 124.8
662 00130590 MENDEZ ROLANDO & H2 FIFTH AVE 124.8
LOT 15 BLK 1 LINCOLN
575 00131160 LEGGETT JOAN A TRUSTEE UE 25 SIXTH AVE MANOR 272.3
DOYLE MARIA T & MARSHALL
324 00130670 RONALD J RlS Hl0 FIFTH AVE 5233 5TH AVE #A L32 B53 442.7
1044 00130680 SUAREZ WM & ANA M Hl1 FIFTH AVE 5221 5TH AVE #A L35 B53 330.1
639 00130640 MARl US ALONA N K & LAURENCE H7 FIFTH AVE H-7 5TH AVE 335.3
ALEXANDER JOHNN & ALEIDA
22 00130650 LOPEZ (HlWl H8 FIFTH AVE H 85TH AVE 296.0
339 00130600 FALLON ZAIDA P H3 FIFTH AVE H-3 5TH AVE 76.9
RADEMAKER THOMAS JOSEPH &
824 00131140 RACHEAL LE TRS 27 SIXTH AVE 10 6TH AVE L13 Bl 69.9
6TH AVE ,L 14 B 1 LINCOLN
504 00131150 JOHNSON BRENDA L 29 SIXTH AVE MANO 87.7
LOT 12 BLK 1, LINCOLN
26 00131130 ALLEN EMERSON E & AUDREY J 23 SIXTH AVE MANOR 150.0
21-6TH AVE. LINCOLN
1133 00131120 WHITE PHYLLIS M 21 SIXTH AVE MANOR SID 313.9
LOT 10 BLK 1 LINCOLN
1074 00131110 THURSTON CORITHA UE 19 SIXTH AVE MANOR 67.8
BUTLER LOFTON AMBROSE & LOT 9 BLOCK 1, LINCOLN
189 00131100 VIRGINIA MARTHA 17 SIXTH AVE MANOR 93.1
176 00131090 BROWN JAMES C 15 SIXTH AVE LOT 8, LINCOLN MANOR 101.5
12 00131080 AGUIAR ANA LIDIA 13 SIXTH AVE 13 6TH AVE 164.0
LOT 5 BLK 1 LINCOLN
28 00131060 ALLEN NATHALIE 9 SIXTH AVE MANOR 493.5
LOT 6 BLK 1 LINCOLN
680 00131070 MITCHELL DOLORES M 11 SIXTH AVE MANOR 116.5
G:/Waterwaste/Stock Island II/Reports/Appendices
URS Corporation
ANDERSON WILLIE L SR & JOANNE
33 00131050 C 7 SIXTH AVE 7 -6TH AVE. 128.0
204 00131040 CAREY ROY VINCENT JR & 5 SIXTH AVE 36TH AVE 186.5
LOPEZ ELOY M JR & O'KEEFE
602 00131020 STACY DTIC 1 CROSS ST 171.6
COLLINS FRANK CLARK (a) & H 95TH AVE LINCOLN
231 00130660 COLLINS DEAN ARNOLD & H9 FIFTH AVE GARDENS 535.6
H-6 5TH AVE., LINCOLN
500 00130630 JACKSON ERNEST LEE H6 FIFTH AVE GDNS 99.5
289 00130620 DAVALOS ANTONIO H5 FIFTH AVE 5-H 5TH AVE 120.0
163 00130610 BRAVO RALPH R & KARLA L & H4 FIFTH AVE H-4 5TH AVE 207.7
16TH AVE. LINCOLN
970 00131030 SIMMONS JAMES H & GLENDA D & 5 SIXTH AVE MANOR 282.0
1034 00126100 STONE ROY C JR 0.0
611 00127510 LOSLEY FREDERICK A TRUSTEE 6630 MALONEY AVE 6630 MALONEY AVE 7C 1904.8
THOMAS JAMES M & JERIL YN
1070 00126100 WOMACK THOMAS (H/W) 6620 MALONEY AVE 6620 MALONEY AVE LOT 4 150.7
653 00126100 MCCAIN JOHN 6620 MALONEY AVE 6620 MALONEY AVE LOT 5 122.1
PENT ROBERT H (a) & DOROTHY M
758 00130690 ESTATE H12 MIRIAM ST 124.8
423 00126100 GORDEN DIANE LEE & 6620 MALONEY AVE 6620 MALONEY AVE L6 150.6
387 00126100 GAGE RICHARD D & TONI MICHELLE 6620 MALONEY AVE 6620 MALONEY AVE LOT 7 212.1
215 00129680 CHARLES KLEBERT & ISABELLE F1 CROSS ST F 1 CROSS ST 144.3
466 00130570 HERNANDEZJOSEla)& G60 MIRIAM ST G 60 MIRIAM ST 134.3
329 00129980 DYSON DONALD C F1 CROSS ST 111.9
978 00130700 SIMONS BRUCE & JUDY H13 MIRIAM ST H 13 MIRIAM ST 150.2
857 00131190 RIVIERA DRIVE IN 0.0
879 00131200 RIVIERA ENTERPRISES INC 0.0
858 00131170 RIVIERA DRIVE IN 0.0
859 00131310 RIVIERA DRIVE IN 0.0
860 00131290 RIVIERA DRIVE IN 0.0
880 00131300 RIVIERA ENTERPRISES INC 0.0
881 00131280 RIVIERA ENTERPRISES INC 0.0
861 00131210 RIVIERA DRIVE IN 0.0
882 00131220 RIVIERA ENTERPRISES INC 0.0
883 00131180 RIVIERA ENTERPRISES INC 0.0
862 00131270 RIVIERA DRIVE IN 0.0
884 00131260 RIVIERA ENTERPRISES INC 0.0
863 00131250 RIVIERA DRIVE IN 0.0
864 00131230 RIVIERA DRIVE IN 0.0
885 00131240 RIVIERA ENTERPRISES INC 0.0
297 00126100 DELPH MICHAEL S & EDEE M 6620 MALONEY AVE 6620 MALONEY AVE LOT 8 171.5
6620 MALONEY AVE LOT 9
18 00126100 ALBRECHT WALTER E 6620 MALONEY AVE DEDUCT 98.9
667 00129690 METCALF DIANE L F2 CROSS ST F-2 CROSS ST 123.5
201 00129990 CAREY CLYDE J JR G2 ROBERTA ST G 2 ROBERTA ST 111.9
1103 00130560 VELOSO DOMINGO J TRUSTEE G59 MIRIAM ST 111.9
424 00130710 GORDON HAROLD L SR & MARY L H14 MIRIAM ST H 14 MIRIAM ST 89.5
557 00126100 KNOWLES BRIAN THOMAS SR & 6620 MALONEY AVE 6620 MALONEY AVE LOT 10 320.9
HERRERA CIRILO & YOLANDA &
474 00130720 L1PCHAK ANA R/S H15 MIRIAM ST H 15 MIRIAM ST 392.0
912 00129700 RODRIGUEZ RICHARDO A & F3 CROSS ST F 3 CROSS ST 271.9
1094 00130000 URBAY IVAN & OMAIRA G3 ROBERTA ST G 3 ROBERTA ST 142.3
152 00130550 BRADY RALPH D JR & G58 MIRIAM ST G 58 MIRIAM ST 111.9
926 00126100 ROZELLE ANN M 6620 MALONEY AVE 136.9
6620 MALONEY AVE LOT 15
9 00126100 ADRION MICHELLE AlaI & 6620 MALONEY AVE DED FR 469.6
14 00130010 AKUNA VICTORIA K KATZAKIAN G4 ROBERTA ST G-4 ROBERTA ST 273.4
849 00130540 RIOSECO RAUL & GUILLERMINA G57 MIRIAM ST 57 G MIRIAM ST 244.2
561 00129710 KUSH MAN RICK A F4 CROSS ST F 4 CROSS ST 41.8
1080 00130730 TORRES JOSE L & JULIETTE B H16 MIRIAM ST 124.8
631 00131570 MALBY ROBERT W A24 SEVENTH AVE 24-A 7TH AVE 155.4
101 00131580 BERULDSEN DIANE A25 SEVENTH AVE 105.4
363 00131550 FIEDLER BRUCE A22 SEVENTH AVE A-22 7TH AVE. 153.7
979 00131560 SIMONS BRUCE & JUDY A23 SEVENTH AVE A 23 7TH AVE 194.1
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URS Corporation
348 00131540 FERNANDEZ RAMON ESTATE A21 SEVENTH AVE 21 A 7TH AVE 160.0
402 00131380 GIBBS HELEN A A5 SEVENTH AVE A57THAVE 133.3
6-A 7TH AVE., LINCOLN
503 00131390 JOHNSON ABRAHAM D & MARCIA M A6 SEVENTH AVE GARDENS 140.6
206 00131530 CARTER JONATHAN E & KATHRYN A20 SEVENTH AVE 20 A 7TH AVE. 278.4
ALEXANDER JOHN NORMAN &
21 00131520 ALEIDA LOPEZ (H/W) A19 SEVENTH AVE 19-A 7TH AVE. 102.0
1138 00131500 WILLIAMS DAVID F & LOUANNA R & A17 SEVENTH AVE 17A 7TH ST 180.0
18A 7TH AVE LINCOLN
349 00131510 FERNANDEZ RAMON ESTATE A18 SEVENTH AVE GARDENS 102.8
OROPEZA SCOTT G & OROPEZA
742 00131490 TODD M & A 16 SEVENTH AVE 16-A 7th AVE 393.8
1021 00131460 STAMETS VINCENT S & MARLEN A13 SEVENTH AVE 13-A 7TH AVE 207.5
LOT 14-A LINCOLN
612 00131470 LOUIS JEAN A14 SEVENTH AVE GARDENS 347.0
ll-A 7TH AVE., LINCOLN
209 00131440 CASTRO GEORGINA N A 11 SEVENTH AVE GARDENS 103.0
GRIFFIN NANCY S & BANACH
432 00131450 WALTER W R/S A12 SEVENTH AVE 12A 7TH AVE 122.6
632 00131430 MALBY ROBERT W Al0 SEVENTH AVE 10 A 7TH AVE 164.9
633 00131420 MALBY ROBERT W A9 SEVENTH AVE 9-A 7TH AVE. 206.3
350 00131410 FERNANDEZ RAMON ESTATE A8 SEVENTH AVE 8A 7TH AVE 12.4
351 00131400 FERNANDEZ RAMON ESTATE A7 SEVENTH AVE 7 A 7TH AVE 150.1
403 00131370 GIBBS HELEN A A4 7TH AVE A-47TH AVE 98.1
431 00131340 GRIFFIN NANCY Al SEVENTH AVE 168.8
306 00131480 DIAZ EDUARDO & PATRICIA M A15 SEVENTH AVE 15 A 7TH AVE 97.4
SPENCER TERRANCE LEE & ROSE
1011 00131360 MARIE A3 SEVENTH AVE A-37TH AVENUE 306.0
SPENCER TERRANCE LEE & ROSE
1012 00131350 MARIE A2 SEVENTH AVE 148.3
787 00126100 PINE & PALM TRAILER PARK INC 6620 MALONEY AVE 6620 MALONEY AVE 125.0
1104 00129720 VELOSO DOMINGO J TRUSTEE F5 CROSS ST F 5 CROSS ST 124.6
F-16 CROSS ST, LINCOLN
161 00129830 BRAVO RALPH R F16 CROSS ST GARDENS 204.0
352 00130130 FERNANDEZ RAMON ESTATE G16 ROBERTA ST G 16 ROBERTA ST 162.9
825 00130420 RAFIELD MARY G45 MIRIAM ST 45-G MIRIAM ST 80.7
15 00130850 ALBERT KENNETH H28 MIRIAM ST H 28 MIRIAM ST 181.8
16 00129840 ALBERT KENNETH J F17 CROSS ST F 17 CROSS ST. 135.9
BAKER RAYMOND E & LISETTE
57 00130140 B/O) G17 ROBERTA ST G-17 ROBERTA ST 217.3
629 00130860 MALBY CHARLES RICHARD SR H29 MIRIAM ST 124.8
G-44 MIRIAM ST., LINCOLN
17 00130410 ALBERT KENNETH J G44 MIRIAM ST GARDE 119.5
450 00128430 HARRIS EDWARD E & PHYLLIS C C26 TENTH AVE 26-C 10TH AVE. 277.7
1157 00130020 ZERPA LAZARO & G5 ROBERTA ST G 5 ROBERTA ST 113.3
594 00130530 LOCKWOOD DOLORES C G56 MIRIAM ST G-56 MIRIAM ST 165.7
104 00130740 BICK MICHAEL ANTHONY H17 MIRIAM ST H 17 MIRIAM ST 119.8
920 00126100 ROSWELL NANCY 6620 MALONEY AVE 6620 MALONEY AVE LOT 14 125.8
796 00126100 PORTER POWELL D 6620 MALONEY AVE 0.0
6620 MALONEY AVE LOT 16
1107 00126100 VENTIMIGLIA RICHARD K 6620 MALONEY AVE DEDF 264.9
980 00130520 SIMONS BRUCE & JUDY G55 MIRIAM ST 55 G MIRIAM ST 217.2
H-18 MIRIAM ST., LINCOLN
64 00130750 BARISH B JULI H18 MIRIAM ST GARDE 210.3
230 00129730 COLGLAZIER JIM W & AMELIA F6 CROSS ST F-6 CROSS ST 85.1
6-G ROBERTA ST, LINCOLN
473 00130030 HERNANDEZ TOMAS & ADELA B G6 ROBERTA ST GDNS 67.4
26-A 8TH AVE., LINCOLN
435 00131590 GUZMAN HECTOR A & REBECCA L A26 EIGHTH AVE GARDENS 443.4
A-30 8th AVE LINCOLN
159 00131630 BRAVO RALPH R & KARLA L A30 EIGHTH AVE GARDENS 102.1
PRESLEY DOLORES (a) & PRESLEY
803 00131640 DAVID T/C A31 EIGHTH AVE 31-A 8TH AVE. 262.3
981 00131600 SIMONS BRUCE & JUDY A27 EIGHTH AVE 27-A 8TH AVE. 258.5
42 00131620 ARNOLD MAE T A29 EIGHTH AVE A-29 8TH AVE. 153.3
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41 00131610 ARNOLD MAE A28 EIGHTH AVE A28 8TH AVE 63.0
35 A 8TH AVE, LINCOLN
475 00131680 HERRERA CIRILO R & YOLANDA & A35 EIGHTH AVE GARDENS 92.2
359 00131690 FERRELL MICHAEL T & JUSTINE A A36 EIGHTH AVE A 36 8TH AVE 322.6
33-A 8TH AVE.. LINCOLN
668 00131660 MICHAUD DARRELL & CYNTHIA & A33 EIGHTH AVE GARDENS 166.3
34-A8TH AVE., LINCOLN
732 00131670 NORRIS ESTRELLA P A34 EIGHTH AVE GARDENS 160.4
982 00131650 SIMONS BRUCE & JUDY A32 EIGHTH AVE 32 A 8TH AVE 189.0
278 00131710 CURRY LORRAINE A38 EIGHTH AVE A-38 8TH AVE L1NC GARD 143.3
39-A 8TH AVE., LINCOLN
722 00131720 NASEIRO LORENZO JR & DAISY M A39 EIGHTH AVE GARDENS 201.0
A-37 8th AVE.. LINCOLN
901 00131700 RODRIGUEZ FELIX & SORAIDA A37 EIGHTH AVE GARDENS 571.0
1129 00131790 WELLS STEVEN S & DENISE M M6 EIGHTH AVE A-46 8TH AVE. 299.9
398 00131800 GARCIA TAMMY L M7 EIGHTH AVE A 47 8TH AVE 261.8
A-44 8th AVE LINCOLN
160 00131770 BRAVO RALPH & KARLA A44 EIGHTH AVE GARDENS 121.8
763 00131780 PEREZ MARIO & MARGARET M5 EIGHTH AVE 45A 8TH AVE 185.0
HERNANDEZ RIGOBERTO &
468 00131760 TOMASA M3 EIGHTH AVE 43 A 8TH AVE 229.1
699 00131730 MONTAGUE CHERIE A MO EIGHTH AVE A-40 8TH AVENUE 298.0
29 00131750 ALLEN WENDY (Q) & A42 EIGHTH AVE A 42 8th AVE 159.3
BRUGMAN EDWARD H & MILDRED
181 00131830 G A50 EIGHTH AVE A-50 8TH AVENUE 78.0
BRUGMAN EDWARD H & MILDRED A-49 8TH AVE LINCOLN
182 00131820 G M9 EIGHTH AVE GARDENS 98.7
LOT 48-A LINCOLN
586 00131810 LEWIS JOHN C & MARY E M8 EIGHTH AVE GARDENS 8TH 156.7
492 00130040 HYATT & HYATT INC G7 ROBERTA ST G-7 ROBERTA ST 304.0
39 00130510 ARENCIBIA MARCOS & DEBORAH G54 MIRIAM ST G 54 MIRIAM ST 71.6
H 19 MIRIAM ST LINCOLN
957 00130760 SHEPPARD PETER & H19 MIRIAM ST GARDEN 157.9
701 00129740 MOORE BEVETTE F7 CROSS ST F 7 CROSS ST 220.6
1083 00129750 TRUJILLO JOSE I F8 CROSS ST F 8 CROSS ST 72.5
RIOSECO SIXTO R & CRUZ M
850 00130050 RIOSECO G8 ROBERTA ST G 8 ROBERTA ST 134.2
818 00130500 QUINONES FABIO & NEREIDA G53 MIRIAM ST G 53 MIRIAM ST 233.3
1087 00130770 TURK JOHN & LINDA H20 MIRIAM ST 124.8
H-21 MIRIAM ST., LINCOLN
414 00130780 GONZALEZ MICHAEL & WENDY S H21 MIRIAM ST GARDE 170.1
203 00130060 CAREY LEO L G9 ROBERTA ST G 9 ROBERTA ST 124.7
SUAREZ KETTY NOVA & REINALDO
1042 00129760 I (HIW) F9 CROSS ST F 9 CROSS ST 345.1
1139 00130490 WILLIAMS DAVID F & LOUANNA R & G52 MIRIAM ST 111.9
BALBUENA ROMUALDO F & HELEN
58 00131880 MAE B5 EIGHTH AVE B-5 8TH AVE 80.0
8TH AVE B-6 LINCOLN
107 00131890 BISHOP RANDALL R & DARLENE V B6 EIGHTH AVE GARDENS 164.3
193 00131850 CABRERA CORNELIA (Q) & B2 EIGHTH AVE B-2 8th AVE 325.0
641 00131860 MARPLE MICHELLErQ) & B3 EIGHTH AVE B-3 8th AVE. 150.8
353 00131840 FERNANDEZ RAMON ESTATE Bl EIGHTH AVE B-1 8TH AVE. 247.4
LOT 4-B LINCOLN
661 00131870 MENDEZ ROBERTO J & MARIA R B4 EIGHTH AVE GARDENS 152.2
570 00131930 LAUKKANEN JULIO H (Q) & Bl0 EIGHTH AVE 10-B 8TH AVE. 269.8
856 00131940 RIVIERA DR IN THEATRE INC Bl1 EIGHTH AVE 11-B LINCOLN GARDENS 198.1
1109 00131910 VICTOR MARIE B8 EIGHTH AVE 6406 MALONEY AVE 190.4
754 00131920 PARTINGTON JEFFREY A & MARIA L B9 EIGHTH AVE B-9 LINCOLN GARDENS 98.4
B-7 8TH AVE., LINCOLN
915 00131900 RODRIQUEZ AGUSTIN & ANGELA M B7 EIGHTH AVE GARDENS 257.8
226 00131970 CLEMENTS GILBERT B14 EIGHTH AVE B-14 8TH AVE 193.2
15-B 8TH AVE., LINCOLN
634 00131980 MALGRAT CARMEN I (Q) & B15 EIGHTH AVE GARDENS 291.1
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B 13 8TH AVE., LINCOLN
360 00131960 FERRER REGLA M B13 EIGHTH AVE GARDENS 52.0
FERNANDEZ SANTIAGO &
358 00131950 ESTEFFANY B12 EIGHTH AVE B-128THST 141.0
F-l0 CROSS ST LINCOLN
651 00129770 MC MAHON MARCIANA L Fl0 CROSS ST GARDENS 140.6
BAUCOM PROPERTY HOLDINGS 1
74 00132040 LLC B21 EIGHTH AVE B 21 8TH AVE 357.6
354 00132050 FERNANDEZ RAMON ESTATE B22 EIGHTH AVE B22 8TH AVE 216.3
127 00132020 BOQUETTE FRANK & MAGAL Y & B19 EIGHTH AVE B-19 8TH AVE 211.9
938 00132030 SANCHEZ EDWARD J & PETRA M B20 EIGHTH AVE B-20 8TH AVE 181.7
828 00132010 RAMIREZ CAMILO & SUGEY B18 EIGHTH AVE B18 8th AVE. 118.3
DiAl RICARDO & TAMMY LYNN
307 00132000 I (H/Wl & B17 EIGHTH AVE B-178TH AVE. 113.6
RODRIGUEZ FEDERICO & 16-B 8TH AVE.. LINCOLN
900 00131990 RODRIGUEZ NERRY & B16 EIGHTH AVE GARDENS 131.4
FERNANDEZ DAVID MORLEY & G-l0 ROBERTA ST,
346 00130070 VITIA PENA (H/Wl Gl0 ROBERTA ST LINCOLN GDNS 93.4
AYERS KENNETH W JR & MAYRA
48 00130480 PEREZ(H/W) G51 MIRIAM ST G 51 MIRIAM ST 222.9
H 22 MIRIAM ST.. LINCOLN
415 00130790 GONZALEZ ORESTES & ANA H22 MIRIAM ST GARDE 177.7
B-24 8TH AVE., LINCOLN
585 00132070 LEWIS JOHN C & MARY B24 EIGHTH AVE GARDEN 283.8
B25 8TH AVE LINCOLN
34 00132080 ANDINO L1SSETTE CUSTODIAN FOR B25 EIGHTH AVE GARDENS 197.2
158 00132060 BRAVO RALPH B23 EIGHTH AVE B-23 8TH AVE 176.7
936 00123590 SAFE HARBOUR MARINA LLC 6810 FRONT ST REVERSE OSMOSIS PLANT 39884.8
355 00130800 FERNANDEZ RAMON ESTATE H23 MIRIAM ST H 23 MIRIAM ST 256.7
F 11 CROSS ST L1NCLON
356 00129780 FERNANDEZ RAMON ESTATE Fl1 CROSS ST GARDENS 150.0
1018 00130470 SQUELLA JORGE G50 MIRIAM ST 50 G MIRIAM ST 178.6
1019 00130080 SQUELLA JORGE & Gll ROBERTA ST G 11 ROBERTA ST 114.5
941 00130100 SARIOL EDUARDO R & JOSEFINA G13 ROBERTA ST G 13 ROBERTA ST. 205.1
733 00130450 NORRIS JASON L G48 MIRIAM ST G 48 MIRIAM ST 111.9
20 00129800 ALEXANDER JOHN NORMAN F13 CROSS ST F 13 CROSS ST 281.9
418 00130820 GOODE HARRY M H25 MIRIAM ST H-25 MIRIAM ST 86.1
613 00129810 LOUIS MARY PIERRE & F14 CROSS ST F-14 CROSS ST 247.3
396 00130440 GARCIA LOUIS NILO & LILA G47 MIRIAM ST G 47 MIRIAM ST 121.7
748 00130110 PADRON EUGENIO & ELIZABETH G14 ROBERTA ST G 14 ROBERTA ST 202.2
H-26 MIRIAM ST., LINCOLN
419 00130830 GOODE HARRY M H26 MIRIAM ST GARDE 146.3
LOPEZ ELOY JR & O'KEEFE STACY
600 00130430 D R/S G46 MIRIAM ST G-46 MIRIAM ST 252.4
983 00130120 SIMONS BRUCE & JUDY G15 ROBERTA ST G-15 ROBERTA ST 149.2
610 00129820 LOPEZ ZAIDA R F15 CROSS ST F 15 CROSS ST 241.8
H-27 MIRIAM ST., LINCOLN
420 00130840 GOODE HARRY M H27 MIRIAM ST GARDE 221.4
LOT 1-C 9TH AVE.,
601 00128180 LOPEZ ELOY M JR Cl NINTH AVE LINCOLN GARD 145.6
C-59TH AVE LINCOLN
114 00128220 BLANCO JUAN A & & MICHELLE C5 NINTH AVE GARDENS 259.4
C-6 9TH AVE. LINCOLN
362 00128230 FETTER CHRISTOPHER WILLIAM C6 NINTH AVE GARDENS 58.5
357 00128190 FERNANDEZ RAMON ESTATE C2 NINTH AVE C-2 9TH AVE 120.3
565 00128200 LAMADRID YOEL C3 NINTH AVE 3-C 9TH AVE 90.0
10-C 9TH AVE., LINCOLN
1043 00128270 SUAREZ LUISA Cl0 NINTH AVE GARDENS 272.1
569 00128280 LARA THOMAS 0 Cll NINTH AVE 11 C 9TH AVE 111.3
660 00128250 MEDEROS JESUS C8 NINTH AVE C89TH AVE 195.7
1114 00128260 WALDON DARRELL L C9 NINTH AVE 9-C 9TH AVE. 66.9
855 00128240 RIVIERA DR IN THEATRE IN C7 NINTH AVE C-7 9TH AVE 169.0
LOT 4-C, LINCOLN
643 00128210 MARTINEZ L1VAN & CAROLINA C4 NINTH AVE GARDENS 102.5
679 00128310 MIRA JAMES JR & ROBERTA C14 NINTH AVE C 14 9TH AVE 228.0
316 00128320 DND LLC C15 NINTH AVE C-15 9TH AVE 112.6
899 00128300 RODRIGUEZ AUGUSTIN SR & C13 NINTH AVE C-13 9th AVE. 146.9
G:/Waterwaste/Stock Island II/Reports/Appendices
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LAMBERSON JAMES E & C-12 9TH AVE., LINCOLN
566 00128290 LAMBERSON RUTH I C12 NINTH AVE GARDENS 285.3
C-21 9TH AVE LINCOLN
984 00128380 SIMONS BRUCE & JUDY C21 NINTH AVE GARDENS 253.8
652 00128390 MC QUAIG OLIVER J & HELEN C22 NINTH AVE C-22 9TH AVE. 139.4
851 00128370 RITLOP JOHN STEVE & C20 NINTH AVE C-20 LINCOLN GARDENS 267.5
6 00128360 ADDLEMAN GARY C19 NINTH AVE C-19 9th AVE 67.5
18-C 9TH AVE., LINCOLN
7 00128350 ADDLEMAN GARY FLOYD C18 NINTH AVE GARDENS 241.6
17-C 9TH AVE LINCOLN
8 00128340 ADDLEMAN GARY FLOYD C17 NINTH AVE GARDENS 110.3
205 00128330 CARRODEGUA RAUL C16 NINTH AVE C-16 LINCOLN GARDENS 157.0
C-25 9TH AVE LINCOLN
645 00128420 MARTINEZ REYNALDO A (Ql & C25 NINTH AVE GARDENS 214.2
BRASWELL EDGAR G & CAROLYN H
156 00128410 RlS C24 NINTH AVE C-24 9TH AVE. 127.0
549 00128400 KIDWELL DAVID L C23 NINTH AVE C 23 9TH AVE 221.2
HILLMAN ALAN K & NANCY KEE CO-
479 00130880 TR'S H31 MIRIAM ST H 31 MIRIAM ST 189.7
638 00129860 MARISCAL LOUIS & GLORIA F19 CROSS ST F 19 CROSS ST 144.7
RODRIGUEZ AGUSTIN SR &
897 00130160 ANGELA G19 ROBERTA ST G 19 ROBERTA ST 161.9
1010 00130390 SPENCER SONIA G42 MIRIAM ST G 42 MIRIAM ST 188.2
295 00130890 DEGRAVE STEPHEN R H32 MIRIAM ST H 32 MIRIAM ST 170.0
985 00129870 SIMONS BRUCE & JUDY F20 CROSS ST F 20 CROSS ST 72.5
896 00130170 RODRIGUEZ AGUSTIN JR & G20 ROBERTA ST G 20 ROBERTA ST 628.2
462 00130380 HERNANDEZ GILDA C G41 MIRIAM ST G 41 MIRIAM ST 246.6
JORDAN WILLIAM A (Q) & JORDAN D-1 10TH AVE., LINCOLN
510 00128680 HAZEL V RlS D1 TENTH AVE GARDENS 126.8
433 00128730 GRIFFITHS AUDREY D6 TENTH AVE D-6 10th AVE. 157.9
1038 00128740 STUBBLEFIELD FRANKLIN E & JOY D7 TENTH AVE D-710tH AVE. 159.9
D-210th AVE., LINCOLN
841 00128690 RENIER CHARLES H & LEAH M D2 TENTH AVE GARDENS 216.6
865 00128770 RIVIERA DRIVE IN D10 TENTH AVE D-10 10TH AVE 174.5
D-11 10TH AVE LINCOLN
866 00128780 RIVIERA DRIVE IN D11 TENTH AVE GARDENS 137.3
867 00128750 RIVIERA DRIVE IN D8 TENTH AVE D-8 10TH AVE. 184.2
D9 10th AVE LINCOLN
868 00128760 RIVIERA DRIVE IN D9 TENTH AVE GARDENS 197.3
799 00128720 POWELL STEVEN L & LETISIA D5 TENTH AVE D-510TH AVE 99.3
D-410TH AVE., LINCOLN
197 00128710 CANOVA VICTOR H & MARIA P D4 TENTH AVE GARDENS 241.9
D-310TH AVE LINCOLN
917 00128700 ROLDAN JORGE & WANDA MAE D310TH AVE GARD SUBD 32.8
869 00128800 RIVIERA DRIVE IN 013 TENTH AVE D1310TH AVE 162.2
870 00128810 RIVIERA DRIVE IN D14 TENTH AVE D-14 10TH AVE 163.2
871 00128790 RIVIERA DRIVE IN D12TENTH AVE D-1210th AVE. 141.9
186 00128880 BURNETT JEAN R D21 TENTH AVE D2110thAVE 125.9
872 00128890 RIVIERA DRIVE IN D22 TENTH AVE D2210TH AVE 200.1
11 00128870 AGIN LINDA D20 TENTH AVE D 20 10TH AVE 217.9
207 00128860 CASO MARCOS A D19 TENTH AVE D19 10TH AVE 256.9
D-16 LINCOLN GDS. 10TH
873 00128830 RIVIERA DRIVE IN D16 TENTH AVE AVE 122.3
874 00128840 RIVIERA DRIVE IN D17 TENTH AVE D 1710TH AVE 263.2
875 00128820 RIVIERA DRIVE IN D15 TENTH AVE D-15 10TH AVE 195.7
784 00129880 PIERCE MARY L F21 CROSS ST F 21 CROSS ST 82.6
986 00128920 SIMONS BRUCE & JUDY D25 TENTH AVE D 25 10tH AVE 153.4
394 00128910 GARCIA CARMEN D24 TENTH AVE D-2410TH AVE 207.4
876 00128900 RIVIERA DRIVE IN D23 TENTH AVE D-23 10TH AVE 157.1
PEREZ JOSE HERMINIO &
761 00128850 JACQUELINE D18 TENTH AVE 0-18 10th AVE. 181.7
ALFONSO CECILIA & AGUIAR
24 00130180 ARMANDO (B/Q) (RlS) G21 ROBERTA ST G 21 ROBERTA AVE 239.6
987 00130370 SIMONS BRUCE & JUDY G40 MIRIAM ST G 40 MIRIAM ST 89.3
1130 00130900 WELLS STEVEN S & DENISE M H33 MIRIAM ST 124.8
988 00129890 SIMONS BRUCE & JUDY F22 CROSS ST F 22 CROSS ST 242.0
GAITAN FELIX A & GAITAN MARTA J
388 00130190 & G22 ROBERTA ST G 22 ROBERTA ST 266.6
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MALBY CHARLES R JR & MALBY
628 00130360 ALAN L R/S G39 MIRIAM ST G 39 MIRIAM ST 134.6
228 00130910 COLBY GLlCY H34 MIRIAM ST H 34 MIRIAM ST. 135.8
493 00129900 IGLESIAS RUBEN & AURORA F23 CROSS ST F 23 CROSS ST 165.0
333 00130200 ELGART MATTHEW & G23 ROBERTA ST G 23 ROBERTA ST 104.8
731 00130350 NORAT RAFAEL G38 MIRIAM ST G 38 MIRIAM ST 213.8
573 00130920 LEESON DAVID & H35 MIRIAM ST H 35 MIRIAM ST 167.2
27-D 11TH AVE., RIVIERA
726 00128940 NATONSKI JANICE E & D27 ELEVENTH AVE HOMES 145.0
678 00128950 MIRA ARMANDO M III & L1SBEY C D28 ELEVENTH AVE D-28 11TH AVE 149.0
PITTS HERMAN ROGER & VICKY 26-D 11TH AVE., LINCOLN
791 00128930 LYNNE D26 ELEVENTH AVE GARDEN 158.4
1082 00129020 TRUJILLO DONALD D35 ELEVENTH AVE D-35 11TH AVE. 242.1
1020 00129030 STAFFORD WILLIAM E & EVA M D36 ELEVENTH AVE D-36 11TH AVE. 404.1
D32 11TH AVE., RIVIERA
1036 00128990 STROBLE MARTHA B D32 ELEVENTH AVE HOMES 265.9
580 00129000 LEONARD STEVEN P & D33 ELEVENTH AVE D-33 11TH AVE. 353.2
953 00128980 SEIDEL DEANNA L D31 ELEVENTH AVE D31-11TH AVENUE 160.7
607 00128970 LOPEZ JOSE D30 ELEVENTH AVE D 30 11TH AVE 254.2
180 00128960 BRUEINNORMAN & JEANNETTE D29 ELEVENTH AVE #D-2911TH AVE. 179.5
889 00129040 ROBERTS WILLIAM & SABRINA D37 ELEVENTH AVE D37 11TH AVE 279.8
558 00129010 KOBEZAK JAMES JR & EDNA B D34 ELEVENTH AVE D-34 11TH AVE. 236.4
194 00129170 CABRERA GUDELlO & BERTA D50 ELEVENTH AVE D5011thAVE 263.7
D-49 11TH AVE., LINCOLN
997 00129160 SIMS AMY D49 ELEVENTH AVE GARDEN 281.4
397 00129150 GARCIA RAY & ESTELA L D-48 11TH AVE D-48 11TH AVE 91.7
213 00129140 CEPERO JESUS & MARTA D47 ELEVENTH AVE D-47 11TH AVE. 340.4
23 00129130 ALFARO LOUIS JR & CARl DAD D46 ELEVENTH AVE 46-D 11TH AVE 190.2
622 00129110 MACHADO MARIA E D44 ELEVENTH AVE D4411TH AVE 406.5
407 00129120 GILLIS LILIAS M D45 ELEVENTH AVE D-45 11TH AVE. 186.5
467 00129050 HERNANDEZ RAMON & MERCEDES D38 ELEVENTH AVE D-38 11th AVE 375.0
674 00129060 MILLER WILLIAM W & ADA C D39 ELEVENTH AVE 39-D 11TH AVE. 102.9
D43 11TH AVE.. LINCOLN
1149 00129100 WOODS AN IT A L (0) & VON A D43 ELEVENTH AVE GARDENS 176.7
605 00129090 LOPEZ GREGORY S D42 ELEVENTH AVE 42D 11th AVE. 159.7
893 00129080 ROBINSON WILLIAM SANDS JR & D41 ELEVENTH AVE D4111TH AVE 230.6
40-D 11TH AVE RIVIERA
715 00129070 MURPHY JAMES T & D40 ELEVENTH AVE HOMES 219.9
VAN MATER ROBIN & VAN MATER
1098 00130210 LORI & G24 ROBERTA ST G 24 ROBERTA ST 210.4
494 00129910 IGLESIAS RUBEN & AURORA F24 CROSS ST F-24 CROSS ST. 103.4
1111 00130340 VILLABA ROSA G37 MIRIAM ST 111.9
421 00130930 GOODMAN ALISSA TAMAR H36 MIRIAM ST H 36 MIRIAM ST 140.4
RAMIREZ ARTURO E (0) & BASUL TO
827 00130220 MARIA C T/C G25 ROBERTA ST G 25 ROBERTA ST 142.2
495 00129920 IGLESIAS RUBEN & AURORA F25 CROSS ST F 25 CROSS ST 92.9
294 00130330 DEGRAVE STACEY G36 MIRIAM ST G 36 MIRIAM ST 137.9
560 00130940 KUNTZ RHONDA H37 MIRIAM ST H 37 MIRIAM ST 162.6
410 00129930 GONZALES BENEDICTA F26 CROSS ST F 26 CROSS ST 127.9
364 00130950 FINDLAY GARY E H38 MIRIAM ST H 38 MIRIAM ST 141.7
762 00130230 PEREZ MARIA A & PEREZ OMAR & G26 ROBERTA ST G 26 ROBERTA ST 245.7
PEREZ ARMANDA & GRAZ DANIEL
759 00130320 T/C (B/O) G35 MIRIAM ST G 35 MIRIAM ST 488.5
471 00129180 HERNANDEZ ROGELlO Ell ELEVENTH AVE 101.6
932 00129270 RYAN MICHAELJ E10 ELEVENTH AVE #E-l0 11TH AVE. 356.5
11 E 11TH AVE., LINCOLN
464 00129280 HERNANDEZ JESUS & MARTHA E11 ELEVENTH AVE GARDENS 273,2
115 00129240 BLANCO JULIO & LUCIA El1 ELEVENTH AVE E-7 11TH AVE. 327.7
854 00129250 RIVERA SEFERINO JR & MARIA E8 ELEVENTH AVE 8-E 11TH AVE 112,8
CASTILLO MICHAEL CHRISTOPHER 5-E 11TH AVE., RIVIERA
208 00129220 0) E5 ELEVENTH AVE HOMES 112.2
945 00129230 SAWYER ANTHONY G & MYRNA E E6 ELEVENTH AVE E-6 11TH AVE 164.5
5 00129190 ADAMS WARREN JR & EVANGELINE E2 ELEVENTH AVE 2-E 11TH AVE. 255,8
1131 00129200 WELTERS RALPH & FRANKERLlNE L E3 ELEVENTH AVE E-3 11TH AVE. 162.4
G:/Waterwaste/Stock Island II/Reports/Appendices
URS Corporation
153 00129420 BRAMBLE DONALD E & AMANDA H E25 ELEVENTH AVE E-25 11TH AVE. 210.6
ARENCIBIA FRANCISCO & E 2411TH AVE, LINCOLN
38 00129410 MERCEDES E24 ELEVENTH AVE GARDENS 353.2
296 00129390 DELGADO EDUARDO III E22 ELEVENTH AVE E2211THAVE 249.0
E-23 11TH AVE RIVIERA
890 00129400 ROBERTSON DOLORES L E23 ELEVENTH AVE HOMES 190.5
721 00129380 MYERS SEAN F (SERVICE) E21 ELEVENTH AVE 21-E 11TH AVE. 97.6
E-1311lh AVE LINCOLN
968 00129300 SIMMONS BERNARD & ETHEL E13 ELEVENTH AVE GARDENS 286.9
13 00129310 AGULAR FELIX & NAOMI E14 ELEVENTH AVE E-1411lh AVE. 253.2
523 00129290 KERNS ROLLIN F & LEONA C E12 ELEVENTH AVE E-ll1TH AVE 486.9
1097 00129260 VALLE LUISA E9 ELEVENTH AVE E-9 11TH AVE. 111.7
753 00129210 PARRA DANIEL & DARCIE A E5 ELEVENTH AVE E 4 11TH AVE. 291.2
LEGGETT FRANK R & LEGGETT
574 00129370 JOAN (B/O) E20 ELEVENTH AVE 20-E 11TH AVE. 141.0
832 00129360 REAM KATHLEEN E19 ELEVENTH AVE E-1911TH AVE. 139.6
1137 00129350 WILLIAMS DAVID F & LOUANNA R & E18 ELEVENTH AVE E-8 11TH AVE. 259.0
1026 00129340 STEHL Y ALMA MILAGRO E17 ELEVENTH AVE 17 E 11TH AVE 298.7
166 00129330 BRINGLE GREGORY J & E16 ELEVENTH AVE E-1611THAVE 171.0
1073 00129320 THRESS DALE B & MARJORY A E15 ELEVENTH AVE E-1511THAVE. 111.7
210 00129940 CASTRO NOEMI UE F27 CROSS ST F-27 CROSS ST. 154.6
898 00130240 RODRIGUEZ ALICIA G27 ROBERTA ST G-27 ROBERTA ST 98.1
59 00130960 BALL FRED G H39 MIRIAM ST 124.8
1106 00130310 VELOSO MIMI E G34 MIRIAM ST 111.9
268 00130970 COUGHLIN CALVIN H40 MIRIAM ST H 40 MIRIAM ST 124.8
969 00129950 SIMMONS BRUCE & JUDY F28 CROSS ST F 28 CROSS STREET 208.5
750 00130250 PADRON MIRTHA F G28 ROBERTA ST G 28 ROBERTA ST 167.0
671 00130300 MILAM ILUMINADA B G33 MIRIAM ST G 33 MIRIAM ST 60.0
411 00129520 GONZALES HORTENSE AGUIAR E35 TWELFTH AVE E 3512TH AVE. 305.1
E-3612TH AVE., LINCOLN
129 00129530 BOUCHARD ANNA BOVI & E 3612TH AVE GARDEN 142.7
430 00129490 GREENE JIMMY L SR & JUDITH A E32 TWELFTH AVE 32-E 12TH AVE 186.2
E-3312TH AVE., LINCOLN
463 00129500 HERNANDEZ JESUS E33 TWELFTH AVE GARDEN 343.7
1029 00129480 STILLSON MARY E 31 E TWELFTH AVE 31 E 12TH AVE. 145.6
ESTAVEZ ORLANDO P & PATRICIA 30-E 12TH AVE., RIVIERA
334 00129470 M E30 TWELFTH AVE HOMES 211.8
26-E 12TH AVE., LINCOLN
1116 00129430 WALLACE CHARLES R JR E26 TWELFTH AVE GARDEN 535.4
O'FARRILL PEDRO S & NERCIDA
734 00129550 B/O) & E38 TWELFTH AVE 38-E 12TH AVE 204.0
1039 00129560 STUBBLEFIELD FRANKLIN E & JOY L E39 TWELFTH AVE LOT 39-E 12TH ST. 170.4
598 00129540 LOPEZ CALVIN A & DONNA L E37 TWELFTH AVE E-3712tH AVE 135.7
928 00129510 RUSSELL EDWARD G & E24 TWELFTH AVE E-3412TH AVE 98.6
1090 00129460 TYNES PAULETTE D (0) & E29 TWELFTH AVE E 29-12TH AVE. 126.1
ALLEN JULIA MATHIS & ALLEN
27 00129450 TYNUA D E28 TWELFTH AVE 28E 12TH AVE 322.0
826 00129440 RAHMING LEANDER JR & ANGELA E27 TWELFTH AVE 27 E 12TH AVE 156.1
LOT E-4212TH AVE.,
584 00129590 LEWIS DARYL E SR & PEARLINE R E42 TWELFTH AVE LINCOLN GA 228.9
892 00129600 ROBINSON WILLIAM SANDS JR E43 TWELFTH AVE 43-E 12TH AVE 276.0
894 00129580 ROBINSON WILLIAM SANDS JR & E41 TWELFTH AVE 41-E 12TH AVE 266.0
609 00129570 LOPEZ ORIOL & MIRTA E40 TWELFTH AVE E40 12TH AVE. 163.5
E-49 12TH AVE., LINCOLN
1105 00129660 VELOSO DOMINGO J TRUSTEE E49 TWELFTH AVE GARDEN 222.3
VICTORIA MARCIANA E-50 12TH AVE., LINCOLN
1110 00129670 LAOUINDANUM E50 TWELFTH AVE GARDEN 238.3
46-E 12TH AVE., LINCOLN
737 00129630 OLDHAM REJANE E46 TWELFTH AVE GARDEN 164.0
391 00129640 GALVAN JORGE E & RAOUEL E47 TWELFTH AVE 47-E 12TH AVE. 318.0
704 00129620 MORALES FRANCISCO & MIRTA E45 TWELFTH AVE 45-E 12TH AVE. 91.2
608 00129610 LOPEZ NORMA F E44 TWELFTH AVE 93.2
413 00129650 GONZALEZ GERTRUDIS E48 TWELFTH AVE E-4812TH AVE. 333.9
151 00129960 BOZO ARNALDO A F29 CROSS ST F 29 CROSS ST 282.9
269 00130260 COUGHLIN CALVIN G29 ROBERTA ST G 29 ROBERTA ST 297.1
1101 00130290 VEGA DANIEL EDUARDO & G32 MIRIAM ST 111.9
G:/Waterwaste/Stock Island II/Reports/Appendices
URS Corporation
270 00130980 COUGHLIN MARY K UE H41 MIRIAM ST H 41 MIRIAM ST. 466.3
989 00129970 SIMONS BRUCE & JUDY F30 CROSS ST F 30 CROSS ST 95.8
1140 00130270 WILLIAMS GEORGE A G-30 ROBERTA ST G 30 ROBERTA ST 295.2
1085 00130280 TRYON WILLIAM PAUL & KELLY G31 MIRIAM ST 111.9
618 00130990 LYNN SHIRLEY ANN TRUSTEE H42 MIRIAM ST H 42 MIRIAM ST 84.5
877 00131000 RIVIERA DRIVE IN H43 MIRIAM ST 124.8
HERNANDEZ JORGE & HERNANDEZ 13-A 12TH AVE., LINCOLN
465 00132331 RA YSI T/C A13 TWELFTH AVE GARDEN 522.9
#14-A 12TH AVE., LINCOLN
1151 00132331 WORKMAN MARY ALICE A14 TWELFTH AVE GARDE 152.6
798 001 32331 POWELL LETISIA A8 TWELFTH AVE 8-A 12TH AVE. 343.1
625 00132331 MACIAS RIGOBERTO & BELKIS A9 TWELFTH AVE 9-A 12TH AVE. 174.0
65 00132331 BARISH JULIUS F A7 TWELFTH AVE 7A 12th AVE 206.0
214 00132331 CHAPIN MARJORIE T A3 TWELFTH AVE 3A 12TH AVE 139.5
LOT A 5 STUART SUBD
589 00132331 L1N ADELAIDE H A5 TWELFTH AVE 12TH AVE 125.8
563 00132331 LADD LUCILLE A1 & A2 TWELFTH AVE A-1 12TH AVE 168.4
175 00132331 BROWN EARLE W A22 TWELFTH AVE 22-A 12TH AVE 139.5
23-A 12TH AVE., LINCOLN
472 00132331 HERNANDEZ ROGELlO A23 TWELFTH AVE GARDEN 273.4
17-A 12TH AVE., LINCOLN
760 00132331 PEREZ GARMAS MIRIAM A17 TWELFTH AVE GARDEN 232.0
BLANCO ARCADIO & L1BRADA (B/Q) 18-A 12TH AVE.. LINCOLN
111 00132331 & BLANCO JUAN SR A18 TWELFTH AVE GARDEN 241.1
996 00132331 SIMPSON MARGARET RUTH A16 TWELFTH AVE A 16 12TH AVE 190.3
15A 12TH AVE LINCOLN
273 00132331 COWLES SHAWN M A15 12TH AVE GARDENS 353.5
673 00132331 MILLER GAIL ANN TRUSTEE A12 TWELFTH AVE 12A 12TH AVE 75.7
11A 12TH AVE., LINCOLN
184 00132331 BUNTROCK RICHARD L A11 TWELFTH AVE GARDENS 58.0
918 00132331 ROMO BRYAN J & ANGELA S (BlQI A10 TWELFTH AVE 10-A 12TH AVE 234.2
272 00123880 COWLES CHRIS & MELODY 0.0
98 00132331 BERNSTEIN MIRIAM A29 TWELFTH AVE 0.0
4 00132331 ADAMS RONALD A & A28 TWELFTH AVE A-2812th AVENUE 208.3
344 00132331 FAVIER ELLIOTT A A25 TWELFTH AVE 25-A 12th AVE. 214.2
A-26 STUART SUB-
345 00132331 FAVIER ELLIOTT A A26 TWELFTH AVE DIVISION 155.0
606 001 32331 LOPEZ JORGE A24 TWELFTH AVE A2412TH AVE. 381.7
802 001 32331 PRAG GLENN A A21 TWELFTH AVE 21-A 12TH AVE. 531.6
HERBST JEFFREY ALLEN & JILL K
461 00132331 WOLFE (H/W) A20 TWELFTH AVE A 20 12TH AVE 175.1
BOUCHARD THOMAS ANTHONY (Q) A-19 12TH AVE., LINCOLN
130 00132331 & A19 TWELFTH AVE GARDEN 251.4
99 00132331 BERNSTEIN MIRIAM A31 TWELFTH AVE 0.0
100 00132331 BERNSTEIN MIRIAM A30 TWELFTH AVE 0.0
27-A 12th AVE., LINCOLN
408 00132331 GLADDING PETER K & MARY K A27 TWELFTH AVE GARDEN 138.9
OLD SHRIMP RD NEXT TO
935 00123730 SAFE HARBOR MARINE OLD ICE 230.1
MACDONALD AVE. & 3RD
342 00124930 FAUST RONALD H & JOANN V 1ST AVE & 3 RD ST ST. 103.9
G:/Waterwaste/Stock Island II/Reports/Appendices
URS Corporation
Appendix F
Estimated Wastewater aeneration Rates for Current Condition
1016 SPOTTSWOOD PARTNERS INC 5400 US 1 LOTS 1,2,3,18,19,20 1367 4783
908 RODRIGUEZ RAMON F & PATRICIA A LOT 42 BLK 54 5TH AVE 453 1586
2 3 D OF KEY WEST INC 1135 3971
720 MURRAY MARINE SALES & SERVICE INC 5710 OVERSEAS HWY 392 1373
227 CMT PROPERTY MANAGEMENT LLC 5670 LAUREL AVE 92 321
1001 SMITH KIT CARSON LEE 5600 LAUREL AVE 1042 3646
1017 SPOTTSWOOD PARTNERS INC 985 3449
498 ITNOR CORPORATION THE 5700 LAUREL AVE 9990 34964
817 QUESADO CORA ESTATE 5660 LAUREL AVE 84 295
187 BURRIN FRED R DVM 6150 SECOND ST 84 295
126 BONNETT MATTHEW R 5650 E LAUREL AVE 76 265
154 BRASWELL EDGAR & CAROLYN 5640 LAUERAL AVE 60 210
309 DION COMMERCIAL PROPERTIES LLC 5390 OVERSEAS HWY 131 457
310 DION COMMERCIAL PROPERTIES LLC 5350 OVERSEAS HWY 544 1903
821 R & S OF KEY WEST INC 5611 MACDONALD AVE 1142 3998
822 R & S OF KEY WEST INC 5671 MAC DONALD AVE 5601 19604
280 CURRY OTIS R JR 5625 MACDONALD AVE 103 362
155 BRASWELL EDGAR G & CAROLYN H 5635 MACDONALD AVE 188 659
311 DION COMMERCIAL PROPERTIES LLC 5300 OVERSEAS HWY 118 412
1033 STOCK ISLAND LLC 6325 FIRST ST 27 95
513 K M TOMITA INC 15230 OVERSEAS HWY 2046 7160
131 BOUNTY FISHERIES LIMITED 5302 MACDONALD AVE 6726 23541
1013 SPOTTSWOOD PARTNERS II L TD 5450 MACDONALD AVE 1343 4699
683 MONROE COUNTY 2ND ST & MCDONALD AVE 267 935
834 REFRESHMENT SERVICES INC 5510 MALONEY AVE 117 411
620 M SCRIBNER PROPERTIES LLC 5640 MALONEY AVE 203 709
239 CONSOLIDATED ELECTRICAL 5650 MALONEY AVE 38 133
STOCK ISLAND CHEVERON INC & MAUN
1030 JAMES J 5220 OVERSEAS HWY 100 351
1122 WATTERSON EDGAR & ABREU GERALD 5684 MACDONALD AVE 45 159
1077 TOM THUMB FOOD STORES INC 5690 MALONEY AVE 35 121
578 LEMON WILLIAM L & GILBERT MICHAEL L T/C 5216 OVERSEAS HWY 51 179
576 LEMON WILLIAM L & GILBERT 5216 OVERSEAS HWY 583 2041
577 LEMON WILLIAM L & GILBERT 5216 OVERSEAS HWY 125 436
5200 OVERSEAS HWY USl & CROSS
590 LIPPI ANDREW ST.-STOCK ISLAND 49 172
801 POZZI JOHN & POZZI JOHN JR R/S 5294 SUNCREST RD 774 2709
1084 TRUSTEES OF THE INTERNAL 0 0
959 SHIELDS WILLIAM & MARY C & STOCK ISLAND (SUNKREST) 493 1724
626 MACLAUGHLIN MARK J & ELIZABETH 6200 2ND ST 356 1247
717 MURRAY DAVID J & MARY C TR'S (DAVID 70 245
1014 SPOTTSWOOD PARTNERS II L TO 0 0
434 GROSSMAN LYNN TRUSTEE 1595 NW 20' 16 & 17 646 2262
89 BERARD RICHARD L 5176 OVERSEAS HWY 100 349
132 BOUNTY FISHERIES LIMITED 0 0
49 B D LAND CO LLC 5170 OVERSEAS HWY 281 984
486 HOLLAND W SAM 100 FIFTH ST 236 826
1015 SPOTTSWOOD PARTNERS II L TO 0 0
31 AMERIGAS EAGLE PROPANE L P COR 3RD ST & 1 ST AVE 759 2655
747 PADGETT JOE T & NINA 5514 FIRST AVE 105 368
G:IW a terwaste/Stock Island/Reports/Appendices
U RS Corporation
617 LYDA THERON 5640 FI RST ST 3 9
234 CON DELLA STEVE J 5650 FIRST AVE 164 573
43 ARNOLD RICHARD W & DORIS R 5630 FIRST AVE 142 496
211 CATES CRAIG & CHERYL 5590 FIRST AVE 209 732
37 ARCHER JOHN S 5582 FIRST AVE 165 576
36 ARCHER JOHN 1ST AVE 0 0
COTTON OF KEY WEST LIMITED
250 PARTNERSHIP 5580 SECOND AVE 212 743
1069 TELCOM SYSTEMS L TD 5522 FIRST AVE 38 132
235 CON DELLA STEVE J 5680 FIRST AVE 22 78
502 JG RENTALS LLC 6310 SECOND ST 163 569
526 KEY WEST BAPTIST TEMPLE INC 5704 MALONEY AVE 205 718
684 MONROE COUNTY 0 0
806 PRICE WALTER F TRUSTEE 81 285
807 PRICE WALTER F TRUSTEE 5158 OVERSEAS HWY 96 337
56 BAILEY RONALD E JR 5135 SUNCREST RD 166 579
808 PRICE WALTER F TRUSTEE 5159 OVERSEAS HWY 0 0
581 LERETTE THERESA 0 0
582 LERETTE THERESA 5180 SUNKREST RD 432 1513
1047 SUNCREST LANDING LLC 5176 SUNCREST RD 662 2316
745 OVIDE KATHRYN ANN & 5587 SECOND AVE 187 655
1048 SUNCREST LANDING LLC 438 1533
527 KEY WEST BAPTIST TEMPLE INC 5790 MALONEY AVE 1105 3868
456 HENSON STEVE R & DEBORAH & 5557 SECOND AVE 87 303
1050 SUNCREST MINI-SELF STORAGE LLC 5100 SUNCREST RD 286 1002
887 ROBERTS CHARLES F & CURRY LEO M III T/C 5585 SECOND AVE 1199 4195
-
405 GIL ANTONIO SR & CATHERINE UE 5625 SECOND AVE 23 79
975 SIMON.: BRUCE & JUDITH K 6336 SECOND ST 905 :l166
242 COOPER JAMES ROBERT & NANCY S 6391 THIRD ST 88 307
DE MARCO PIERGIORGIO & MARIA
291 TRUSTEES 5565 SECOND AVE 167 584
195 CALABRO DANIEL J 5790 MALONEY AVE 144 505
587 L1BBEN CO 5110 OVERSEAS HWY 1919 6716
698 MONROE COUNTY ROAD 0 0
588 L1BBEN CO 0 0
843 REUTER WILLIAM H JR ETAL 0 0
583 LERETTE THERESA 0 0
1049 SUNCREST LANDING LLC 0 0
COTTON OF KEY WEST LIMITED
252 PARTNERSHIP THE 43 151
COTTON OF KEY WEST LIMITED
253 PARTNERSHIP THE 5TH ST & 2ND AVE 273 954
331 EGGERS ROBERT E L & JENNIFER 6400 SUNSHINE ST 179 628
216 CHARLEY TOPPINO & SONS INC 0 0
990 SIMONS STEPHEN MARK 6415 SECOND ST 584 2044
991 SIMONS STEPHEN MARK 2ND ST & 2ND AVE CORNER 530 1856
452 HENDRICKS LARRY B & JULIE S 5790 SECOND ST 90 316
169 BRINGLE STEVEN A & JUDY M 5750 SECOND AVE 195 684
370 FLORIDA KEYS ELECTRIC INC 5730 SECOND AVE 251 879
459 HENSON STEVE R & DEBORAH A 79 277
404 GIL ANTONIO JR & GIL EMIGDIO A 6400 SECOND TER 426 1490
809 PRICE WALTER F TRUSTEE 0 0
756 PEDRO MARTINIANO LIZ 4TH AVE & 6440 MALONEY AVE 2341 8193
603 LOPEZ ELOY SR & MARGARET 6401 SIXTH ST 511 1788
G :/Waterwaste/Stock Island/Reports/Appendices
URS Corporation
COTTON OF KEY WEST LIMITED
254 PARTNERSHIP THE 0 0
167 BRINGLE STEVEN A & 6410 SECOND ST 819 2867
508 JONES GEORGINA M 6405 SIXTH ST 242 846
390 GALVAN ILUMINADA 6420 SUNSHINE ST 237 829
168 BRINGLE STEVEN A & 6410 SECOND ST 651 2280
COTTON OF KEY WEST LIMITED
251 PARTNERSHIP 88 309
442 HARDEN HUNTER N & SANDRA Y 6412 MALONEY AVE 115 401
COTTON OF KEY WEST LIMITED
255 PARTNERSHIP THE 0 0
~43 HARDEN MARC A & FOURTH AVE . 0 0
PARKER DEREK & OROPEZA SCOTT G &
751 ELIZABETH C & 6475 SECOND ST 856 2994
1096 VALDEZ GALE I (Q) & 6430 SUNSHINE ST 255 893
319 DOLL FRANCES ANN & 6419 SIXTH ST 388 1356
476 HERRERA CIRILO R & YOLANDA L & 6414 SECOND ST 507 1774
COTTON OF KEY WEST LIMITED
256 PARTNERSHIP THE 43 150
COTTON OF KEY WEST LIMITED
257 PARTNERSHIP THE 0 0
133 BOUNTY FISHERIES LTD 0 0
1035 STROBLE & LEE ENTERPRISES INC 6420 MALONEY AVE 42 146
437 HAMIL TON ANDY B & HAMIL TON HENRY B & 653 2284
304 DEVRIES ELIZABETH R 6418 SECOND ST 263 921
46 ARNOLD'S AUTO AND MARINE REPAIR INC 6411 SECOND TER 48 169
COTTON OF KEY WEST LIMITED
249 PARTNERSHIIP THE 0 0
COTTON OF KEY WEST LIMITED
258 PARTNERSHIP THE 0 0
409 GOLDSTEIN IRA H & 6440 SUNSHINE ST 293 1024
78 BEAVER JAMES M 6449 SIXTH ST 420 1469
933 S & W OF KEY WEST INC 6531 MALONEY AVE 1298 4544
924 ROY'S TRAILER PARK INC 6500 MALONEY AVE 18356 64247
47 ARNOLD'S AUTO AND MARINE REPAIR INC 102 SECOND TER 52 183
520 KEEV AN CLARENCE J & JACQUELINE G 70 244
COOTON OF KEY WEST LIMITED
243 PARTNERSHIP THE 0 0
COTTON OF KEY WEST LIMITED
259 PARTNERSHIP THE 0 0
518 KASZYK MARIETA LOT 51-3RD AVE. 510 1786
562 LABORDE CAROLYN B 6419 SIXTH ST 369 1293
521 KEEVAN CLARENCE J & JACQUELINE G 220 771
CISNEROS YRAIDA (Q) - (T/C) & GARCIA
220 ESTELA M 6413 SECOND TER 151 529
COTTON OF KEY WEST LIMITED
260 PARTNERSHIP THE 0 0
COTTON OF KEY WEST LIMITED
261 PARTNERSHIP THE 0 0
116 BLANCO TERRY & ADRIANNA (B/Q) & 6460 SUNSHINE ST 251 879
CAPPS HARVEY R TRUSTEE (HARVEY CAPPS
198 INTER VIVOS 5311 THIRD AVE 83 289
522 KEEVAN CLARENCE J & JACQUELINE G 6436 SECOND ST 133 467
1128 WELLS STEVEN & DENISE 6415 SECOND TER 980 3431
591 LIZ PEDRO M & MIRTA 5730 FOURTH AVE 711 2487
G :/Waterwaste/Stock Island/Reports/Append ices
URS Corporation
COTTON OF KEY WEST LIMITED
262 PARTNERSHIP THE 0 0
COTTON OF KEY WEST LIMITED
263 PARTNERSHIP THE 0 0
293 DEGRAFFENREID KEVIN E & ELSA & 6410 SECOND ST 56 197
685 MONROE COUNTY 0 0
422 GOODRICH ADRIAN I & TERRI A 5324 THIRD AVE 359 1256
386 G&M REAL ESTATE L L C 5324 THIRD AVE 51 177
619 M P A OF KEY WEST LIMITED 5341 FIFTH AVE 55 193
635 MALONEY NORVIN G JR & MARY B 152 532
91 BERMAN JEFFREY 152 532
134 BOUNTY FISHERIES L TD 152 532
135 BOUNTY FISHERIES L TD 152 532
136 BOUNTY FISHERIES L TD 152 532
137 BOUNTY FISHERIES L TD 152 532
138 BOUNTY FISHERIES L TO 152 532
139 BOUNTY FISHERIES L TO 152 532
140 BOUNTY FISHERIES L TD 152 532
141 BOUNTY FISHERIES L TO 152 532
1141 WILSON APARTMENTS INC 5312 THIRD AVE 152 532
1142 WILSON APARTMENTS INC 152 532
1143 WILSON APARTMENTS INC 5312 THIRD AVE 152 532
142 BOUNTY FISHERIES L TD 152 532
92 BERNSTEIN BENJAMIN ESTATE 5700 FOURTH AVE 1105 3866
221 CITY OF KEY WEST 0 0
406 GIL EMIGDIO ANTONIO 6529 MAC DONDLD AVE 1363 4769
93 BERNSTEIN BENJAMIN ESTATE 6500 FRONT ST 820 2870
650 MC KILLlP ODES & ANITA 5530 THIRD AVE 4987 17454
44 ARNOLD RICHARD W & DORIS R 5540 THIRD AVE 121 422
45 ARNOLD RICHARD W & DORIS R 302 1056
937 SALlNERO FREDERICK A 5570 THIRD AVE 265 927
240 COOPER JAMES ROBERT 5590 THIRD AVE 65 228
298 DELTA MARINE INC 5600 THIRD AVE 45 157
593 LIZ ROLANDO & MATILDE 5624 THIRD AVE 74 259
1008 SPENCER ROBERT E & JERRY L 18 61
749 PADRON MICHAEL A JR 5630 THIRD AVE 1836 6426
1079 TORRES CLAUDE & SEIKO 5642 THIRD AVE 643 2251
686 MONROE COUNTY 0 0
66 BARTON DONALD J JR 5650 THIRD AVE 151 530
903 RODRIGUEZ JOSE A & CARMEN TRS 5331 FIFTH AVE 156 547
904 RODRIGUEZ JOSE A & CARMEN TRS 5331 FIFTH AVE 156 547
902 RODRIGUEZ JOSE A 156 547
380 G & M PAINT & BODY SHOP INC 5324 THIRD AVE 206 719
905 RODRIGUEZ JOSE A & CARMEN TRS 5331 FIFTH AVE 156 547
1037 STROBLE VERNON C & SAMARNG 5635 FOURTH AVE 35 124
212 CAYO HUESO INVESTMENTS INC 6511 MALONY AVE 927 3243
67 BARTON DONALD J JR MALONEY SUB 0 0
76 BEACH TV CABLE COMPANY INC FRONT ST 227 794
911 RODRIGUEZ RAMON F & PATRICIA A 5507 FIFTH AVE 332 1162
202 CAREY JOANNE W LIFE ESTATE 5509 FIFTH AVE 141 494
FIRST STATE BANK OF THE FLORIDA KEYS
365 ETC 5511 FIFTH AVE 25 88
778 PFAHNING JEROME 111 388
241 COOPER JAMES ROBERT 250 875
1005 SOSA ARMANDO SR 5515 FIFTH AVE 948 3318
G :/VVa terwaste/Stock Island/Reports/Appendices
URS Corporation
35 ANDREWS STEWART J & LEDA N 5517 FIFTH AVE 102 357
68 BARTON DONALD J JR 94 328
69 BARTON DONALD J JR 5675 FIFTH AVE 415 1453
30 ALVAREZ RAY & ROSE G 5513 FIFTH AVE 182 637
688 MONROE COUNTY FL 0 0
528 KEY WEST OCEAN FRONT LIMITED 0 0
321 DOT/ST.OF FL 0 0
322 DOT/ST.OF FL 0 0
119 BOARD OF COUNTY COMMISSIONERS 6751 FIFTH ST 86 301
1081 TOWNSEND RAIN K & PHILIP H (H/W) 6621 MALONEY AVE 4043 14151
120 BOARD OF COUNTY COMMISSIONERS 0 0
317 DOG TRACK PARTNERSHIP 5550 5TH AVENUE 0 0
823 RACKMAN JOSEPH R & 650 FRONT ST 364 1273
95 BERNSTEIN MIRIAM 163 569
COTTON OF KEY WEST LIMITED
264 PARTNERSHIP THE 6670 MALONEY AVE 284 993
96 BERNSTEIN MIRIAM 5550 FIFTH AVE 104 363
COTTON OF KEY WEST LIMITED
265 PARTNERSHIP THE 6667 MALONEY AVE 274 960
515 K W RESORT UTILITIES CORP 0 0
323 DOT/ST,OF FL 0 0
94 BERNSTEIN BENJAMIN ESTATE 5316 18606
332 EL MAR R V RESORT L L C 6700 MALONEY AVE 354 1238
COTTON OF KEY WEST LIMITED
266 PARTNERSHIP THE 6670 MALONEY AVE 249 872
516 K W RESORT UTILITIES CORP 0 0
COTTON OF KEY WEST LIMITED
267 PARTNERSHIP THE 245 859
516 K W RESORT UTILITIES CORP 0 0
52 BACLE PETER M & MONICA 6639 MALONEY AVE 0 0
943 SAUNDERS & DOELMAN TRANSPROP LLC 6631 MALONEY AVE 518 1814
426 GRAHAM NEAL E & JOHNS JEAN ETAL 0 0
51 BACLE PETER M & MONICA 6639 MALONEY AVE 1823 6379
438 HARBOR SHORES CONDOMINIUM 7391 25869
553 KNIGHT EDWARD B 0 0
53 BACLE PETER M & MONICA 6639 MALONEY AVE 313 1096
BOWEN ALFRED & JOY & OROPEZA SCOTT G
143 & ELIZABETH & 328 1147
61 BAMA TWO LLC 452 1581
555 KNIGHT EDWARD B LIVING TRUST 01/23/97 0 0
647 MAYBERRY MARINA INC 7007 SHRIMP ROAD 0 0
766 PEREZ RICHARD EUGENE EST 6021 PENINSULA AVE 0 0
54 BACLE PETER M & MONICA 33 116
767 PEREZ RICHARD EUGENE EST 0 0
768 PEREZ RICHARD EUGENE EST 0 0
769 PEREZ RICHARD EUGENE EST 0 0
770 PEREZ RICHARD EUGENE EST 0 0
687 MONROE COUNTY 0 0
97 BERNSTEIN MIRIAM 1 TWELFTH AVE 0 0
771 PEREZ RICHARD EUGENE EST 0 0
772 PEREZ RICHARD EUGENE EST 0 0
773 PEREZ RICHARD EUGENE EST 0 0
835 REGER JAMES J & MELODYE J 5948 PENINSULAR AVE 1113 3896
774 PEREZ RICHARD EUGENE EST 0 0
836 REGER JAMES J & MELODYE J 0 0
G :/Waterwaste/Stock Island/Re ports/Append ices
URS Corporation
837 REGER JAMES J & MELODYE J 0 0
775 PEREZ RICHARD EUGENE EST 8 PENINSULAR AVE 2209 7733
BOWEN ALFRED & JOY & OROPEZA SCOTT G
144 & ELIZABETH & 6003 MALONEY AVE 599 2097
740 OROPEZA HEllO & CARLEEN & 6003 PENINSULA AVE 528 1847
1127 WELLS KENNETH G 6651 PENINSULAR AVE 67 233
222 CITY OF KEY WEST 6900 FRONT ST 91 319
246 CORAL LAGOON PROPERTIES LLC 80 281
223 CITY OF KEY WEST 0 0
776 PEREZ RICHARD EUGENE EST 0 0
1075 TIITF/SOVEREIGNTY LANDS 0 0
556 KNIGHT EDWARD B LIVING TRUST 01/23/97 0 0
1091 UNITED STATES OF AMERICA PENINSULAR AVE 0 0
OROPEZA SCOTT G & ELIZABETH A
741 OROPEZA 5970 PENINSULAR AVE 326 1140
224 CITY OF KEY WEST 6900 FRONT ST CES PLANT 91 319
367 FLA KEYS AQUEDUCT COMM 91 319
366 FLA KEYS AQUEDUCT 0 0
449 HARRIS DALLAS SHRIMP ROAD 3870 13545
554 KNIGHT EDWARD B 0 0
952 SEA MARKET INC & SHRIMP RD 696 2435
124 BONNER BILL SHRIMP ROAD 733 2564
1150 WOODSON EDWARD T JR 6325 FIRST ST 1757 6149
PIZZI SAM DAVID & POZZI JOHN JR &
792 GABRIELA T/C 5236 SUNCREST RD 3067 10734
WOLKOWSKY DAVID W TRUSTEE(DAVID W
1146 WOLKOWSKY LIVING 0 0
NEWMAN CLARENCE L & VIVIAN C
728 TRUSTEES 6125 SECOND ST 2614 9148
648 MAYBERRY MARINA INC 7007 SHRIMP RD 858 3002
440 HARBOURVIEW MARINA LLC SHRIMP ROAD 0 0
441 HARBOURVIEW MARINA LLC SHRIMP ROAD 0 0
282 D&M ENTEERPRISES LLC SHRIMP ROAD 0 0
283 D&M ENTERPRISES LLC SHRIMP ROAD 0 0
735 OFFUTT HARRY C IV SHRIMP ROAD 0 0
921 ROURKE JOHN & SHRIMP ROAD 0 0
302 DENHART ERIC JOHN & MARIE LOUIS C SHRIMP ROAD 0 0
290 DCD MARITIME INC SHRIMP ROAD 0 0
178 BROWNING ROBERT F TRUSTEE SHRIMP ROAD 0 0
564 LAFLAIR RICKY LEE & MARCIA SHRIMP ROAD 0 0
PROBERT FAMILY LIMITED PARTNERSHIP
813 INC SHRIMP ROAD 0 0
830 RCM OF KEY WEST LLC SHRIMP ROAD 0 0
382 GAP PROPERTIES OF SW FL 1 INC SHRIMP ROAD 0 0
383 GAP PROPERTIES OF SW FL 1 INC SHRIMP ROAD 0 0
384 GAP PROPERTIES OF SW FL 11NC SHRIMP ROAD 0 0
385 GAP PROPERTIES OF SW FL-1 INC SHRIMP ROAD 0 0
506 JOHNSON LARRY & CHARLOTTE SHRIMP ROAD 0 0
507 JOHNSON LARRY & CHARLOTTE SHRIMP ROAD 0 0
312 DISSON ADAM J & SHRIMP ROAD 0 0
313 DISSON ADAM J & SHRIMP ROAD 0 0
314 DISSON ADAM J & SHRIMP ROAD 0 0
125 BONNER WILLIAM S SHRIMP ROAD 0 0
961 SHOCK ISLAND LLC SHRIMP ROAD 0 0
962 SHOCK ISLAND LLC SHRIMP ROAD 0 0
G:/W a terwaste/Stock Island/Reports/Appendices
U RS Corporation
963 SHOCK ISLAND LLC SHRIMP ROAD 0 0
964 SHOCK ISLAND LLC SHRIMP ROAD 0 0
965 SHOCK ISLAND LLC SHRIMP ROAD 0 0
548 KEY-TEX SHRIMP CO INC SHRIMP ROAD 0 0
392 GAP PROPERTIES OF SW FLORIDA 1 INC SHRIMP ROAD 0 0
75 BDM LLC SHRIMP ROAD 0 0
966 SHOCK ISLAND LLC SHRIMP ROAD 0 0
315 DLLD INC SHRIMP ROAD 0 0
318 DOG TRACK PARTNERSHIP 5550 5TH AVE 3979 13926
666 MERIDIAN WEST L TO 5550 5TH AVE 0 0
60 BAMA ON ~ LLC 0 o .
457 HENSON STEVE R & DEBORAH A 0 0
458 HENSON STEVE R & DEBORAH A 0 0
245 CORAL HAMMOCK LLC 5510 OVERSEAS HWY 679 2378
546 KEYS FERDERAL CREDIT UNION 0 0
1022 STANDARD MARINE SUPPLY CORP 5413 FIRST ST 175 612
1023 STANDARD MARIN E SUPPLY CORP 0 0
1024 STANDARD MARINE SUPPLY CORP 5713 FIRST AVE 65 229
453 HENNUM CHRISTINE W 6301 MALONEY AVE 55 193
233 CONCH CONTRADA L C 0 0
529 KEY WEST OCEAN FRONT LIMITED 0 0
886 ROBBIE'S SAFE HARBOR MARINE 4239 14838
934 SAFE HARBOR ENTERPRISES 700 SHRIMP RD 2419 8467
677 MING EJ JR & MING ROBERT M & 6000 PENINSULA AVE 6909 24182
765 PEREZ RICHARD EUGENE EST 468 1638
480 HISTORIC TOURS OF AMERICA INC 0 0
481 HISTORIC TOURS OF AMERICA INC 0 0
482 HISTORIC TOURS OF AMERICA INC 0 0
483 HISTORIC TOURS OF AMERICA INC 0 0
718 MURRAY DAVID J & MARY C TR'S (MARY 0 0
719 MURRAY DAVID J & MARY C TR'S (MARY SUNKREST RD 271 947
341 FAUST RONALD H & JOANN V 5620 MACDONALD AVE 6506 22772
145 BOYD'S CAMPGROUND L TO 5727 2ND AVE 12163 42571
1 201 OCEANSIDE INC 5960 PENINSULA AVE 4265 14928
1072 THOMPSON P LEE & 2 TWELFTH AVE 379 1325
335 ESTEVEZ WILMA C27 TENTH AVE 540 1891
624 MACIAS RIGOBERTO & BECKY C30 TENTH AVE 256 895
623 MACIAS RIGOBERTO & C31 TENTH AVE 415 1452
707 MORALES TANIA C29 TENTH AVE 299 1047
470 HERNANDEZ ROBERT JR (Q) & (OR) C28 TENTH AVE 166 581
123 BOND CAROLYN & CARMONA DAVID R/S C32 TENTH AVE 161 565
579 LEON TIMOTHY C35 TENTH AVE 251 879
279 CURRY OTIS R III C36 TENTH AVE 71 249
846 RICHARDSON RAMONA & C33 TENTH AVE 203 711
488 HOUSE ANN M UE C34 TENTH AVE 37 128
10 AGIN EDWARD TRUSTEE C41 TENTH AVE 151 530
976 SIMONS BRUCE & JUDY C42 TENTH AVE 341 1193
330 EDWARDS JOSEPH R & TERRI L C38 TENTH AVE 285 997
895 RODRIGUEZ AGUSTIN & C39 TENTH AVE 311 1090
842 RENNICKS LYNN A & PATRICIA M C37 TENTH AVE 325 1136
148 BOZA MARY J C46 TENTH AVE 302 1058
878 RIVIERA ENTERPRISES INC C47 TENTH AVE 341 1194
672 MILLER GAIL ANN TRUSTEE C44 TENTH AVE 67 233
149 BOZA MARY J C45 TENTH AVE 76 265
150 BOZA MARY J C43 TENTH AVE 302 1057
G:/W aterwaste/Stock Island/Reports/Appendices
U RS Corporation
848 RIOSECO ORLANDO & NORA E C40 TENTH AVE 182 636
469 HERNANDEZ ROBERT C50 TENTH AVE 335 1173
782 PHELAN PAUL 0 & C49 TENTH AVE 211 738
705 MORALES JOSE 0 C48 TENTH AVE 162 567
389 GALLOWAY PAUL L & MARIE G18 ROBERTA ST 143 500
811 PRIDE MARSHA F18 CROSS ST 177 620
393 GARCIA ANDRE M G43 MIRIAM ST 104 364
599 LOPEZ ELlDA UE H30 MIRIAM ST 324 1134
25 ALFONSO RICHARD G & ESTELA J F12 CROSS ST 221 773
816 QUESADA AMILKAR & MARLA DAGER (H/W) G12 ROBERTA ST 219 766
757 PELLETIER ANNIE G49 MIRIAM ST 147 515
416 GOODE HARRY M H24 MIRIAM ST 179 626
1009 SPENCER ROSA LENA & B26 NINTH AVE 255 892
716 MURPHY JOHN A & CHONG CHA B27 NINTH AVE 176 615
519 KEEN LOUISA (Q) & 830 9TH AVE 203 712
106 BISHOP MAXWELL 0 & BONITA L B31 NINTH AVE 177 619
112 BLANCO FELIX & MADALlNA (B/Q) & LINARES B29 NINTH AVE 198 692
852 RIVERA ROLANDO & B28 NINTH AVE 283 991
305 DIAZ EDUARDO & B36 NINTH AVE 150 526
192 CABANAS GEORGE B37 NINTH AVE 198 693
833 RECAREY EDUARDO S & DAISY B35 NINTH AVE 195 684
630 MALBY ROBERT B33 NINTH AVE 63 221
455 HENRY LEILA B34 NINTH AVE 106 369
700 MONTAGUE RUTH B B32 NINTH AVE 255 893
657 MCPHERSON CRITILDA B41 NINTH AVE 252 883
103 BETANCOURT HERBERT & FLORENCE B42 NINTH AVE 154 540
746 OWL EVERETT & VIVIAN B40 NINTH AVE 108 378
738 O'NEILL JOHN E & FRANCES A B39 NINTH AVE 173 605
658 MCQUAIG OLIVER J & HELEN B38 NINTH AVE 298 1043
1028 STEWART ANTOINETTE L & B43 NINTH AVE 269 941
1099 VAUGHN RICHARD GLENN & CARRIE LYNNE B45 NINTH AVE 322 1126
284 DAEFFLER DENNIS K & JANICE 0 B46 NINTH AVE 155 544
977 SIMONS BRUCE & JUDY B44 NINTH AVE 302 1058
659 MCQUAIG OLIVER J AND HELEN B50 NINTH AVE 349 1220
113 BLANCO GERARDO B49 NINTH AVE 160 561
BOZA EDUARDO Z & CARlOAD MORALES
146 (H/W) B47 NINTH AVE 163 569
703 MORALES CARlOAD (Q) & B-48 NINTH AVE 424 1483
SWIFT EDWIN 0 & BELLAND CHRISTOPHER
1053 CLARK & 1 SLOANS LANDING 1365 4778
1152 WSMP-SOUTHEAST-COLORADO LP 2ND AVE & 3RD ST 745 2607
1032 STOCK ISLAND LIMITED PTNSHIP 5501 3RD AVE 41183 144139
810 PRICE WALTER F TRUSTEE 5031 5TH AVE 11047 38664
196 CALLAGHAN KEVIN 400 COUNTY RD 135 474
1078 TORRES CLAUDE & SEIKO 6471 THIRD ST 586 2052
1120 WARD-GRANT PEGGY 410 COUNTY RD 292 1023
237 CONNER CHESTER & DORIS UE 420 COUNTY RD 234 819
944 SAUNDERS SILAS S SR & VINA MAE 424 COUNTY RD 374 1308
274 COX OTHA P JR 204 714
604 LOPEZ GLENWOOD R & MICHELE R 396 BALlDO ST 230 805
1004 SOMMERS VAUGHN L & GWENDOLYN M 303 CROSS ST 492 1724
102 BETANCOURT ANGEL L & DELORES J 400 BALI DO TER 410 1434
499 JACKSON EDWARD L & VIRGINIA E 397 BALI DO ST 277 971
G :/Wa terwaste/Stock Island/Reports/Appendices
U RS Corporation
794 PLA GERALD & KATHERINE 398 BALlDO ST 132 462
1046 SUMMERS DWAYNE UE 305 CROSS ST 356 1245
713 MOUNTS ALFONSO E & BRENDA L 402 BALI DO TER 225 786
281 CURRY SARAH DOROTHEA 399 BALlDO ST 76 267
681 MITCHELL NATHAN & SONJA 401 BALI DO ST 325 1138
190 BUTLER WILLIAM N AND ANITA D 404 BALlDO TER 499 1748
417 GOODE HARRY M 6515 FIFTH ST 124 434
436 HALL ERIC E & SABRINA V 307 CROSS ST 157 550
1052 SUTTON MAXIE & ROZENIA 400 BALI DO ST 148 519
1115 WALKER NICOL V 5414 THIRD AVE 167 585
939 SANCHEZ THORNTON UE 5413 THIRD AVE 256 895
888 ROBERTS JUDY M & 5412 THIRD AVE 252 883
729 NILES LEONORA (Q) & 5411 THIRD AVE 725 2538
512 JULIAN KENNETH F 124 434
347 FERNANDEZ RAMON ESTATE 5409 THIRD AVE 222 778
1102 VELAZQUEZ NANCY 5408 THIRD AVE 344 1204
853 RIVERA ROLANDO & LOURDES 5407 THIRD AVE 332 1162
931 RUSSELL TERESA K 6516 FIFTH ST 281 983
110 BLANCO AMADA AVILA 5406 THIRD AVE 382 1337
847 RIEGELMAN WANDA 5405 THIRD AVE 192 671
804 PRESLEY RONALD D 403 BALI DO ST 289 1012
191 BUTLER WILLIAM N AND ANITA D 0 0
829 RAMIREZ JOSE 5404 THIRD AVE 158 552
913 RODRIGUEZ ROBERTO & ONELlA 402 BALlDO ST 257 901
1089 TYNES LAURETTE 309 CROSS ST 414 1450
328 DURAN WILLIAM 5403 THIRD AVE 171 600
327 DURAN GHEOFRE & MILAGROS & 5402 THIRD AVE 216 757
909 RODRIGUEZ RAMON F & PATRICIA A 5401 THIRD AVE 309 1082
906 RODRIGUEZ RAMON & PATRICIA 5510 THIRD AVE 718 2514
1155 YARBROUGH THOMAS J & 6517 FIFTH ST 209 730
559 KOEN BARBARA J 5419 ROBYN LN 124 434
1088 TURSO GIACOMO & MARY E (B/O) 410 BALlDO TER 220 770
805 PRESTON ERNEST T 5420 ROBYN LN 124 434
487 HORNYAK JOHN D JR & MONICA S 405 BALlDO ST 243 851
764 PEREZ MARIO C & 404 BALI DO ST 284 993
940 SANDS ROOSEVELT 311 CROSS ST 163 569
72 BAUCOM PROPERTY HOLDINGS 1 LLC 5421 ROBYN LN 124 434
785 PIERRE INNOCENT 5422 ROBYN LN 124 434
1125 WEECH PATRICIA JOYCE 5423 ROBYN LN 124 434
550 KIMBLER LILY 5422 ROBYN LN 124 434
1148 WOODS ALLISON J 5425 ROBYN LN 124 434
412 GONZALEZ DORA 5426 ROBYN LN 124 434
303 DEVRIES ELIZABETH 6518 FIFTH ST 124 434
308 DIEZEL MICHAEL 5427 ROBYN LN 124 434
73 BAUCOM PROPERTY HOLDINGS 1 LLC 5428 ROBYN LN 174 610
1041 SUAREZ ALICIA 5429 ROBYN LN 124 434
40 ARNOLD JEFFREY W (Q) & 5430 FOURTH AVE 913 3196
225 CLAVEY LINDA 5431 ROBYN LN 124 434
MONROE COUNTY HOUSING AUTHORITY
690 THE 203 711
689 MONROE COUNTY HOUSING AUTHORITY 203 711
MONROE COUNTY HOUSING AUTHORITY
691 THE 203 711
MONROE COUNTY HOUSING AUTHORITY
692 THE 203 711
G :/Waterwaste/Stock Island/Reports/Appendices
URS Corporation
MONROE COUNTY HOUSING AUTHORITY
693 THE 203 711
840 RENIER CHARLES H & LEAH M 406 BAUDO ST 293 1026
1126 WELCH FLORINE H 313 CROSS ST 175 612
727 NEFF C ROBERT & CATHERINE 407 BAUDO ST 244 854
MONROE COUNTY HOUSING AUTHORITY
694 THE 203 711
MONROE COUNTY HOUSING AUTHORITY
695 THE 203 711
744 OSTERMAN JOSEPH C & JAMIE L 412 BAUDO TER 374 1310
MONROE COUNTY HOUSING AUTHORITY
696 THE 203 711
MONROE COUNTY HOUSING AUTHORITY
697 THE 203 i 711
907 RODRIGUEZ RAMON F & PATRICIA 5432 FIFTH AVE 1085 3797
795 POPE FLOYD 408 BAUDO ST 206 722
185 BURGOHY KEVIN E 315 CROSS ST 325 1138
271 COVINO ELIZABETH PERKINS 409 BAUDO ST 232 813
171 BROGU KENNETH E & ALBERTA 6547 FIFTH AVE 202 708
172 BROGU KENNETH E & ALBERTA 5445 FIFTH AVE 65 229
447 HARNISH MICHAEL & DIONNE 0 0
1007 SOUTHERN STAR OF KEY WEST INC 5505 FIFTH AVE 3026 10590
55 BAILEY ALBERTA 5444 FIFTH AVE 310 1085
170 BROGU ALBERTA 5443 FIFTH AVE 135 472
910 RODRIGUEZ RAMON F & PATRICIA A 5510 FIFTH AVE 431 1508
174 BROGU KENNETH E JR & DEVON M 5442 FIFTH AVE 0 0
395 GARCIA JUAN CARLOS & MIRIAM 5441 FIFTH AVE 209 733
511 JOSEPH ALEUS & PHILOSANE J 5440 FIFTH AVE 136 476
644 MARTINEZ MODESTO & MARIA E 5439 FIFTH AVE 328 1148
929 RUSSELL FRANKLIN J ET UX 317 CROSS ST 315 1103
1156 YGLESIAS RAMON F & 410 BAUDO ST 177 619
448 HARNISH MICHAEL & DIONNE 0 0
777 PERKINS CELIA 411 BAUDO ST 248 869
572 LEE VERA ESTATE 5438 FIFTH AVE 50 174
706 MORALES MADEUNE M 5437 FIFTH AVE 159 555
173 BROGU KENNETH E & ALBERTA 5446 FIFTH AVE 3167 11083
1086 TUCKER WENDY R 5436 FIFTH AVE 29 101
1158 ZINTSMASTER MATTHEW 5435 FIFTH AVE 378 1322
179 BRUEIN DONTA & OMAYRA 5434 FIFTH AVE 168 587
914 RODRIGUEZ TRICIA RAE 5433 FIFTH AVE 159 557
1003 SNIDER CAROL E 6620 MALONEY AVE 63 222
505 JOHNSON CLARENCE D & HENRIETTA 6620 MALONEY AVE 177 618
712 MORROW CARRIE H1 FIFTH AVE 162 568
662 MENDEZ ROLANDO & H2 FIFTH AVE 162 568
575 LEGGETT JOAN A TRUSTEE UE 25 SIXTH AVE 354 1239
324 DOYLE MARIA T & MARSHALL RONALD J R/S H10 FIFTH AVE 576 2014
1044 SUAREZ WM & ANA M H11 FIFTH AVE 429 1502
639 MARIUS ALONA N K & LAURENCE H7 FIFTH AVE 436 1526
22 ALEXANDER JOHNN & ALE IDA LOPEZ (HIW) H8 FIFTH AVE 385 1347
339 FALLON ZAIDA P H3 FIFTH AVE 103 359
RADEMAKER THOMAS JOSEPH & RACHEAL
824 LE TRS 27 SIXTH AVE 91 318
504 JOHNSON BRENDA L 29 SIXTH AVE 114 399
26 ALLEN EMERSON E & AUDREY J 23 SIXTH AVE 195 683
G:IW aterwaste/Stock Island/Reports/Appendices
URS Corporation
1133 WHITE PHYLLIS M 21 SIXTH AVE 408 1428
1074 THURSTON CORITHA UE 19 SIXTH AVE 88 308
BUTLER LOFTON AMBROSE & VIRGINIA
189 MARTHA 17 SIXTH AVE 121 424
176 BROWN JAMES C 15 SIXTH AVE 132 462
12 AGUIAR ANA LIDIA 13 SIXTH AVE 213 746
28 ALLEN NATHALIE 9 SIXTH AVE 642 2245
680 MITCHELL DOLORES M 11 SIXTH AVE 151 530
33 ANDERSON WILLIE L SR & JOANNE C 7 SIXTH AVE 166 582
204 CAREY ROY VINCENT JR & 5 SIXTH AVE 242 849
602 LOPEZ ELOY M JR & O'KEEFE STACY D T/C 1 CROSS ST 223 781
COLLINS FRANK CLARK (0) & COLLINS DEAN
231 ARNOLD & H9 FIFTH AVE 696 2437
500 JACKSON ERNEST LEE H6 FIFTH AVE 129 453
289 DAVALOS ANTONIO H5 FIFTH AVE 156 546
163 BRAVO RALPH R & KARLA L & H4 FIFTH AVE 270 945
970 SIMMONS JAMES H & GLENDA D & 5 SIXTH AVE 367 1283
1034 STONE ROY C JR 0 0
611 LOSLEY FREDERICK A TRUSTEE 6630 MALONEY AVE 2476 8667
THOMAS JAMES M & JERIL YN WOMACK
1070 THOMAS (H/W) 6620 MALONEY AVE 196 686
653 MCCAIN JOHN 6620 MALONEY AVE 159 556
758 PENT ROBERT H (0) & DOROTHY M ESTATE H12 MIRIAM ST 162 568
423 GORDEN DIANE LEE & 6620 MALONEY AVE 196 685
387 GAGE RICHARD D & TONI MICHELLE 6620 MALONEY AVE 276 965
215 CHARLES KLEBERT & ISABELLE F1 CROSS ST 188 657
466 HERNANDEZ JOSE (0) & G60 MIRIAM ST 175 '. 611
329 DYSON DONALD C F1 CROSS S', 145 509
978 SIMONS BRUCE & JUDY H13 MIRIAM ST 195 683
857 RIVIERA DRIVE IN 0 0
879 RIVIERA ENTERPRISES INC 0 0
858 RIVIERA DRIVE IN 0 0
859 RIVIERA DRIVE IN 0 0
860 RIVIERA DRIVE IN 0 0
880 RIVIERA ENTERPRISES INC 0 0
881 RIVIERA ENTERPRISES INC 0 0
861 RIVIERA DRIVE IN 0 0
882 RIVIERA ENTERPRISES INC 0 0
883 RIVIERA ENTERPRISES INC 0 0
862 RIVIERA DRIVE IN 0 0
884 RIVIERA ENTERPRISES INC 0 0
863 RIVIERA DRIVE IN 0 0
864 RIVIERA DRIVE IN 0 0
885 RIVIERA ENTERPRISES INC 0 0
297 DELPH MICHAEL S & EDEE M 6620 MALONEY AVE 223 780
18 ALBRECHT WALTER E 6620 MALONEY AVE 129 450
667 METCALF DIANE L F2 CROSS ST 161 562
201 CAREY CLYDE J JR G2 ROBERT A ST 145 509
1103 VELOSO DOMINGO J TRUSTEE G59 MIRIAM ST 145 509
424 GORDON HAROLD L SR & MARY L H14 MIRIAM ST 116 407
557 KNOWLES BRIAN THOMAS SR & 6620 MALONEY AVE 417 1460
HERRERA CIRILO & YOLANDA & L1PCHAK
474 ANA R/S H15 MIRIAM ST 510 1784
912 RODRIGUEZ RICHARDO A & F3 CROSS ST 353 1237
1094 URBAY IVAN & OMAIRA G3 ROBERTA ST 185 647
G:/W a terwaste/Stock Island/Reports/Appendices
URS Corporation
152 BRADY RALPH D JR & G58 MIRIAM ST 145 509
926 ROZELLE ANN M 6620 MALONEY AVE 178 623
9 ADRION MICHELLE A (Q) & 6620 MALONEY AVE 610 2137
14 AKUNA VICTORIA K KATZAKIAN G4 ROBERTA ST 355 1244
849 RIOSECO RAUL & GUILLERMINA G57 MIRIAM ST 317 1111
561 KUSHMAN RICK A F4 CROSS ST 54 190
1080 TORRES JOSE L & JULIETTE B H16 MIRIAM ST 162 568
631 MALBY ROBERT W A24 SEVENTH AVE . 202 707
101 BERULDSEN DIANE A25 SEVENTH AVE 137 480
363 FIEDLER BRUCE A22 SEVENTH AVE 200 699
979 SIMONS BRUCE & JUDY A23 SEVENTH AVE 252 883
348 FERNANDEZ RAMON ESTATE A21 SEVENTH AVE 208 728
402 GIBBS HELEN A A5 SEVENTH AVE 173 .607
503 JOHNSON ABRAHAM D & MARCIA M A6 SEVENTH AVE 183 640
206 CARTER JONATHAN E & KATHRYN A20 SEVENTH AVE 362 1267
ALEXANDER JOHN NORMAN & ALE IDA LOPEZ
21 (H/W) A19 SEVENTH AVE 133 464
1138 WILLIAMS DAVID F & LOUANNA R & A17 SEVENTH AVE 234 819
349 FERNANDEZ RAMON ESTATE A18 SEVENTH AVE 134 468
742 OROPEZA SCOTT G & OROPEZA TODD M & A16 SEVENTH AVE 512 1792
1021 STAMETS VINCENT S & MARLEN A13 SEVENTH AVE 270 944
612 LOUIS JEAN A14 SEVENTH AVE 451 1579
209 CASTRO GEORGINA N A11 SEVENTH AVE 134 469
432 GRIFFIN NANCY S & BANACH WALTER W RlS A12 SEVENTH AVE 159 558
632 MALBY ROBERT W A10 SEVENTH AVE 214 750
633 MALBY ROBERT W A9 SEVENTH AVE 268 939
350 FERNANDEZ RAMON ESTATE A8 SEVENTH AVE 16 56
351 FERNANDEZ RAMON ESTATE A7 SEVENTH AVE 195 683
403 GIBBS HELEN A A4 7TH AVE 128 446
431 GRIFFIN NANCY A1 SEVENTH AVE 219 768
306 DIAZ EDUARDO & PATRICIA M A15 SEVENTH AVE 127 443
1011 SPENCER TERRANCE LEE & ROSE MARIE A3 SEVENTH AVE 398 1392
1012 SPENCER TERRANCE LEE & ROSE MARIE A2 SEVENTH AVE 193 675
787 PINE & PALM TRAILER PARK INC 6620 MALONEY AVE 163 569
1104 VELOSO DOMINGO J TRUSTEE F5 CROSS ST 162 567
161 BRAVO RALPH R F16 CROSS ST 265 928
352 FERNANDEZ RAMON ESTATE G16 ROBERTA ST 212 741
825 RAFIELD MARY G45 MIRIAM ST 105 367
15 ALBERT KENNETH H28 MIRIAM ST 236 827
16 ALBERT KENNETH J F17 CROSS ST 177 618
57 BAKER RAYMOND E & LISETTE (B/Q) G17 ROBERTA ST 282 989
629 MALBY CHARLES RICHARD SR H29 MIRIAM ST 162 568
17 ALBERT KENNETH J G44 MIRIAM ST 155 544
450 HARRIS EDWARD E & PHYLLIS C C26 TENTH AVE 361 1264
1157 ZERPA LAZARO & G5 ROBERTA ST 147 516
594 LOCKWOOD DOLORES C G56 MIRIAM ST 215 754
104 BICK MICHAEL ANTHONY H17 MIRIAM ST 156 545
920 ROSWELL NANCY 6620 MALONEY AVE 164 572
796 PORTER POWELL D 6620 MALONEY AVE 0 0
1107 VENTIMIGLIA RICHARD K 6620 MALONEY AVE 344 1205
980 SIMONS BRUCE & JUDY G55 MIRIAM ST 282 988
64 BARISH B JULI H18 MIRIAM ST 273 957
230 COLGLAZIER JIM W & AMELIA F6 CROSS ST 111 387
473 HERNANDEZ TOMAS & ADELA B G6 ROBERTA ST 88 307
G:/W aterwaste/Stock Island/Reports/Appendices
URS Corporation
435 GUZMAN HECTOR A & REBECCA L A26 EIGHTH AVE 576 2017
159 BRAVO RALPH R & KARLA L A30 EIGHTH AVE 133 465
PRESLEY DOLORES (Q) & PRESLEY DAVID
803 T/C A31 EIGHTH AVE 341 1193
981 SIMONS BRUCE & JUDY A27 EIGHTH AVE 336 1176
42 ARNOLD MAE T A29 EIGHTH AVE 199 698
41 ARNOLD MAE A28 EIGHTH AVE 108 378
475 HERRERA CIRILO R & YOLANDA & A35 EIGHTH AVE 120 420
359 FERRELL MICHAEL T & JUSTINE A A36 EIGHTH AVE 419 1468
668 MICHAUD DARRELL & CYNTHIA & A33 EIGHTH AVE 219 766
732 NORRIS ESTRELLA P A34 EIGHTH AVE 209 730
982 SIMONS BRUCE & JUDY A32 EIGHTH AVE 246 860
278 CURRY LORRAINE A38 EIGHTH AVE 186 652
722 NASEIRO LORENZO JR & DAISY M A39 EIGHTH AVE 261 915
901 RODRIGUEZ FELIX & SORAIDA A37 EIGHTH AVE 742 2598
1129 WELLS STEVEN S & DENISE M A46 EIGHTH AVE 390 1365
398 GARCIA TAMMY L A47 EIGHTH AVE 340 1191
160 BRAVO RALPH & KARLA A44 EIGHTH AVE 158 554
763 PEREZ MARIO & MARGARET A45 EIGHTH AVE 241 842
468 HERNANDEZ RIGOBERTO & TOMASA A43 EIGHTH AVE 298 1042
699 MONTAGUE CHERIE A A40 EIGHTH AVE 387 1356
29 ALLEN WENDY (Q) & A42 EIGHTH AVE 207 725
181 BRUGMAN EDWARD H & MILDRED G A50 EIGHTH AVE 101 355
182 BRUGMAN EDWARD H & MILDRED G A49 EIGHTH AVE 128 449
586 LEWIS JOHN C & MARY E A48 EIGHTH AVE 204 713
492 HYATT & HYATT INC G7 ROBERT A ST 395 1383
39 ARENCIBIA MARCOS & DEBORAH G54 MIRIAM ST 93 326
957 SHEPPARD PETER & H19 MIRIAM ST 205 718
701 MOORE BEVETTE F7 CROSS ST 287 1004
1083 TRUJILLO JOSE I F8 CROSS ST 94 330
850 RIOSECO SIXTO R & CRUZ M RIOSECO G8 ROBERT A ST 174 611
818 QUINONES FABIO & NEREIDA G53 MIRIAM ST 303 1062
1087 TURK JOHN & LINDA H20 MIRIAM ST 162 568
414 GONZALEZ MICHAEL & WENDY S H21 MIRIAM ST 221 774
203 CAREY LEO L G9 ROBERT A ST 162 567
1042 SUAREZ KETTY NOVA & REINALDO (H/W) F9 CROSS ST 449 1570
1139 WILLIAMS DAVID F & LOUANNA R & G52 MIRIAM ST 145 509
58 BALBUENA ROMUALDO F & HELEN MAE B5 EIGHTH AVE 104 364
107 BISHOP RANDALL R & DARLENE V B6 EIGHTH AVE 214 748
193 CABRERA CORNELIA (Q) & B2 EIGHTH AVE 423 1479
641 MARPLE MICHELLE(Q) & B3 EIGHTH AVE 196 686
353 FERNANDEZ RAMON ESTATE B1 EIGHTH AVE 322 1126
661 MENDEZ ROBERTO J & MARIA R B4 EIGHTH AVE 198 693
570 LAUKKANEN JULIO H (Q) & B10 EIGHTH AVE 351 1228
856 RIVIERA DR IN THEATRE INC B11 EIGHTH AVE 258 901
1109 VICTOR MARIE B8 EIGHTH AVE 248 866
754 PARTINGTON JEFFREY A & MARIA L B9 EIGHTH AVE 128 448
915 RODRIQUEZ AGUSTIN & ANGELA M B7 EIGHTH AVE 335 1173
226 CLEMENTS GILBERT B14 EIGHTH AVE 251 879
634 MALGRAT CARMEN I (Q) & B15 EIGHTH AVE 378 1325
360 FERRER REGLA M B13 EIGHTH AVE 68 237
358 FERNANDEZ SANTIAGO & ESTEFFANY B12 EIGHTH AVE 183 642
651 MC MAHON MARCIANA L F10 CROSS ST 183 640
74 BAUCOM PROPERTY HOLDINGS 1 LLC B21 EIGHTH AVE 465 1627
354 FERNANDEZ RAMON ESTATE B22 EIGHTH AVE 281 984
G :/Waterwaste/Stock Island/Reports/Appendices
URS Corporation
127 BOQUETTE FRANK & MAGAL Y & B19 EIGHTH AVE 275 964
938 SANCHEZ EDWARD J & PETRA M B20 EIGHTH AVE 236 827
828 RAMIREZ CAMILO & SUGEY B18 EIGHTH AVE 154 538
307 DIAZ RICARDO & TAMMY LYNN (HIW) & B17 EIGHTH AVE 148 517
RODRIGUEZ FEDERICO & RODRIGUEZ
900 NERRY & B16 EIGHTH AVE 171 598
FERNANDEZ DAVID MORLEY & VITIA PENA
346 (HIW) G10 ROBERTA ST 121 425
AYERS KENNETH W JR & MAYRA PEREZ
48 (HIW) G51 MIRIAM ST 290 1014
415 GONZALEZ ORESTES & ANA H22 MIRIAM ST 231 809
585 LEWIS JOHN C & MARY B24 EIGHTH AVE 369 1291
34 ANDINO L1SSETTE CUSTODIAN FOR B25 EIGHTH AVE 256 897
158 BRAVO RALPH B23 EIGHTH AVE 230 804
936 SAFE HARBOUR MARINA LLC 6810 FRONT ST 10496 36736
355 FERNANDEZ RAMON ESTATE H23 MIRIAM ST 334 1168
356 FERNANDEZ RAMON ESTATE F11 CROSS ST 195 683
1018 SQUELLA JORGE G50 MIRIAM ST 232 813
1019 SQUELLA JORGE & G11 ROBERTA ST 149 521
941 SARIOL EDUARDO R & JOSEFINA G13 ROBERTA ST 267 933
733 NORRIS JASON L G48 MIRIAM ST 145 509
20 ALEXANDER JOHN NORMAN F13 CROSS ST 366 1283
418 GOODE HARRY M H25 MIRIAM ST 112 392
613 LOUIS MARY PIERRE & F14 CROSS ST 321 1125
396 GARCIA LOUIS NILO & LILA G47 MIRIAM ST 158 554
748 PADRON EUGENIO & ELIZABETH G14 ROBERTA ST 263 920
419 GOODE HARRY M H26 MIRIAM ST 190 666
600 LOPEZ ELOY JR & O'KEEFE STACY D R/S- G46 MIRIAM ST 328 1148
983 SIMONS BRUCE & JUDY G15 ROBERTA ST 194 679
610 LOPEZ ZAIDA R F15 CROSS ST 314 1100
420 GOODE HARRY M H27 MIRIAM ST 288 1007
601 LOPEZ ELOY M JR C1 NINTH AVE 189 662
114 BLANCO JUAN A & & MICHELLE C5 NINTH AVE 337 1180
362 FETTER CHRISTOPHER WILLIAM C6 NINTH AVE 76 266
357 FERNANDEZ RAMON ESTATE C2 NINTH AVE 156 547
565 LAMADRID YOEL C3 NINTH AVE 117 410
1043 SUAREZ LUISA C10 NINTH AVE 354 1238
569 LARA THOMAS 0 C11 NINTH AVE 145 506
660 MEDEROS JESUS C8 NINTH AVE 254 890
1114 WALDON DARRELL L C9 NINTH AVE 87 304
855 RIVIERA DR IN THEATRE IN C7 NINTH AVE 220 769
643 MARTINEZ L1VAN & CAROLINA C4 NINTH AVE 133 466
679 MIRA JAMES JR & ROBERTA C14 NINTH AVE 296 1037
316 DND LLC C15 NINTH AVE 146 512
899 RODRIGUEZ AUGUSTIN SR & C13 NINTH AVE 191 668
566 LAMBERSON JAMES E & LAMBERSON RUTH I C12 NINTH AVE 371 1298
984 SIMONS BRUCE & JUDY C21 NINTH AVE 330 1155
652 MC QUAIG OLIVER J & HELEN C22 NINTH AVE 181 634
851 RITLOP JOHN STEVE & C20 NINTH AVE 348 1217
6 ADDLEMAN GARY C19 NINTH AVE 88 307
7 ADDLEMAN GARY FLOYD C18 NINTH AVE 314 1099
8 ADDLEMAN GARY FLOYD C17 NINTH AVE 143 502
205 CARRODEGUA RAUL C16 NINTH AVE 204 714
645 MARTINEZ REYNALDO A (Q) & C25 NINTH AVE 278 975
G :IWa terwaste/Stock Island/Reportsl Appendices
URS Corporation
156 BRASWELL EDGAR G & CAROLYN H R/S C24 NINTH AVE 165 578
549 KIDWELL DAVID L C23 NINTH AVE 288 1006
479 HILLMAN ALAN K & NANCY KEE CO-TR'S H31 MIRIAM ST 247 863
638 MARISCAL LOUIS & GLORIA F19 CROSS ST 188 658
897 RODRIGUEZ AGUSTIN SR & ANGELA G19 ROBERTA ST 210 737
1010 SPENCER SONIA G42 MIRIAM ST 245 856
295 DEGRAVE STEPHEN R H32 MIRIAM ST 221 774
985 SIMONS BRUCE & JUDY F20 CROSS ST 94 330
896 RODRIGUEZ AGUSTIN JR & G20 ROBERTA ST 817 2858
462 HERNANDEZ GILDA C G41 MIRIAM ST 321 1122
JORDAN WILLIAM A (Q) & JORDAN HAZEL V
510 R/S D1 TENTH AVE 165 577
433 GRIFFITHS AUDREY D6 TENTH AVE 205 718
1038 STUBBLEFIELD FRANKLIN E & JOY D7 TENTH AVE 208 728
841 RENIER CHARLES H & LEAH M D2 TENTH AVE 282 986
865 RIVIERA DRIVE IN D10 TENTH AVE 227 794
866 RIVIERA DRIVE IN D11 TENTH AVE 178 625
867 RIVIERA DRIVE IN 08 TENTH AVE 239 838
868 RIVIERA DRIVE IN D9 TENTH AVE 256 898
799 POWELL STEVEN L & LETISIA D5 TENTH AVE 129 452
197 CANOV A VICTOR H & MARIA P D4 TENTH AVE 314 1101
917 ROLDAN JORGE & WANDA MAE D3 10TH AVE 43 149
869 RIVIERA DRIVE IN D13 TENTH AVE 211 738
870 RIVIERA DRIVE IN D14 TENTH AVE 212 743
871 RIVIERA DRIVE IN D12 TENTH AVE 184 646
186 BURNETT JEAN R 021 TENTH AVE 164 573
872 RIVIERA DRIVE IN 022 TENTH AVE 260 910
11 AGIN LINDA 020 TENTH AVE 283 991
207 CASO MARCOS A D19 TENTH AVE 334 1169
873 RIVIERA DRIVE IN D16 TENTH AVE 159 556
874 RIVIERA DRIVE IN D17 TENTH AVE 342 1198
875 RIVIERA DRIVE IN D15 TENTH AVE 254 890
784 PIERCE MARY L F21 CROSS ST 107 376
986 SIMONS BRUCE & JUDY D25 TENTH AVE 199 698
394 GARCIA CARMEN D24 TENTH AVE 270 944
876 RIVIERA DRIVE IN D23 TENTH AVE 204 715
761 PEREZ JOSE HERMINIO & JACQUELINE D18 TENTH AVE 236 827
ALFONSO CECILIA & AGUIAR ARMANDO (B/Q)
24 (R/S) G21 ROBERTA ST 311 1090
987 SIMONS BRUCE & JUDY G40 MIRIAM ST 116 406
1130 WELLS STEVEN S & DENISE M H33 MIRIAM ST 162 568
988 SIMONS BRUCE & JUDY F22 CROSS ST 315 1101
388 GAIT AN FELIX A & GAIT AN MARTA J & G22 ROBERTA ST 347 1213
628 MALBY CHARLES R JR & MALBY ALAN L R/S G39 MIRIAM ST 175 612
228 COLBY GLlCY H34 MIRIAM ST 177 618
493 IGLESIAS RUBEN & AURORA F23 CROSS ST 215 751
333 ELGART MATTHEW & G23 ROBERTA ST 136 477
731 NORAT RAFAEL G38 MIRIAM ST 278 973
573 LEESON DAVID & H35 MIRIAM ST 217 761
726 NATONSKI JANICE E & D27 ELEVENTH AVE 189 660
678 MIRA ARMANDO M III & L1SBEY C D28 ELEVENTH AVE 194 678
791 PITTS HERMAN ROGER & VICKY LYNNE D26 ELEVENTH AVE 206 721
1082 TRUJILLO DONALD D35 ELEVENTH AVE 315 1102
1020 STAFFORD WILLIAM E & EVA M 036 ELEVENTH AVE 525 1839
G:/W a terwaste/Stock Island/Reports/Appendices
U RS Corporation
1036 STROBLE MARTHA B 032 ELEVENTH AVE 346 1210
580 LEONARD STEVEN P & 033 ELEVENTH AVE 459 1607
953 SEIDEL DEANNA L 031 ELEVENTH AVE 209 731
607 LOPEZ JOSE 030 ELEVENTH AVE 330 1157
180 BRUEIN NORMAN & JEANNETTE 029 ELEVENTH AVE 233 817
889 ROBERTS WILLIAM & SABRINA 037 ELEVENTH AVE 364 1273
558 KOBEZAK JAMES JR & EDNA B 034 ELEVENTH AVE 307 1076
194 CABRERA GUDELlO & BERTA 050 ELEVENTH AVE 343 1200
997 SIMS AMY 049 ELEVENTH AVE 366 1280
397 GARCIA RAY & ESTELA L D-4811THAVE 119 417
213 CEPERO JESUS & MARTA 047 ELEVENTH AVE 443 1549
23 ALFARO LOUIS JR & CARlOAD 046 ELEVENTH AVE 247 865
622 MACHADO MARIA E 044 ELEVENTH AVE 528 1850
407 GILLIS LILIAS M 045 ELEVENTH AVE 242 849
467 HERNANDEZ RAMON & MERCEDES 038 ELEVENTH AVE 488 1706
674 MILLER WILLIAM W & ADA C 039 ELEVENTH AVE 134 468
1149 WOODS ANITA L (a) & VON A 043 ELEVENTH AVE 230 804
605 LOPEZ GREGORY S 042 ELEVENTH AVE 208 727
893 ROBINSON WILLIAM SANDS JR & 041 ELEVENTH AVE 300 1049
715 MURPHY JAMES T & 040 ELEVENTH AVE 286 1001
1098 VAN MATER ROBIN & VAN MATER LORI & G24 ROBERTA ST 274 957
494 IGLESIAS RUBEN & AURORA F24 CROSS ST 134 470
1111 VILLABA ROSA G37 MIRIAM ST 145 509
421 GOODMAN ALISSA TAMAR H36 MIRIAM ST 183 639
RAMIREZ ARTURO E (a) & BASUL TO MARIA C
827 TIC G25 ROBERTA ST 185 647
495 IGLESIAS RUBEN & AURORA F25 CROSS ST 121 423
294 DEGRAVE STACEY G36 MIRIAM ST 179 627
560 KUNTZ RHONDA H37 MIRIAM ST 211 740
410 GONZALES BENEDICTA F26 CROSS ST 166 582
364 FINDLAY GARY E H38 MIRIAM ST 184 645
762 PEREZ MARIA A & PEREZ OMAR & G26 ROBERTA ST 319 1118
759 PEREZ ARMANDA & GRAZ DANIEL TIC (B/O) G35 MIRIAM ST 635 2223
471 HERNANDEZ ROGELlO E11 ELEVENTH AVE 132 462
932 RYAN MICHAEL J E10 ELEVENTH AVE 463 1622
464 HERNANDEZ JESUS & MARTHA E11 ELEVENTH AVE 355 1243
115 BLANCO JULIO & LUCIA E11 ELEVENTH AVE 426 1491
854 RIVERA SEFERINO JR & MARIA E8 ELEVENTH AVE 147 513
208 CASTILLO MICHAEL CHRISTOPHER (a) E5 ELEVENTH AVE 146 511
945 SAWYER ANTHONY G & MYRNA E E6 ELEVENTH AVE 214 748
5 ADAMS WARREN JR & EVANGELINE E2 ELEVENTH AVE 333 1164
1131 WELTERS RALPH & FRANKER LINE L E3 ELEVENTH AVE 211 739
153 BRAMBLE DONALD E & AMANDA H E25 ELEVENTH AVE 274 958
38 ARENCIBIA FRANCISCO & MERCEDES E24 ELEVENTH AVE 459 1607
296 DELGADO EDUARDO III E22 ELEVENTH AVE 324 1133
890 ROBERTSON DOLORES L E23 ELEVENTH AVE 248 867
721 MYERS SEAN F (SERVICE) E21 ELEVENTH AVE 127 444
968 SIMMONS BERNARD & ETHEL E13 ELEVENTH AVE 373 1305
13 AGULAR FELIX & NAOMI E14 ELEVENTH AVE 329 1152
523 KERNS ROLLIN F & LEONA C E12 ELEVENTH AVE 633 2215
1097 VALLE LUISA E9 ELEVENTH AVE 145 508
753 PARRA DANIEL & DARCIE A E5 ELEVENTH AVE 379 1325
574 LEGGETT FRANK R & LEGGETT JOAN (B/O) E20 ELEVENTH AVE 183 642
832 REAM KATHLEEN E19 ELEVENTH AVE 181 635
1137 WILLIAMS DAVID F & LOUANNA R & E18 ELEVENTH AVE 337 1178
G :/Waterwaste/Stock Island/Reports/Appendices
URS Corporation
1026 STEHL Y ALMA MILAGRO E17 ELEVENTH AVE 388 1359
166 BRINGLE GREGORY J & E16 ELEVENTH AVE 222 778
1073 THRESS DALE B & MARJORY A E15 ELEVENTH AVE 145 508
210 CASTRO NOEMI UE F27 CROSS ST. 201 703
898 RODRIGUEZ ALICIA G27 ROBERTA ST 128 446
59 BALL FRED G H39 MIRIAM ST 162 568
1106 VELOSO MIMI E G34 MIRIAM ST 145 509
268 COUGHLIN CALVIN H40 MIRIAM ST 162 568
969 SIMMONS BRUCE & JUDY F28 CROSS ST 271 949
750 PADRON MIRTHA F G28 ROBERTA ST 217 760
671 MILAM ILUMINADA B G33 MIRIAM ST 78 273
411 GONZALES HORTENSE AGUIAR E35 TWELFTH AVE 397 1388
129 BOUCHARD ANNA BOVI & E 36 12TH AVE 186 649
430 GREENE JIMMY L SR & JUDITH A E32 TWELFTH AVE 242 847
463 HERNANDEZ JESUS E33 TWELFTH AVE 447 1564
1029 STILLSON MARY E 31E TWELFTH AVE 189 662
334 ESTAVEZ ORLANDO P & PATRICIA M E30 TWELFTH AVE 275 964
1116 WALLACE CHARLES R JR E26 TWELFTH AVE 696 2436
734 O'FARRILL PEDRO S & NERCIDA (B/O) & E38 TWELFTH AVE 265 928
1039 STUBBLEFIELD FRANKLIN E & JOY L E39 TWELFTH AVE 222 775
598 LOPEZ CALVIN A & DONNA L E37 TWELFTH AVE 176 617
928 RUSSELL EDWARD G & E24 TWELFTH AVE 128 449
1090 TYNES PAULETTE D (a) & E29 TWELFTH AVE 164 574
27 ALLEN JULIA MATHIS & ALLEN TYNUA D E28 TWELFTH AVE 419 1465
826 RAHMING LEANDER JR & ANGELA E27 TWELFTH AVE 203 710
584 LEWIS DARYL E SR & PEARLINE R E42 TWELFTH AVE 298 1041
892 ROBINSON WILLIAM SANDS JR E43 TWELFTH AVE 359 1256
894 ROBINSON WILLIAM SANDS JR & E41 TWELFTH AVE 346 1210
609 LOPEZ ORIOL & MIRTA E40 TWELFTH AVE 213 744
1105 VELOSO DOMINGO J TRUSTEE E49 TWELFTH AVE 289 1011
1110 VICTORIA MARCIANA LAOUINDANUM E50 TWELFTH AVE 310 1084
737 OLDHAM REJANE E46 TWELFTH AVE 213 746
391 GALVAN JORGE E & RAOUEL E47 TWELFTH AVE 413 1447
704 MORALES FRANCISCO & MIRTA E45 TWELFTH AVE 119 415
608 LOPEZ NORMA F E44 TWELFTH AVE 121 424
413 GONZALEZ GERTRUDIS E48 TWELFTH AVE 434 1519
151 BOZO ARNALDO A F29 CROSS ST 368 1287
269 COUGHLIN CALVIN G29 ROBERTA ST 386 1352
1101 VEGA DANIEL EDUARDO & G32 MIRIAM ST 145 509
270 COUGHLIN MARY K UE H41 MIRIAM ST 606 2122
989 SIMONS BRUCE & JUDY F30 CROSS ST 125 436
1140 WILLIAMS GEORGE A G-30 ROBERTA ST 384 1343
1085 TRYON WILLIAM PAUL & KELLY G31 MIRIAM ST 145 509
618 LYNN SHIRLEY ANN TRUSTEE H42 MIRIAM ST 110 384
877 RIVIERA DRIVE IN H43 MIRIAM ST 162 568
HERNANDEZ JORGE & HERNANDEZ RAYSI
465 T/C A13 TWELFTH AVE 680 2379
1151 WORKMAN MARY ALICE A14 TWELFTH AVE 198 694
798 POWELL LETISIA A8 TWELFTH AVE 446 1561
625 MACIAS RIGOBERTO & BELKIS A9 TWELFTH AVE 226 792
65 BARISH JULIUS F A7 TWELFTH AVE 268 937
214 CHAPIN MARJORIE T A3 TWELFTH AVE 181 635
589 L1N ADELAIDE H A5 TWELFTH AVE 164 572
563 LADD LUCILLE Al & A2 TWELFTH AVE 219 766
175 BROWN EARLE W A22 TWELFTH AVE 181 635
G :/Waterwaste/Stock Island/Reports/Appendices
U RS Corporation
472 HERNANDEZ ROGELlO A23 TWELFTH AVE 355 1244
760 PEREZ GARMAS MIRIAM A17 TWELFTH AVE 302 1056
BLANCO ARCADIO & L1BRADA (B/Q) &
111 BLANCO JUAN SR A18 TWELFTH AVE 313 1097
996 SIMPSON MARGARET RUTH A16 TWELFTH AVE 247 866
273 COWLES SHAWN M A1512TH AVE 460 1608
673 MILLER GAIL ANN TRUSTEE A12 TWELFTH AVE 98 344
184 BUNTROCK RICHARD L A11 TWELFTH AVE 75 264
918 ROMO BRYAN J & ANGELA S (B/Q) A10 TWELFTH AVE 304 1066
272 COWLES CHRIS & MELODY 0 0
98 BERNSTEIN MIRIAM A29 TWELFTH AVE 0 0
4 ADAMS RONALD A & A28 TWELFTH AVE 271 948
344 FAVIER ELLIOTT A A25 TWELFTH AVE 278 975
345 FAVIER ELLIOTT A A26 TWELFTH AVE 202 705
606 LOPEZ JORGE A24 TWELFTH AVE 496 1737
802 PRAG GLENN A A21 TWELFTH AVE 691 2419
HERBST JEFFREY ALLEN & JILL K WOLFE
461 (H/W) A20 TVliELFTH AVE 228 797
130 BOUCHARD THOMAS ANTHONY (Q) & A19 TWELFTH AVE 327 1144
99 BERNSTEIN MIRIAM A31 TWELFTH AVE 0 0
100 BERNSTEIN MIRIAM A30 TWELFTH AVE 0 0
408 GLADDING PETER K & MARY K A27 TWELFTH AVE 181 632
935 SAFE HARBOR MARINE 299 1047
342 FAUST RONALD H & JOANN V 1 ST AVE & 3 RD ST 135 473
G :/Waterwaste/Stock IslandlReportsl Appendices
U RS Corporation
i
f.
I
Stock Island
Sewer Evaluation
Key Map
Stock Island Study Area
o
Map Legend
US 1
~<< 10'/
;~~~~~~ Developed Parcels with Non-Verified Flow Valu
* Properties Under Evaluation
-~
.~ Parcels with Average Flow >= 1,000 GPD Undeveloped Parcels with No Flow Value
F::;>" Parcels with Average Flow < 1,000 GPD .. Key West Resort Utility
-
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Average Flow Map for the Current Condition
Appendix F
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Appendix G
Estimated Wastewater aeneration Rates for Future Condition
1016 SPOTTSWOOD PARTNERS INC 5400 US 1 LOTS 1,2,3,18,19,20 1394 4879
908 RODRIGUEZ RAMON F & PATRICIA A LOT 42 BLK 54 5TH AVE 462 1618
2 3 D OF KEY WEST INC 1157 4051
720 MURRAY MARINE SALES & SERVICE INC 5710 OVERSEAS HWY 451 1579
227 CMT PROPERTY MANAGEMENT LLC 5670 LAUREL AVE 93 327
1001 SMITH KIT CARSON LEE 5600 LAUREL AVE 1063 3719
1017 SPOTTSWOOD PARTNERS INC 815 2853
498 ITNOR CORPORATION THE 5700 LAUREL AVE 11988 41956
817 QUESADO CORA ESTATE 5660 LAUREL AVE 86 301
187 BURRIN FRED R DVM 6150 SECOND ST 86 301
126 BONNETT MATTHEW R 5650 E LAUREL AVE 77 270
154 BRASWELL EDGAR & CAROLYN 5640 LAUERALAVE 61 215
309 DION COMMERCIAL PROPERTIES LLC 5390 OVERSEAS HWY 133 466
310 DION COMMERCIAL PROPERTIES LLC 5350 OVERSEAS HWY 555 1941
821 R & S OF KEY WEST INC 5611 MACDONALD AVE 1165 4078
822 R & S OF KEY WEST INC 5671 MAC DONALD AVE 5713 19996
280 CURRY OTIS R JR 5625 MACDONALD AVE 105 369
155 BRASWELL EDGAR G & CAROLYN H 5635 MACDONALD AVE 192 672
311 DION COMMERCIAL PROPERTIES LLC 5300 OVERSEAS HWY 120 420
1033 STOCK ISLAND LLC 6325 FIRST ST 32 113
513 K M TOMITA INC 15230 OVERSEAS HWY 2087 7303
131 BOUNTY FISHERIES LIMITED 5302 MACDONALD AVE 6860 24011
1013 SPOTTSWOOD PARTNERS" LTD 5450 MACDONALD AVE 1410 4934
683 MONROE COUNTY 2ND ST & MCDONALD AVE 272 953
834 REFRESHMENT SERVICES INC 5510 MALONEY AVE 120 419
620 M SCRIBNER PROPERTIES LLC 5640 MALONEY AVE 213 745
239 CONSOLIDATED ELECTRICAL 5650 MALONEY AVE 40 140
STOCK ISLAND CHEVERON INC & MAUN
1030 JAMES J 5220 OVERSEAS HWY 102 358
1122 WATTERSON EDGAR & ABREU GERALD 5684 MACDONALD AVE 48 166
1077 TOM THUMB FOOD STORES INC 5690 MALONEY AVE 36 127
578 LEMON WILLIAM L & GILBERT MICHAEL L TIC 5216 OVERSEAS HWY 52 182
576 LEMON WILLIAM L & GILBERT 5216 OVERSEAS HWY 595 2082
577 LEMON WILLIAM L & GILBERT 5216 OVERSEAS HWY 127 445
5200 OVERSEAS HWY US1 & CROSS
590 LIPPI ANDREW ST.-STOCK ISLAND 161 565
801 POZZI JOHN & POZZI JOHN JR RIS . 5294 SUNCREST RD 790 2764
1084 TRUSTEES OF THE INTERNAL 0 0
959 SHIELDS WILLIAM & MARY C & STOCK ISLAND (SUNKREST) 502 1759
626 MACLAUGHLIN MARK J & ELIZABETH 6200 2ND ST 374 1310
717 MURRAY DAVID J & MARY C TR'S (DAVID 72 250
1014 SPOTTSWOOD PARTNERS" LTD 0 0
434 GROSSMAN LYNN TRUSTEE 1595 NW 20' 16 & 17 659 2307
89 BERARD RICHARD L 5176 OVERSEAS HWY 102 356
132 BOUNTY FISHERIES LIMITED 0 0
49 B D LAND CO LLC 5170 OVERSEAS HWY 287 1003
486 HOLLAND W SAM 100 FIFTH ST 241 842
1015 SPOTTSWOOD PARTNERS" LTD 0 0
31 AMERIGAS EAGLE PROPANE L P COR 3RD ST & 1ST AVE 774 2708
747 PADGETT JOE T & NINA 5514 FIRST AVE 107 375
G:/Waterwaste/Stock Island/Reportsl Appendices
URS Corporation
617 L YDA THERON 5640 FIRST ST 3 9
234 CONDELLA STEVE J 5650 FIRST AVE 167 585
43 ARNOLD RICHARD W & DORIS R 5630 FIRST AVE 145 506
211 CATES CRAIG & CHERYL 5590 FIRST AVE 213 746
37 ARCHER JOHN S 5582 FIRST AVE 168 588
36 ARCHER JOHN 1ST AVE 0 0
COTTON OF KEY WEST LIMITED
250 PARTNERSHIP 5580 SECOND AVE 217 758
1069 TELCOM SYSTEMS L TO 5522 FIRST AVE 38 134
235 CONDELLA STEVE J 5680 FIRST AVE 23 80
502 JG RENTALS LLC 6310 SECOND ST 166 580
526 KEY WEST BAPTIST TEMPLE INC 5704 MALONEY AVE 209 733
684 MONROE COUNTY 0 0
806 PRICE WALTER F TRUSTEE 83 291
807 PRICE WALTER F TRUSTEE 5158 OVERSEAS HWY 98 344
56 BAILEY RONALD E JR 5135 SUNCREST RD 169 591
808 PRICE WALTER F TRUSTEE 5159 OVERSEAS HWY 336 1175
581 LERETTE THERESA 0 0
582 LERETTE THERESA 5180 SUNKREST RD 441 1543
1047 SUNCREST LANDING LLC 5176 SUNCREST RD 675 2362
745 OVIDE KATHRYN ANN & 5587 SECOND AVE 191 668
1048 SUNCREST LANDING LLC 447 1563
527 KEY WEST BAPTIST TEMPLE INC 5790 MALONEY AVE 1160 4061
456 HENSON STEVE R & DEBORAH & 5557 SECOND AVE 88 310
1050 SUNCREST MINI-SELF STORAGE LLC 5100 SUNCREST RD 292 1022
887 ROBERTS CHARLES F & CURRY LEO M III T/C 5585 SECOND AVE 1223 4279
405 GIL ANTONIO SR & CATHERINE UE 5625 SECOND AVE 23 81
975 SIMONS BRUCE & JUDITH K 6336 SECOND ST 923 3229
242 COOPER JAMES ROBERT & NANCY S 6391 THIRD ST 90 313 .
DE MARCO PIERG10RGIO & MARIA
291 TRUSTEES 5565 SECOND AVE 170 595
195 CALABRO DANIEL J 5790 MALONEY AVE 147 515
587 L1BBEN CO 5110 OVERSEAS HWY 1957 6850
698 MONROE COUNTY ROAD 0 0
588 L1BBEN CO 0 0
843 REUTER WILLIAM H JR ETAL 0 0
583 LERETTE THERESA 0 0
1049 SUNCREST LANDING LLC 0 0
COTTON OF KEY WEST LIMITED
252 PARTNERSHIP THE 44 154
COTTON OF KEY WEST LIMITED
253 PARTNERSHIP THE 5TH ST & 2ND AVE 278 974
331 EGGERS ROBERT E L & JENNIFER 6400 SUNSHINE ST 183 640
216 CHARLEY TOPPINO & SONS INC 0 0
990 SIMONS STEPHEN MARK 6415 SECOND ST 596 2085
991 SIMONS STEPHEN MARK 2ND ST & 2ND AVE CORNER 541 1893
452 HENDRICKS LARRY B & JULIE S 5790 SECOND ST 92 322
169 BRINGLE STEVEN A & JUDY M 5750 SECOND AVE 199 697
370 FLORIDA KEYS ELECTRIC INC 5730 SECOND AVE 256 896
459 HENSON STEVE R & DEBORAH A 81 282
404 GIL ANTONIO JR & GIL EMIGDIO A 6400 SECOND TER 434 1519
809 PRICE WALTER F TRUSTEE 0 0
756 PEDRO MARTIN/ANO LIZ 4TH AVE & 6440 MALONEY AVE 2388 8357
603 LOPEZ ELOY SR & MARGARET 6401 SIXTH ST 521 1824
G :/Wa terwaste/Stock Island/Reports/Appendices
URS Corporation
COTTON OF KEY WEST LIMITED
254 PARTNERSHIP THE 115 403
167 BRINGLE STEVEN A & 6410 SECOND ST 835 2924
508 JONES GEORGINA M 6405 SIXTH ST 247 863
390 GALVAN ILUMINADA 6420 SUNSHINE ST 242 845
168 BRINGLE STEVEN A & 6410 SECOND ST 664 2325
COTTON OF KEY WEST LIMITED
251 PARTNERSHIP 90 316
442 HARDEN HUNTER N & SANDRA Y 6412 MALONEY AVE 117 409
COTTON OF KEY WEST LIMITED
255 PARTNERSHIP THE 121 423
443 HARDEN MARC A & FOURTH AVE 1030 3606
PARKER DEREK & OROPEZA SCOTT G &
751 ELIZABETH C & 6475 SECOND ST 873 3054
1096 VALDEZ GALE I (Q) & 6430 SUNSHINE ST 260 910
319 DOLL FRANCES ANN & 6419 SIXTH ST 395 1383
476 HERRERA CIRILO R & YOLANDA L & 6414 SECOND ST 517 1809
COTTON OF KEY WEST LIMITED
256 PARTNERSHIP THE 44 153
COTTON OF KEY WEST LIMITED
257 PARTNERSHIP THE 114 399
133 BOUNTY FISHERIES L TO 0 0
1035 STROBLE & LEE ENTERPRISES INC 6420 MALONEY AVE 42 149
437 HAMIL TON ANDY B & HAMIL TON HENRY B & 666 2330
304 DEVRIES ELIZABETH R 6418 SECOND ST 268 940
46 ARNOLD'S AUTO AND MARINE REPAIR INC 6411 SECOND TER 49 172
COTTON OF KEY WEST LIMITED
249 PARTNERSHIIP THE 126 440
COTTON OF KEY WEST LIMITED
258 PARTNERSHIP THE 117 409
409 GOLDSTEIN IRA H & 6440 SUNSHINE ST 299 1045
78 BEAVER JAMES M 6449 SIXTH ST 428 1498
933 S & W OF KEY WEST INC 6531 MALONEY AVE 1324 4635
924 ROY'S TRAILER PARK INC 6500 MALONEY AVE 19274 67459
47 ARNOLD'S AUTO AND MARINE REPAIR INC 102 SECOND TER 53 187
520 KEEVAN CLARENCE J & JACQUELINE G 71 249
COOTON OF KEY WEST LIMITED
243 PARTNERSHIP THE 116 406
COTTON OF KEY WEST LIMITED
259 PARTNERSHIP THE 120 420
518 KASZYK MARIETA LOT 51-3RD AVE. 521 1822
562 LABORDE CAROLYN B 6419 SIXTH ST 377 1318
521 KEEVAN CLARENCE J & JACQUELINE G 225 787
CISNEROS YRAIDA (Q) - (T/C) & GARCIA
220 ESTELA M 6413 SECOND TER 154 539
COTTON OF KEY WEST LIMITED
260 PARTNERSHIP THE 114 397
COTTON OF KEY WEST LIMITED
261 PARTNERSHIP THE 118 413
116 BLANCO TERRY & ADRIANNA (B/Q) & 6460 SUNSHINE ST 256 897
CAPPS HARVEY R TRUSTEE (HARVEY CAPPS
198 INTER VIVOS 5311 THIRD AVE 84 295
522 KEEV AN CLARENCE J & JACQUELINE G 6436 SECOND ST 136 476
1128 WELLS STEVEN & DENISE 6415 SECOND TER 1000 3500
591 LIZ PEDRO M & MIRTA 5730 FOURTH AVE 725 2537
G :/Waterwaste/Stock Island/Reports/Appendices
URS Corporation
COTTON OF KEY WEST LIMITED
262 PARTNERSHIP THE 120 419
COTTON OF KEY WEST LIMITED
263 PARTNERSHIP THE 116 407
293 DEGRAFFENREID KEVIN E & ELSA & 6410 SECOND ST 58 201
685 MONROE COUNTY 0 0
422 GOODRICH ADRIAN I & TERRI A 5324 THIRD AVE 366 1281
386 G&M REAL ESTATE L L C 5324 THIRD AVE 52 180
619 . M P A OF KEY WEST LIMITED 5341 FIFTH AVE 56 197
635 MALONEY NORVIN G JR & MARY B 155 542
91 BERMAN JEFFREY 155 542
134 BOUNTY FISHERIES L TD 155 542
135 BOUNTY FISHERIES LTD 155 542
136 BOUNTY FISHERIES L TD 155 542
137 BOUNTY FISHERIES L TD 155 542
138 BOUNTY FISHERIES L TD 155 542
139 BOUNTY FISHERIES L TD 155 542
140 BOUNTY FISHERIES L TO 155 542
141 BOUNTY FISHERIES L TD 155 542
1141 WILSON APARTMENTS INC 5312 THIRD AVE 155 542
1142 WILSON APARTMENTS INC 155 542
1143 WILSON APARTMENTS INC 5312 THIRD AVE 155 542
142 BOUNTY FISHERIES L TD 155 542
92 BERNSTEIN BENJAMIN ESTATE 5700 FOURTH AVE 1381 4832
221 CITY OF KEY WEST 206 722
406 GIL EMIGDIO ANTONIO 6529 MAC DONDLD AVE 1390 4864
93 BERNSTEIN BENJAMIN ESTATE 6500 FRONT ST 836 2927
650 Me KILLlP ODES & ANITA 5530 THIRD AVE 5087 17803
44 ARNOLD RICHARD W & DORIS R 5540 THIRD AVE 123 431
45 ARNOLD RICHARD W & DORIS R 308 1077
937 SALlNERO FREDERICK A 5570 THIRD AVE 270 946
240 COOPER JAMES ROBERT 5590 THIRD AVE 67 233
298 DELTA MARINE INC 5600 THIRD AVE 46 160
593 LIZ ROLANDO & MATILDE 5624 THIRD AVE 75 264
1008 SPENCER ROBERT E & JERRY L 18 62
749 PADRON MICHAEL A JR 5630 THIRD AVE 1873 6554
1079 TORRES CLAUDE & SEIKO 5642 THIRD AVE 656 2296
686 MONROE COUNTY 0 0
66 BARTON DONALD J JR 5650 THIRD AVE 154 540
903 RODRIGUEZ JOSE A & CARMEN TRS 5331 FIFTH AVE 159 558
904 RODRIGUEZ JOSE A & CARMEN TRS 5331 FIFTH AVE 159 558
902 RODRIGUEZ JOSE A 159 558
380 G & M PAINT & BODY SHOP INC 5324 THIRD AVE 210 734
905 RODRIGUEZ JOSE A & CARMEN TRS 5331 FIFTH AVE 159 558
1037 STROBLE VERNON C & SAMARNG 5635 FOURTH AVE 36 126
212 CAYO HUESO INVESTMENTS INC 6511 MALONY AVE 1112 3891
67 BARTON DONALD J JR MALONEY SUB 0 0
76 BEACH TV CABLE COMPANY INC FRONT ST 231 810
911 RODRIGUEZ RAMON F & PATRICIA A 5507 FIFTH AVE 339 1186
202 CAREY JOANNE W LIFE ESTATE 5509 FIFTH AVE 144 504
FIRST STATE BANK OF THE FLORIDA KEYS
365 ETC 5511 FIFTH AVE 26 90
778 PFAHNING JEROME 133 466
241 COOPER JAMES ROBERT 255 893
1005 SOSA ARMANDO SR 5515 FIFTH AVE 967 3384
G:/W a terwaste/Stock Island/Reports/Appendices
URS Corporation
.~
35 ANDREWS STEWART J & LEDA N 5517 FIFTH AVE 104 364
68 BARTON DONALD J JR 96 335
69 BARTON DONALD J JR 5675 FIFTH AVE 423 1482
30 ALVAREZ RAY & ROSE G 5513 FIFTH AVE 186 649
688 MONROE COUNTY FL 0 0
528 KEY WEST OCEAN FRONT LIMITED 0 0
321 DOT/ST.OF FL 0 0
322 DOT/ST.OF FL 0, 0
119 BOARD OF COUNTY COMMISSIONERS 6751 FIFTH ST 86 301
1081 TOWNSEND RAIN K & PHILIP H (H/W) 6621 MALONEY AVE 4852 16981
120 BOARD OF COUNTY COMMISSIONERS 0 0
317 DOG TRACK PARTNERSHIP 5550 5TH AVENUE 18126 63442
823 RACKMAN JOSEPH R & 650 FRONT ST 371 1298
95 BERNSTEIN MIRIAM 166 '580
COTTON OF KEY WEST LIMITED
264 PARTNERSHIP THE 6670 MALONEY AVE 289 1013
96 BERNSTEIN MIRIAM 5550 FIFTH AVE 106 371
COTTON OF KEY WEST LIMITED
265 PARTNERSHIP THE 6667 MALONEY AVE 280 979
515 K W RESORT UTILITIES CORP 0 0
323 DOT/ST.OF FL 0 0
94 BERNSTEIN BENJAMIN ESTATE 5422 18978
332 EL MAR R V RESORT L L C 6700 MALONEY AVE 407 1423
COTTON OF KEY WEST LIMITED
266 PARTNERSHIP THE 6670 MALONEY AVE 254 890
516 K W RESORT UTILITIES CORP 0 0
COTTON OF KEY WEST LIMITED
267 PARTNERSHIP THE 250 876
516 K W RESORT UTILITIES CORP 0 0
52 BACLE PETER M & MONICA 6639 MALONEY AVE 2791 9767
943 SAUNDERS & DOELMAN TRANSPROP LLC 6631 MALONEY AVE 622 2176
426 GRAHAM NEAL E & JOHNS JEAN ETAL 0 0
51 BACLE PETER M & MONICA 6639 MALONEY AVE 2187 7655
438 HARBOR SHORES CONDOMINIUM 7539 26387
553 KNIGHT EDWARD B 0 0
53 BACLE PETER M & MONICA 6639 MALONEY AVE 319 1118
BOWEN ALFRED & JOY & OROPEZA SCOTT G
143 & ELIZABETH & 334 1170
61 BAMA TWO LLC 461 1613
555 KNIGHT EDWARD B LIVING TRUST 01/23/97 0 0
647 MAYBERRY MARINA INC 7007 SHRIMP ROAD 0 0
766 PEREZ RICHARD EUGENE EST 6021 PENINSULA AVE 113 395
54 BACLE PETER M & MONICA 34 118
767 PEREZ RICHARD EUGENE EST 96 336
768 PEREZ RICHARD EUGENE EST 87 304
769 PEREZ RICHARD EUGENE EST 71 247
770 PEREZ RICHARD EUGENE EST 32 112
687 MONROE COUNTY 0 0
97 BERNSTEIN MIRIAM 1 TWELFTH AVE 0 0
771 PEREZ RICHARD EUGENE EST 118 415
772 PEREZ RICHARD EUGENE EST 141 495
773 PEREZ RICHARD EUGENE EST 137 480
835 REGER JAMES J & MELODYE J 5948 PENINSULAR AVE 1135 3973
774 PEREZ RICHARD EUGENE EST 136 475
836 REGER JAMES J & MELODYE J 69 243
G :/Waterwaste/Stock Island/Reports/Appendices
URS Corporation
837 REGER JAMES J & MELODYE J 139 487
775 PEREZ RICHARD EUGENE EST 8 PENINSULAR AVE 2253 7887
BOWEN ALFRED & JOY & OROPEZA SCOTT G
144 & ELIZABETH & 6003 MALONEY AVE 611 2139
740 OROPEZA HEllO & CARLEEN & 6003 PENINSULA AVE 538 1884
1127 WELLS KENNETH G 6651 PENINSULAR AVE 68 238
222 CITY OF KEY WEST 6900 FRONT ST 93 325
246 CORAL LAGOON PROPERTIES LLC 82 287
223 CITY OF KEY WEST 0 0
776 PEREZ RICHARD EUGENE EST 111 387
1075 TIITF/SOVEREIGNTY LANDS 0 0
556 KNIGHT EDWARD B LIVING TRUST 01/23/97 0 0
1091 UNITED STATES OF AMERICA PENINSULAR AVE 829 2902
OROPEZA SCOTT G & ELIZABETH A ,
741 OROPEZA 5970 PENINSULAR AVE 332 1163
224 CITY OF KEY WEST 6900 FRONT ST CES PLANT 93 , 325
367 FLA KEYS AQUEDUCT COMM 93 325
366 FLA KEYS AQUEDUCT 0 0
449 HARRIS DALLAS SHRIMP ROAD 3947 13816
554 KNIGHT EDWARD B 0 0
952 SEA MARKET INC & SHRIMP RD 710 2484
124 BONNER BILL SHRIMP ROAD 747 2615
1150 WOODSON EDWARD T JR 6325 FIRST ST 1792 6272
PIZZI SAM DAVID & POZZI JOHN JR &
792 GABRIELA T/C 5236 SUNCREST RD 3128 10948
WOLKOWSKY DAVID W TRUSTEE(DAVID W
1146 WOLKOWSKY LIVING 0 0
NEWMAN CLARENCE L & VIVIAN C
728 TRUSTEES 6125 SECOND ST 2744 9606
648 MAYBERRY MARINA INC 7007 SHRIMP RD 875 3062
440 HARBOURVIEW MARINA LLC SHRIMP ROAD 0 0
441 HARBOURVIEW MARINA LLC SHRIMP ROAD 0 0
282 D&M ENTEERPRISES LLC SHRIMP ROAD 0 0
283 D&M ENTERPRISES LLC SHRIMP ROAD 0 0
735 OFFUTT HARRY C IV SHRIMP ROAD 0 0
921 ROURKE JOHN & SHRIMP ROAD 0 0
302 DENHART ERIC JOHN & MARIE LOUIS C SHRIMP ROAD 0 0
290 DCD MARITIME INC SHRIMP ROAD 0 0
178 BROWNING ROBERT F TRUSTEE SHRIMP ROAD 0 0
564 LAFLAIR RICKY LEE & MARCIA SHRIMP ROAD 0 0
PROBERT FAMILY LIMITED PARTNERSHIP
813 INC SHRIMP ROAD 0 0
830 RCM OF KEY WEST LLC SHRIMP ROAD 0 0
382 GAP PROPERTIES OF SW FL 1 INC SHRIMP ROAD 0 0
383 GAP PROPERTIES OF SW FL 1 INC SHRIMP ROAD 0 0
384 GAP PROPERTIES OF SW FL 1 INC SHRIMP ROAD 0 0
385 GAP PROPERTIES OF SW FL-1 INC SHRIMP ROAD 0 0
506 JOHNSON LARRY & CHARLOTTE SHRIMP ROAD 0 0
507 JOHNSON LARRY & CHARLOTTE SHRIMP ROAD 0 0
312 OlSSON ADAM J & SHRIMP ROAD 0 0
313 DISSON ADAM J & SHRIMP ROAD 0 0
314 OlSSON ADAM J & SHRIMP ROAD 0 0
125 BONNER WILLIAM S SHRIMP ROAD 0 0
961 SHOCK ISLAND LLC SHRIMP ROAD 0 0
962 SHOCK ISLAND LLC SHRIMP ROAD 0 0
G :/Waterwaste/Stock Island/Reports/Appendices
URS Corporation
963 SHOCK ISLAND LLC SHRIMP ROAD 0 0
964 SHOCK ISLAND LLC SHRIMP ROAD 0 0
965 SHOCK ISLAND LLC SHRIMP ROAD 0 0
548 KEY-TEX SHRIMP CO INC SHRIMP ROAD 0 0
392 GAP PROPERTIES OF SW FLORIDA 1 INC SHRIMP ROAD 0 0
75 BDM LLC SHRIMP ROAD 0 0
966 SHOCK ISLAND LLC SHRIMP ROAD 0 0
315 DLLD INC SHRIMP ROAD 0 0
318 DOG TRACK PARTNERSHIP 5550 5TH AVE 4058 14205
666 MERIDIAN WEST L TO 5550 5TH AVE 0 0
60 BAMA ONE LLC 0 0
457 HENSON STEVE R & DEBORAH A 5010 17535
458 HENSON STEVE R & DEBORAH A 5010 17535
245 CORAL HAMMOCK LLC 5510 OVERSEAS HWY 8350 29225
546 KEYS FERDERAL CREDIT UNION 2505 8768
1022 STANDARD MARINE SUPPLY CORP 5413 FIRST ST 390 1364
1023 STANDARD MARINE SUPPLY CORP 390 1364
1024 STANDARD MARINE SUPPLY CORP 5713 FIRST AVE 390 1364
453 HENNUM CHRISTINE W 6301 MALONEY AVE 1169 4092
233 CONCH CONTRADA L C 2004 7014
529 KEY WEST OCEAN FRONT LIMITED 10020 35070
886 ROBBIE'S SAFE HARBOR MARINE 11690 40915
934 SAFE HARBOR ENTERPRISES 700 SHRIMP RD 8350 29225
677 MING EJ JR & MING ROBERT M & 6000 PENINSULA AVE 18370 64295
765 PEREZ RICHARD EUGENE EST 11690 40915
480 HISTORIC TOURS OF AMERICA INC 626 2192
481 HISTORIC TOURS OF AMERICA INC 626 2192
482 HISTORIC TOURS OF AMERICA INC 626 2192
483 HISTORIC TOURS OF AMERICA INC 626 2192
718 MURRAY DAVID J & MARY C TR'S (MARY 1086 3800
719 MURRAY DAVID J & MARY C TR'S (MARY SUNKREST RD 1086 3800
341 FAUST RONALD H & JOANN V 5620 MACDONALD AVE 6637 23228
145 BOYD'S CAMPGROUND L TD 5727 2ND AVE 14596 51085
1 201 OCEANSIDE INC 5960 PENINSULA AVE 21610 75635
1072 THOMPSON P LEE & 2 TWELFTH AVE 386 1351
335 ESTEVEZ WILMA C27 TENTH AVE 540 1891
624 MACIAS RIGOBERTO & BECKY C30 TENTH AVE 256 895
623 MACIAS RIGOBERTO & C31 TENTH AVE 415 1452
707 MORALES TANIA C29 TENTH AVE 299 1047
470 HERNANDEZ ROBERT JR (Q) & (OR) C28 TENTH AVE 166 581
123 BOND CAROLYN & CARMONA DAVID R/S C32 TENTH AVE 161 565
579 LEON TIMOTHY C35 TENTH AVE 251 879
279 CURRY OTIS R III C36 TENTH AVE 71 249
846 RICHARDSON RAMONA & C33 TENTH AVE 203 711
488 HOUSE ANN M UE C34 TENTH AVE 37 128
10 AGIN EDWARD TRUSTEE C41 TENTH AVE 151 530
976 SIMONS BRUCE & JUDY C42 TENTH AVE 341 1193
330 EDWARDS JOSEPH R & TERRI L C38 TENTH AVE 285 997
895 RODRIGUEZ AGUSTIN & C39 TENTH AVE 311 1090
842 RENNICKS LYNN A & PATRICIA M C37 TENTH AVE 325 1136
148 BOZA MARY J C46 TENTH AVE 302 1058
878 RIVIERA ENTERPRISES INC C47 TENTH AVE 341 1194
672 MILLER GAIL ANN TRUSTEE C44 TENTH AVE 67 233
149 BOZA MARY J C45 TENTH AVE 76 265
150 BOZA MARY J C43 TENTH AVE 302 1057
G :/Waterwaste/Stock Island/Reports/Appendices
URS Corporation
848 RIOSECO ORLANDO & NORA E C40 TENTH AVE 182 636
469 HERNANDEZ ROBERT C50 TENTH AVE 335 1173
782 PHELAN PAUL 0 & C49 TENTH AVE 211 738
705 MORALES JOSE 0 C48 TENTH AVE 162 567
389 GALLOWAY PAUL L & MARIE G18 ROBERTA ST 143 500
811 PRIDE MARSHA F18 CROSS ST 177 620
393 GARCIA ANDRE M G43 MIRIAM ST 104 364
599 LOPEZ ELlDA UE H30 MIRIAM ST 324 1134
25 ALFONSO RICHARD G & ESTELA J F12 CROSS ST 221 773
816 QUESADA AMILKAR & MARLA DAGER (H/W) G12 ROBERTA ST 219 766
757 PELLETIER ANNIE G49 MIRIAM ST 147 515
416 GOODE HARRY M H24 MIRIAM ST 179 626
1009 SPENCER ROSA LENA & B26 NINTH AVE 255 892
716 MURPHY JOHN A & CHONG CHA B27 NINTH AVE 176 615
519 KEEN LOUISA (Q) & B30 9TH AVE 203 712
106 BISHOP MAXWELL 0 & BON IT A L B31 NINTH AVE 177 619
112 BLANCO FELIX & MADALlNA (B/Q) & LINARES B29 NINTH AVE 198 692
852 RIVERA ROLANDO & B28 NINTH AVE 283 991
305 DIAZ EDUARDO & B36 NINTH AVE 150 526
192 CABANAS GEORGE B37 NINTH AVE 198 693
833 RECAREY EDUARDO S & DAISY B35 NINTH AVE 195 684
630 MALBY ROBERT B33 NINTH AVE 63 221
455 HENRY LEILA B34 NINTH AVE 106 369
700 MONTAGUE RUTH B B32 NINTH AVE 255 893
657 MCPHERSON CRITILDA B41 NINTH AVE 252 883
103 BETANCOURT HERBERT & FLORENCE B42 NINTH AVE 154 540
746 OWL EVERETT & VIVIAN B40 NINTH AVE 108 378
738 O'NEILL JOHN E & FRANCES A B39 NINTH AVE 173 605
658 MCQUAIG OLIVER J & HELEN B38 NINTH AVE 298 1043
1028 STEWART ANTOINETTE L & B43 NINTH AVE 269 941
1099 VAUGHN RICHARD GLENN & CARRIE LYNNE B45 NINTH AVE 322 1126
284 DAEFFLER DENNIS K & JANICE 0 B46 NINTH AVE 155 544
977 SIMONS BRUCE & JUDY B44 NINTH AVE 302 1058
659 MCQUAIG OLIVER J AND HELEN B50 NINTH AVE 349 1220
113 BLANCO GERARDO B49 NINTH AVE 160 561
BOZA EDUARDO Z & CARl DAD MORALES
146 (H/W) B47 NINTH AVE 163 569
703 MORALES CARl DAD (Q) & B-48 NINTH AVE 424 1483
SWIFT EDWIN 0 & BELLAND CHRISTOPHER
1053 CLARK & 1 SLOANS LANDING 1434 5017
1152 WSMP-SOUTHEAST-COLORADO LP 2ND AVE & 3RD ST 760 2659
1032 STOCK ISLAND LIMITED PTNSHIP 5501 3RD AVE 43242 151346
810 PRICE WALTER F TRUSTEE 5031 5TH AVE 11268 39437
196 CALLAGHAN KEVIN 400 COUNTY RD 135 474
1078 TORRES CLAUDE & SEIKO 6471 THIRD ST 598 2093
1120 WARD-GRANT PEGGY 410 COUNTY RD 292 1023
237 CONNER CHESTER & DORIS UE 420 COUNTY RD 234 819
944 SAUNDERS SILAS S SR & VINA MAE 424 COUNTY RD 374 1308
274 COX OTHA P JR 204 714
604 LOPEZ GLENWOOD R & MICHELE R 396 BAUDO ST 230 805
1004 SOMMERS VAUGHN L & GWENDOLYN M 303 CROSS ST 492 1724
102 BETANCOURT ANGEL L & DELORES J 400 BALlDO TER 410 1434
499 JACKSON EDWARD L & VIRGINIA E 397 BALI DO ST 277 971
G :/Waterwaste/Stock Island/Reports/Appendices
URS Corporation
794 PLA GERALD & KATHERINE 398 BALlDO ST 132 462
1046 SUMMERS DWAYNE UE 305 CROSS ST 356 1245
713 MOUNTS ALFONSO E & BRENDA L 402 BALlDO TER 225 786
281 CURRY SARAH DOROTHEA 399 BALlDO ST 76 267
681 MITCHELL NATHAN & SONJA 401 BALI DO ST 325 1138
190 BUTLER WILLIAM N AND ANITA D 404 BALI DO TER 499 1748
417 GOODE HARRY M 6515 FIFTH ST 124 434
436 HALL ERIC E & SABRINA V 307 CROSS ST 157 550
1052 SUTTON MAXIE & ROZENIA 400 BALlDO ST 148 519
1115 WALKER NICOL V 5414 THIRD AVE 167 585
939 SANCHEZ THORNTON UE 5413 THIRD AVE 256 895
888 ROBERTS JUDY M & 5412 THIRD AVE 252 883
729 NILES LEONORA (Q) & 5411 THIRD AVE 725 2538
512 JULIAN KENNETH F 124 434
347 FERNANDEZ RAMON ESTATE 5409 THIRD AVE 222 778
1102 VELAZQUEZ NANCY 5408 THIRD AVE 344 1204
853 RIVERA ROLANDO & LOURDES 5407 THIRD AVE 332 1162
931 RUSSELL TERESA K 6516 FIFTH ST 281 983
110 BLANCO AMADA AVILA 5406 THIRD AVE 382 1337
847 RIEGELMAN WANDA 5405 THIRD AVE 192 671
804 PRESLEY RONALD D 403 BALlDO ST 289 1012
191 BUTLER WILLIAM N AND ANITA D 0 0
829 RAMIREZ JOSE 5404 THIRD AVE 158 552
913 RODRIGUEZ ROBERTO & ONELlA 402 BALlDO ST 257 901
1089 TYNES LAURETTE 309 CROSS ST 414 1450
328 DURAN WILLIAM 5403 THIRD AVE 171 600
327 DURAN GHEOFRE & MILAGROS & 5402 THIRD AVE 216 757
909 RODRIGUEZ RAMON F & PATRICIA A 5401 THIRD AVE 309 1082
906 RODRIGUEZ RAMON & PATRICIA 5510THIRDAVE 733 2564
1155 YARBROUGH THOMAS J & 6517 FIFTH ST 209 730
559 KOEN BARBARA J 5419 ROBYN LN 124 434
1088 TURSO GIACOMO & MARY E (B/Q) 410 BALlDO TER 220 770
805 PRESTON ERNEST T 5420 ROBYN LN 124 434
487 HORNYAK JOHN D JR & MONICA S 405 BALlDO ST 243 851
764 PEREZ MARIO C & 404 BALI DO ST 284 993
940 SANDS ROOSEVELT 311 CROSS ST 163 569
72 BAUCOM PROPERTY HOLDINGS 1 LLC 5421 ROBYN LN 124 434
785 PIERRE INNOCENT 5422 ROBYN LN 124 434
1125 WEECH PATRICIA JOYCE 5423 ROBYN LN 124 434
550 KIMBLER LILY 5422 ROBYN LN 124 434
1148 WOODS ALLISON J 5425 ROBYN LN 124 434
412 GONZALEZ DORA 5426 ROBYN LN 124 434
303 DEVRIES ELIZABETH 6518 FIFTH ST 124 434
308 DIEZEL MICHAEL 5427 ROBYN LN 124 434
73 BAUCOM PROPERTY HOLDINGS 1 LLC 5428 ROBYN LN 174 610
1041 SUAREZ ALICIA 5429 ROBYN LN 124 434
40 ARNOLD JEFFREY W (Q) & 5430 FOURTH AVE 913 3196
225 CLAVEY LINDA 5431 ROBYN LN 124 434
MONROE COUNTY HOUSING AUTHORITY
690 THE 207 725
689 MONROE COUNTY HOUSING AUTHORITY 207 725
MONROE COUNTY HOUSING AUTHORITY
691 THE 207 725
MONROE COUNTY HOUSING AUTHORITY
692 THE 207 725
G :/Walerwaste/Stock Island/Reports/Appendices
URS Corporation
MONROE COUNTY HOUSING AUTHORITY
693 THE 207 725
840 RENIER CHARLES H & LEAH M 406 BALI DO ST 293 1026
1126 WELCH FLORINE H 313 CROSS ST 175 612
727 NEFF C ROBERT & CATHERINE 407 BALlDO ST 244 854
MONROE COUNTY HOUSING AUTHORITY
694 THE 207 725
MONROE COUNTY HOUSING AUTHORITY
695 THE 207 725
744 OSTERMAN JOSEPH C & JAMIE L 412 BALlDO TER 374 1310
MONROE COUNTY HOUSING AUTHORITY
696 THE 207 725
MONROE COUNTY HOUSING AUTHORITY
697 THE 207 725
907 RODRIGUEZ RAMON F & PATRICIA 5432 FIFTH AVE 1085 3797
795 POPE FLOYD 408 BALlDO ST 206 722
185 BURGOHY KEVIN E 315 CROSS ST 325 1138
271 COVINO ELIZABETH PERKINS 409 BALI DO ST 232 813
171 BROGLI KENNETH E & ALBERTA 6547 FIFTH AVE 202 708
172 BROGLI KENNETH E & ALBERTA 5445 FIFTH AVE 65 229
447 HARNISH MICHAEL & DIONNE 0 0
1007 SOUTHERN STAR OF KEY WEST INC 5505 FIFTH AVE 3086 10801
55 BAILEY ALBERTA 5444 FIFTH AVE 310 1085
170 BROGLI ALBERTA 5443 FIFTH AVE 135 472
910 RODRIGUEZ RAMON F & PATRICIA A 5510 FIFTH AVE 440 1538
174 BROGLI KENNETH E JR & DEVON M 5442 FIFTH AVE 0 0
395 GARCIA JUAN CARLOS & MIRIAM 5441 FIFTH AVE 209 733
511 JOSEPH ALEUS & PHILOSANE J 5440 FIFTH AVE 136 476
644 MARTINEZ MODESTO & MARIA E 5439 FIFTH AVE 328 1148
929 RUSSELL FRANKLIN J ET UX 317 CROSS ST 315 1103
1156 YGLESIAS RAMON F & 410 BALlDO ST 177 619
448 HARNISH MICHAEL & DIONNE 0 0
777 PERKINS CELIA 411 BALI DO ST 248 869
572 LEE VERA ESTATE 5438 FIFTH AVE 50 174
706 MORALES MADELINE M 5437 FIFTH AVE 159 555
173 BROGLI KENNETH E & ALBERTA 5446 FIFTH AVE 3167 11083
1086 TUCKER WENDY R 5436 FIFTH AVE 29 101
1158 ZINTSMASTER MATTHEW 5435 FIFTH AVE 378 1322
179 BRUEIN DO NT A & OMA YRA 5434 FIFTH AVE 168 587
914 RODRIGUEZ TRICIA RAE 5433 FIFTH AVE 159 557
1003 SNIDER CAROL E 6620 MALONEY AVE 65 226
505 JOHNSON CLARENCE 0 & HENRIETTA 6620 MALONEY AVE 180 631
712 MORROW CARRIE Hl FIFTH AVE 162 568
662 MENDEZ ROLANDO & H2 FIFTH AVE 162 568
575 LEGGETT JOAN A TRUSTEE UE 25 SIXTH AVE 354 1239
324 DOYLE MARIA T & MARSHALL RONALD J R/S H10 FIFTH AVE 576 2014
1044 SUAREZ WM & ANA M H11 FIFTH AVE 429 1502
639 MARl US ALONA N K & LAURENCE H7 FIFTH AVE 436 1526
22 ALEXANDER JOHNN & ALEIDA LOPEZ (H/W) H8 FIFTH AVE 385 1347
339 FALLON ZAIDA P H3 FIFTH AVE 103 359
RADEMAKER THOMAS JOSEPH & RACHEAL
824 LE TRS 27 SIXTH AVE 91 318
504 JOHNSON BRENDA L 29 SIXTH AVE 114 399
26 ALLEN EMERSON E & AUDREY J 23 SIXTH AVE 195 683
G:/Waterwaste/Stock Island/Reports/Appendices
URS Corporation
1133 WHITE PHYLLIS M 21 SIXTH AVE 408 1428
1074 THURSTON CORITHA UE 19 SIXTH AVE 88 308
BUTLER LOFTON AMBROSE & VIRGINIA
189 MARTHA 17 SIXTH AVE 121 424
176 BROWN JAMES C 15 SIXTH AVE 132 462
12 AGUIAR ANA LIDIA 13 SIXTH AVE 213 746
28 ALLEN NATHALIE 9 SIXTH AVE 642 2245
680 MITCHELL DOLORES M 11 SIXTH AVE 151 530
33 ANDERSON WILLIE L SR & JOANNE C 7 SIXTH AVE 166 582
204 CAREY ROY VINCENT JR & 5 SIXTH AVE 242 849
602 LOPEZ ELOY M JR & O'KEEFE STACY D T/C 1 CROSS ST ! 223 781
COLLINS FRANK CLARK (Q) & COLLINS DEAN
231 ARNOLD & H9 FIFTH AVE 696 2437
500 JACKSON ERNEST LEE H6 FIFTH AVE 129 453
289 DAVALOS ANTONIO H5 FIFTH AVE 156 546
163 BRAVO RALPH R & KARLA L & H4 FIFTH AVE 270 945
970 SIMMONS JAMES H & GLENDA D & 5 SIXTH AVE 367 1283
1034 STONE ROY C JR 0 0
611 LOS LEY FREDERICK A TRUSTEE 6630 MALONEY AVE 2526 8840
THOMAS JAMES M & JERIL YN WOMACK
1070 THOMAS (H/W) 6620 MALONEY AVE 200 699
653 MCCAIN JOHN 6620 MALONEY AVE 162 567
758 PENT ROBERT H (Q) & DOROTHY M ESTATE H12 MIRIAM ST 162 568
423 GORDEN DIANE LEE & 6620 MALONEY AVE 200 699
387 GAGE RICHARD D & TONI MICHELLE 6620 MALONEY AVE 281 984
215 CHARLES KLEBERT & ISABELLE F1 CROSS ST 188 657
466 HERNANDEZ JOSE (Q) & G60 MIRIAM ST 175 611
329 DYSON DONALD C F1 CROSS ST 145 509
978 SIMONS BRUCE & JUDY H13 MIRIAM ST 195 683
857 RIVIERA DRIVE IN 98 344
879 RIVIERA ENTERPRISES INC 91 317
858 RIVIERA DRIVE IN 94 328
859 RIVIERA DRIVE IN 95 332
860 RIVIERA DRIVE IN 94 328
880 RIVIERA ENTERPRISES INC 101 353
881 RIVIERA ENTERPRISES INC 95 331
861 RIVIERA DRIVE IN 96 335
882 RIVIERA ENTERPRISES INC 92 322
883 RIVIERA ENTERPRISES INC 95 333
862 RIVIERA DRIVE IN 95 332
884 RIVIERA ENTERPRISES INC 94 327
863 RIVIERA DRIVE IN 95 333
864 RIVIERA DRIVE IN 94 328
885 RIVIERA ENTERPRISES INC 94 328
297 DELPH MICHAEL S & EDEE M 6620 MALONEY AVE 227 796
18 ALBRECHT WALTER E 6620 MALONEY AVE 131 459
667 METCALF DIANE L F2 CROSS ST 161 562
201 CAREY CLYDE J JR G2 ROBERTA ST 145 509
1103 VELOSO DOMINGO J TRUSTEE G59 MIRIAM ST 145 509
424 GORDON HAROLD L SR & MARY L H14 MIRIAM ST 116 407
557 KNOWLES BRIAN THOMAS SR & 6620 MALONEY AVE 426 1489
HERRERA CIRILO & YOLANDA & L1PCHAK
474 ANA R/S H15 MIRIAM ST 510 1784
912 RODRIGUEZ RICHARDO A & F3 CROSS ST 353 1237
1094 URBAY IVAN & OMAIRA G3 ROBERTA ST 185 647
G :/Waterwaste/Stock Island/Reports/Appendices
URS Corporation
152 BRADY RALPH D JR & G58 MIRIAM ST 145 509
926 ROZELLE ANN M 6620 MALONEY AVE 182 635
9 ADRION MICHELLE A (Q) & 6620 MALONEY AVE 623 2179
14 AKUNA VICTORIA K KATZAKIAN G4 ROBERTA ST 355 1244
849 RIOSECO RAUL & GUILLERMINA G57 MIRIAM ST 317 1111
561 KUSH MAN RICK A F4 CROSS ST 54 190
1080 TORRES JOSE L & JULIETTE B H16 MIRIAM ST 162 568
631 MALBY ROBERT W A24SEVENTH AVE 202 707
101 BERULDSEN DIANE A25 SEVENTH AVE 137 480
363 FIEDLER BRUCE A22 SEVENTH AVE 200 699
979 SIMONS BRUCE & JUDY A23 SEVENTH AVE 252 883
348 FERNANDEZ RAMON ESTATE A21 SEVENTH AVE 208 728
402 GIBBS HELEN A A5 SEVENTH AVE 173 607
503 JOHNSON ABRAHAM 0 & MARCIA M A6 SEVENTH AVE 183 640
206 CARTER JONATHAN E & KATHRYN A20 SEVENTH AVE 362 1267
ALEXANDER JOHN NORMAN & ALE IDA LOPEZ
21 (H/W) A19 SEVENTH AVE 133 464
1138 WILLIAMS DAVID F & LOUANNA R & A17 SEVENTH AVE 234 819
349 FERNANDEZ RAMON ESTATE A18 SEVENTH AVE 134 468
742 OROPEZA SCOTT G & OROPEZA TODD M & A16 SEVENTH AVE 512 1792
1021 STAMETS VINCENT S & MARLEN A13 SEVENTH AVE 270 944
612 LOUIS JEAN A14 SEVENTH AVE 451 1579
209 CASTRO GEORGINA N A11 SEVENTH AVE 134 469
432 GRIFFIN NANCY S & BANACH WALTER W R/S A12 SEVENTH AVE 159 558
632 MALBY ROBERT W A10 SEVENTH AVE 214 750
633 MALBY ROBERT W A9 SEVENTH AVE 268 939
350 FERNANDEZ RAMON ESTATE A8 SEVENTH AVE 16 56
351 FERNANDEZ RAMON ESTATE A7 SEVENTH AVE 195 683
403 GIBBS HELEN A A4 7TH AVE 128 446
431 GRIFFIN NANCY A1 SEVENTH AVE 219 768
306 DIAZ EDUARDO & PATRICIA M A15 SEVENTH AVE 127 443
1011 SPENCER TERRANCE LEE & ROSE MARIE A3 SEVENTH AVE 398 1392
1012 SPENCER TERRANCE LEE & ROSE MARIE A2 SEVENTH AVE 193 675
787 PINE & PALM TRAILER PARK INC 6620 MALONEY AVE 166 580
1104 VELOSO DOMINGO J TRUSTEE F5 CROSS ST 162 567
161 BRAVO RALPH R F16 CROSS ST 265 928
352 FERNANDEZ RAMON ESTATE G16 ROBERTA ST 212 741
825 RAFIELD MARY G45 MIRIAM ST 105 367
15 ALBERT KENNETH H28 MIRIAM ST 236 827
16 ALBERT KENNETH J F17 CROSS ST 177 618
57 BAKER RAYMOND E & LISETTE (B/Q) G17 ROBERTA ST 282 989
629 MALBY CHARLES RICHARD SR H29 MIRIAM ST 162 568
17 ALBERT KENNETH J G44 MIRIAM ST 155 544
450 HARRIS EDWARD E & PHYLLIS C C26 TENTH AVE 361 1264
1157 ZERPA LAZARO & G5 ROBERTA ST 147 516
594 LOCKWOOD DOLORES C G56 MIRIAM ST 215 754
104 BICK MICHAEL ANTHONY H17 MIRIAM ST 156 545
920 ROSWELL NANCY 6620 MALONEY AVE 167 584
796 PORTER POWELL 0 6620 MALONEY AVE 0 0
1107 VENTIMIGLIA RICHARD K 6620 MALONEY AVE 351 1229
980 SIMONS BRUCE & JUDY G55 MIRIAM ST 282 988
64 BARISH B JULI H18 MIRIAM ST 273 957
230 COLGLAZIER JIM W & AMELIA F6 CROSS ST 111 387
473 HERNANDEZ TOMAS & ADELA B G6 ROBERTA ST 88 307
G :/Waterwaste/Stock Isl and/Reports/ Appendices
URS Corporation
435 GUZMAN HECTOR A & REBECCA L A26 EIGHTH AVE 576 2017
159 BRAVO RALPH R & KARLA L A30 EIGHTH AVE 133 465
PRESLEY DOLORES (Q) & PRESLEY DAVID
803 T/C A31 EIGHTH AVE 341 1193
981 SIMONS BRUCE & JUDY A27 EIGHTH AVE 336 1176
42 ARNOLD MAE T A29 EIGHTH AVE 199 698
41 ARNOLD MAE A28 EIGHTH AVE 108 378
475 HERRERA CIRILO R & YOLANDA & A35 EIGHTH AVE 120 420
359 FERRELL MICHAEL T & JUSTINE A A36 EIGHTH AVE 419 1468
668 MICHAUD DARRELL & CYNTHIA & A33 EIGHTH AVE 219 766
732 NORRIS ESTRELLA P A34 EIGHTH AVE 209 730
982 SIMONS BRUCE & JUDY A32 EIGHTH AVE 246 860
278 CURRY LORRAINE A38 EIGHTH AVE 186 652
722 NASEIRO LORENZO JR & DAISY M A39 EIGHTH AVE 261 915
901 RODRIGUEZ FELIX & SORAIDA A37 EIGHTH AVE 742 2598
1129 WELLS STEVEN S & DENISE M A46 EIGHTH AVE 390 1365
398 GARCIA TAMMY L A47 EIGHTH AVE 340 1191
160 BRAVO RALPH & KARLA A44 EIGHTH AVE 158 554
763 PEREZ MARIO & MARGARET A45 EIGHTH AVE 241 842
468 HERNANDEZ RIGOBERTO & TOMASA A43 EIGHTH AVE 298 1042
699 MONTAGUE CHERIE A A40 EIGHTH AVE 387 1356
29 ALLEN WENDY (Q) & A42 EIGHTH AVE 207 725
181 BRUGMAN EDWARD H & MILDRED G A50 EIGHTH AVE 101 355
182 BRUGMAN EDWARD H & MILDRED G A49 EIGHTH AVE 128 449
586 LEWIS JOHN C & MARY E A48 EIGHTH AVE 204 713
492 HYATI & HYATT INC G7 ROBERTA ST 395 1383
39 ARENCIBIA MARCOS & DEBORAH G54 MIRIAM ST 93 326
957 SHEPPARD PETEH & H19 MIRIAM ST 205 718
701 MOORE BEVETTE F7 CROSS ST 287 1004
1083 TRUJILLO JOSE I F8 CROSS ST 94 330
850 RIOSECO SIXTO R & CRUZ M RIOSECO G8 ROBERTA ST 174 611 "
818 QUINONES FABIO & NEREIDA G53 MIRIAM ST 303 1062
1087 TURK JOHN & LINDA H20 MIRIAM ST 162 568
414 GONZALEZ MICHAEL & WENDY S H21 MIRIAM ST 221 774
203 CAREY LEO L G9 ROBERTA ST 162 567
1042 SUAREZ KETTY NOVA & REINALDO (H/W) F9 CROSS ST 449 1570
1139 WILLIAMS DAVID F & LOUANNA R & G52 MIRIAM ST 145 509
58 BALBUENA ROMUALDO F & HELEN MAE B5 EIGHTH AVE 104 364
107 BISHOP RANDALL R & DARLENE V B6 EIGHTH AVE 214 748
193 CABRERA CORNELIA (Q) & B2 EIGHTH AVE 423 1479
641 MARPLE MICHELLE(Q) & B3 EIGHTH AVE 196 686
353 FERNANDEZ RAMON ESTATE B1 EIGHTH AVE 322 1126
661 MENDEZ ROBERTO J & MARIA R B4 EIGHTH AVE 198 693
570 LAUKKANEN JULIO H (Q) & B10 EIGHTH AVE 351 1228
856 RIVIERA DR IN THEATRE INC B11 EIGHTH AVE 258 901
1109 VICTOR MARIE B8 EIGHTH AVE 248 866
754 PARTINGTON JEFFREY A & MARIA L B9 EIGHTH AVE 128 448
915 RODRIQUEZ AGUSTIN & ANGELA M B7 EIGHTH AVE 335 1173
226 CLEMENTS GILBERT B14 EIGHTH AVE 251 879
634 MALGRAT CARMEN I (Q) & B15 EIGHTH AVE 378 1325
360 FERRER REGLA M B13 EIGHTH AVE 68 237
358 FERNANDEZ SANTIAGO & ESTEFFANY B12 EIGHTH AVE 183 642
651 MC MAHON MARCIANA L F10 CROSS ST 183 640
74 BAUCOM PROPERTY HOLDINGS 1 LLC B21 EIGHTH AVE 465 1627
354 FERNANDEZ RAMON EST A TE B22 EIGHTH AVE 281 984
G :/Wa terwaste/Stock Island/Reports/Appendices
URS Corporation
127 BOQUETTE FRANK & MAGAL Y & B19 EIGHTH AVE 275 964
938 SANCHEZ EDWARD J & PETRA M B20 EIGHTH AVE 236 827
828 RAMIREZ CAMILO & SUGEY . B18 EIGHTH AVE 154 538
307 DIAZ RICARDO & TAMMY LYNN (H/W) & B17 EIGHTH AVE 148 517
RODRIGUEZ FEDERICO & RODRIGUEZ
900 NERRY & B16 EIGHTH AVE 171 598
FERNANDEZ DAVID MORLEY & VITIA PENA
346 (H/W) Gl0 ROBERTA ST 121 425
AYERS KENNETH W JR & MAYRA PEREZ
48 (H/W) G51 MIRIAM ST 290 1014
415 GONZALEZ ORESTES & ANA H22 MIRIAM ST 231 809
585 LEWIS JOHN C & MARY B24 EIGHTH AVE 369 1291
34 ANDINO L1SSETTECUSTODIAN FOR B25 EIGHTH AVE 256 897
158 BRAVO RALPH B23 EIGHTH AVE, 230 804
936 SAFE HARBOUR MARINA LLC 6810 FRONT ST 10706 37471
355 FERNANDEZ RAMON ESTATE H23 MIRIAM ST 334 1168
356 FERNANDEZ RAMON ESTATE F11 CROSS ST 195 683
1018 SQUELLA JORGE G50 MIRIAM ST 232 813
1019 SQUELLA JORGE & G11 ROBERTA ST 149 521
941 SARIOL EDUARDO R & JOSEFINA G13 ROBERTA ST 267 933
733 NORRIS JASON L G48 MIRIAM ST 145 509
20 ALEXANDER JOHN NORMAN F13 CROSS ST 366 1283
418 GOODE HARRY M H25 MIRIAM ST 112 392
613 LOUIS MARY PIERRE & F14 CROSS ST 321 1125
396 GARCIA LOUIS NILO & LILA G47 MIRIAM ST 158 554
748 PADRON EUGENIO & ELIZABETH G14 ROBERTA ST 263 920
419 GOODE HARRY M H26 MIRIAM ST 190 666
600 LOPEZ ELOY JR &. O'KEEFE STACY D R/S G46 MIRIAM ST 328 1148
983 SIMONS BRUCE & JUDY G15 ROBERTA ST 194 679
610 LOPEZ ZAIDA R F15 CROSS ST 314 1100
420 GOODE HARRY M H27 MIRIAM ST 288 1007
601 LOPEZ ELOY M JR Cl NINTH AVE 189 662
114 BLANCO JUAN A & & MICHELLE C5 NINTH AVE 337 1180
362 FETTER CHRISTOPHER WILLIAM C6 NINTH AVE 76 266
357 FERNANDEZ RAMON ESTATE C2 NINTH AVE 156 547
565 LAMADRID YOEL C3 NINTH AVE 117 410
1043 SUAREZ LUISA C10 NINTH AVE 354 1238
569 LARA THOMAS 0 C11 NINTH AVE 145 506
660 MEDEROS JESUS C8 NINTH AVE 254 890
1114 WALDON DARRELL L C9 NINTH AVE 87 304
855 RIVIERA DR IN THEATRE IN C7 NINTH AVE 220 769
643 MARTINEZ L1VAN & CAROLINA C4 NINTH AVE 133 466
679 MIRA JAMES JR & ROBERTA C14 NINTH AVE 296 1037
316 DND LLC C15 NINTH AVE 146 512
899 RODRIGUEZ AUGUSTIN SR & C13 NINTH AVE 191 668
566 LAMBERSON JAMES E & LAMBERSON RUTH I C12 NINTH AVE 371 1298
984 SIMONS BRUCE & JUDY C21 NINTH AVE 330 1155
652 MC QUAIG OLIVER J & HELEN C22 NINTH AVE 181 634
851 RITLOP JOHN STEVE & C20 NINTH AVE 348 1217
6 ADDLEMAN GARY C19 NINTH AVE 88 307
7 ADDLEMAN GARY FLOYD C18 NINTH AVE 314 1099
8 ADDLEMAN GARY FLOYD C17 NINTH AVE 143 502
205 CARRODEGUA RAUL C16 NINTH AVE 204 714
645 MARTINEZ REYNALDO A (Q) & C25 NINTH AVE 278 975
G :/Waterwaste/Stock Island/Reports/Appendices
URS Corporation
156 BRASWELL EDGAR G & CAROLYN H RlS C24 NINTH AVE 165 578
549 KIDWELL DAVID L C23 NINTH AVE 288 1006
479 HILLMAN ALAN K & NANCY KEE CO-TR'S H31 MIRIAM ST 247 863
638 MARISCAL LOUIS & GLORIA F19 CROSS ST 188 658
897 RODRIGUEZ AGUSTIN SR & ANGELA G19 ROBERTA ST 210 737
1010 SPENCER SONIA G42 MIRIAM ST 245 856
295 DEGRAVE STEPHEN R H32 MIRIAM ST 221 774
985 SIMONS BRUCE & JUDY F20 CROSS ST 94 330
896 RODRIGUEZ AGUSTIN JR & G20 ROBERTA ST 817 2858
462 HERNANDEZ GILDA C G41 MIRIAM ST 321 1122
JORDAN WILLIAM A (Q) & JORDAN HAZEL V
510 RlS D1 TENTH AVE 165 577
433 GRIFFITHS AUDREY D6 TENTH AVE 205 718
1038 STUBBLEFIELD FRANKLIN E & JOY D7 TENTH AVE 208 728
841 RENIER CHARLES H & LEAH M D2 TENTH AVE 282 986
865 RIVIERA DRIVE IN Dl0 TENTH AVE 227 794
866 RIVIERA DRIVE IN D11 TENTH AVE 178 625
867 RIVIERA DRIVE IN D8 TENTH AVE 239 838
868 RIVIERA DRIVE IN D9 TENTH AVE 256 898
799 POWELL STEVEN L & LETISIA 05 TENTH AVE 129 452
197 CANOVA VICTOR H & MARIA P D4 TENTH AVE 314 1101
917 ROLDAN JORGE & WANDA MAE D3 10TH AVE 43 149
869 RIVIERA DRIVE IN D13 TENTH AVE 211 738
870 RIVIERA DRIVE IN D14 TENTH AVE 212 743
871 RIVIERA DRIVE IN D12 TENTH AVE 184 646
186 BURNETT JEAN R D21 TENTH AVE 164 573
872 RIVIER'\ DRIVE IN D22 TENTH AVE 260 91D
11 AGIN LINDA D20 TENTH AVE 283 991
207 CASO MARCOS A D19 TENTH AVE 334 1169
.'373 RIVIERA DRIVE IN D16 TENTH AVE 159 556
874 RiVIERA DRIVE IN D17 TENTH AVE 342 1198
875 RIVIERA DRIVE IN D15 TENTH AVE 254 890
784 PIERCE MARY L F21 CROSS ST 107 376
986 SIMONS BRUCE & JUDY D25 TENTH AVE 199 698
394 GARCIA CARMEN D24 TENTH AVE 270 944
876 RIVIERA DRIVE IN D23 TENTH AVE 204 715
761 PEREZ JOSE HERMINIO & JACQUELINE D18 TENTH AVE 236 827
ALFONSO CECILIA & AGUIAR ARMANDO (B/Q)
24 (RlS) G21 ROBERTA ST 311 1090
987 SIMONS BRUCE & JUDY G40 MIRIAM ST 116 406
1130 WELLS STEVEN S & DENISE M H33 MIRIAM ST 162 568
988 SIMONS BRUCE & JUDY F22 CROSS ST 315 1101
388 GAITAN FELIX A & GAITAN MARTA J & G22 ROBERTA ST 347 1213
628 MALBY CHARLES R JR & MALBY ALAN L RlS G39 MIRIAM ST 175 612
228 COLBY GLlCY H34 MIRIAM ST 177 618
493 IGLESIAS RUBEN & AURORA F23 CROSS ST 215 751
333 ELGART MATTHEW & G23 ROBERTA ST 136 477
731 NORAT RAFAEL G38 MIRIAM ST 278 973
573 LEESON DAVID & H35 MIRIAM ST 217 761
726 NATONSKI JANICE E & D27 ELEVENTH AVE 189 660
678 MIRA ARMANDO M III & L1SBEY C D28 ELEVENTH AVE 194 678
791 PITTS HERMAN ROGER & VICKY LYNNE D26 ELEVENTH AVE 206 721
1082 TRUJILLO DONALD D35 ELEVENTH AVE 315 1102
1020 STAFFORD WILLIAM E & EVA M D36 ELEVENTH AVE 525 1839
G :/Waterwaste/Stock Island/Reports/Appendices
URS Corporation
I
1036 STROBLE MARTHA B D32 ELEVENTH AVE 346 1210
580 LEONARD STEVEN P & D33 ELEVENTH AVE 459 1607
953 SEIDEL DEANNA L D31 ELEVENTH AVE 209 731
607 LOPEZ JOSE D30 ELEVENTH AVE 330 1157
180 BRUEIN NORMAN & JEANNETTE D29 ELEVENTH AVE 233 817
889 ROBERTS WILLIAM & SABRINA D37 ELEVENTH AVE 364 1273
558 KOBEZAK JAMES JR & EDNA B D34 ELEVENTH AVE 307 1076
194 CABRERA GUDELlO & BERTA D50 ELEVENTH AVE 343 1200
997 SIMS AMY D49 ELEVENTH AVE 366 1280
397 GARCIA RAY & ESTELA L D-48 11TH AVE 119 417
213 CEPERO JESUS & MARTA D47 ELEVENTH AVE 443 1549
23 ALFARO LOUIS JR & CARl DAD D46 ELEVENTH AVE 247 865
622 MACHADO MARIA E D44 ELEVENTH AVE 528 1850
407 GILLIS LILIAS M D45 ELEVENTH AVE 242 849
467 HERNANDEZ RAMON & MERCEDES D38 ELEVENTH AVE 488 1706
674 MILLER WILLIAM W & ADA C D39 ELEVENTH AVE 134 468
1149 WOODS ANITA L (Q) & VON A D43 ELEVENTH AVE 230 804
605 LOPEZ GREGORY S D42 ELEVENTH AVE 208 727
893 ROBINSON WILLIAM SANDS JR & D41 ELEVENTH AVE 300 1049
715 MURPHY JAMES T & D40 ELEVENTH AVE 286 1001
1098 VAN MATER ROBIN & VAN MATER LORI & G24 ROBERTA ST 274 957
494 IGLESIAS RUBEN & AURORA F24 CROSS ST 134 470
1111 VILLABA ROSA G37 MIRIAM ST 145 509
421 GOODMAN ALISSA TAMAR H36 MIRIAM ST 183 639
RAMIREZ ARTURO E (Q) & BASUL TO MARIA C
827 T/C G25 ROBERTA ST 185 647
495 IGLESIAS RUBEN & AURORA F25 CROSS ST 121 423
294 DEGRAVE STACEY G36 MIRIAM ST 179 627
560 KUNTZ RHONDA H37 MIRIAM ST 211 740
410 GONZALES BENEDICTA F26 CROSS ST 166 582
364 FINDLAY GARY E H38 MIRIAM ST 184 645
762 PEREZ MARIA A & PEREZ OMAR & G26 ROBERTA ST 319 1118
759 PEREZ ARMANDA & GRAZ DANIEL T/C (B/Q) G35 MIRIAM ST 635 2223
471 HERNANDEZ ROGELlO E11 ELEVENTH AVE 132 462
932 RYAN MICHAEL J E10 ELEVENTH AVE 463 1622
464 HERNANDEZ JESUS & MARTHA E11 ELEVENTH AVE 355 1243
115 BLANCO JULIO & LUCIA E11 ELEVENTH AVE 426 1491
854 RIVERA SEFERINO JR & MARIA E8 ELEVENTH AVE 147 513
208 CASTILLO MICHAEL CHRISTOPHER (Q) E5 ELEVENTH AVE 146 511
945 SAWYER ANTHONY G & MYRNA E E6 ELEVENTH AVE 214 748
5 ADAMS WARREN JR & EVANGELINE E2 ELEVENTH AVE 333 1164
1131 WELTERS RALPH & FRANKERLlNE L E3 ELEVENTH AVE 211 739
153 BRAMBLE DONALD E & AMANDA H E25 ELEVENTH AVE 274 958
38 ARENCIBIA FRANCISCO & MERCEDES E24 ELEVENTH AVE 459 1607
296 DELGADO EDUARDO III E22 ELEVENTH AVE 324 1133
890 ROBERTSON DOLORES L E23 ELEVENTH AVE 248 867
721 MYERS SEAN F (SERVICE) E21 ELEVENTH AVE 127 444
968 SIMMONS BERNARD & ETHEL E13 ELEVENTH AVE 373 1305
13 AGULAR FELIX & NAOMI E14 ELEVENTH AVE 329 1152
523 KERNS ROLLIN F & LEONA C E12 ELEVENTH AVE 633 2215
1097 VALLE LUISA E9 ELEVENTH AVE 145 508
753 PARRA DANIEL & DARCIE A E5 ELEVENTH AVE 379 1325
574 LEGGETT FRANK R & LEGGETT JOAN (B/Q) E20 ELEVENTH AVE 183 642
832 REAM KATHLEEN E19 ELEVENTH AVE 181 635
1137 WILLIAMS DAVID F & LOUANNA R & E18 ELEVENTH AVE 337 1178
G :/Waterwaste/Stock Island/Reports/Appendices
URS Corporation
1026 STEHL Y ALMA MILAGRO E17 ELEVENTH AVE 388 1359
166 BRINGLE GREGORY J & E16 ELEVENTH AVE 222 778
1073 THRESS DALE B & MARJORY A E15 ELEVENTH AVE 145 508
210 CASTRO NOEMI UE F27 CROSS ST 201 703
898 RODRIGUEZ ALICIA G27 ROBERTA ST 128 446
59 BALL FRED G H39 MIRIAM ST 162 568
1106 VELOSO MIMI E G34 MIRIAM ST 145 509
268 COUGHLIN CALVIN H40 MIRIAM ST 162 568
969 SIMMONS BRUCE & JUDY F28 CROSS ST 271 949
750 PADRON MIRTHA F G28 ROBERTA ST 217 760 .
671 MILAM ILUMINADA B G33 MIRIAM ST 78 273
411 GONZALES HORTENSE AGUIAR E35 TWELFTH AVE 397 1388
129 BOUCHARD ANNA BOVI & E 3612TH AVE 186 649
430 GREENE JIMMY L SR & JUDITH A E32 TWELFTH AVE 242 847
463 HERNANDEZ JESUS E33 TWELFTH AVE 447 1564
1029 STILLSON MARY E 31E TWELFTH AVE 189 662
334 ESTAVEZ ORLANDO P & PATRICIA M E30 TWELFTH AVE 275 964
1116 WALLACE CHARLES R JR E26 TWELFTH AVE 696 2436
734 O'FARRILL PEDRO S & NERCIDA (B/Q) & E38 TWELFTH AVE 265 928
1039 STUBBLEFIELD FRANKLIN E & JOY L E39 TWELFTH AVE 222 775
598 LOPEZ CALVIN A & DONNA L E37 TWELFTH AVE 176 617
928 RUSSELL EDWARD G & E24 TWELFTH AVE 128 449
1090 TYNES PAULETTE D (Q) & E29 TWELFTH AVE 164 574
27 ALLEN JULIA MATHIS & ALLEN TYNUA D E28 TWELFTH AVE 419 1465
826 RAHMING LEANDER JR & ANGELA E27 TWELFTH AVE 203 710
584 LEWIS DARYL E SR & PEARLINE R E42 TWELFTH AVE 298 1041
892 ROBINSON WILLIAM SANDS JR E43 TWELFTH AVE 359 1256
894 ROBINSON WILLIAM SANDS JR & E41 TWELFTH AVE 346 1210
609 LOPEZ ORIOL & MIRTA E40 TWELFTH AVE 213 744
1105 VELOSO DOMINGO J TRUSTEE E49 TWELFTH AVE 289 1011
1110 VICTORIA MARCIANA LAQUINDANUM E50 TWELFTH AVE 310 1084
737 OLDHAM REJANE E46 TWELFTH AVE 213 746
391 GALVAN JORGE E & RAQUEL E47 TWELFTH AVE 413 1447
704 MORALES FRANCISCO & MIRTA E45 TWELFTH AVE 119 415
608 LOPEZ NORMA F E44 TWELFTH AVE 121 424
413 GONZALEZ GERTRUDIS E48 TWELFTH AVE 434 1519
151 BOZO ARNALDO A F29 CROSS ST 368 1287
269 COUGHLIN CALVIN G29 ROBERTA ST 386 1352
1101 VEGA DANIEL EDUARDO & G32 MIRIAM ST 145 509
270 COUGHLIN MARY K UE H41 MIRIAM ST 606 2122
989 SIMONS BRUCE & JUDY F30 CROSS ST 125 436
1140 WILLIAMS GEORGE A G-30 ROBERTA ST 384 1343
1085 TRYON WILLIAM PAUL & KELLY G31 MIRIAM ST 145 509
618 LYNN SHIRLEY ANN TRUSTEE H42 MIRIAM ST 110 384
877 RIVIERA DRIVE IN H43 MIRIAM ST 162 568
HERNANDEZ JORGE & HERNANDEZ RA YSI
465 T/C A13 TWELFTH AVE 693 2427
1151 WORKMAN MARY ALICE A14 TWELFTH AVE 202 708
798 POWELL LETISIA A8 TWELFTH AVE 455 1592
625 MACIAS RIGOBERTO & BELKIS A9 TWELFTH AVE 231 808
65 BARISH JULIUS F A7 TWELFTH AVE 273 956
214 CHAPIN MARJORIE T A3 TWELFTH AVE 185 647
589 L1N ADELAIDE H A5 TWELFTH AVE 167 584
563 LADD LUCILLE A1 & A2 TWELFTH AVE 223 782
175 BROWN EARLE W A22 TWELFTH AVE 185 647
G :/Waterwaste/Stock Island/Reports/Appendices
URS Corporation
HERNANDEZ ROGELlO
PEREZ GARMAS MIRIAM
BLANCO ARCADIO & L1BRADA (B/Q) &
111 BLANCO JUAN SR A18 TWELFTH AVE 320 1119
996 SIMPSON MARGARET RUTH A 16 TWELFTH AVE 252 883
273 COWLES SHAWN M A15 12TH AVE 469 1641
673 MILLER GAIL ANN TRUSTEE A12 TWELFTH AVE 100 351
184 BUNTROCK RICHARD L A1l TWELFTH AVE 77 269
918 ROMO BRYAN J & ANGELA S (B/Q) A10 TWELFTH AVE 311 1087
272 COWLES CHRIS & MELODY 0 0
98 BERNSTEIN MIRIAM A29 TWELFTH AVE 0 0
4 ADAMS RONALD A & A28 TWELFTH AVE 276 967
344 FAVIER ELLIOTT A A25 TWELFTH AVE 284 994
345 FAVIER ELLIOTT A A26 TWELFTH AVE 206 719
606 LOPEZ JORGE A24 TWELFTH AVE 506 1771
802 PRAG GLENN A A21 TWELFTH AVE 705 2467
HERBST JEFFREY ALLEN & JILL K WOLFE
461 (H/W) A20 TWELFTH AVE 232 813
130 BOUCHARD THOMAS ANTHONY (Q) & A19 TWELFTH AVE 333 1167
99 BERNSTEIN MIRIAM A31 TWELFTH AVE 0 0
100 BERNSTEIN MIRIAM A30 TWELFTH AVE 0 0
408 GLADDING PETER K & MARY K A27 TWELFTH AVE 184 645
935 SAFE HARBOR MARINE 21710 75985
342 FAUST RONALD H & JOANN V 1STAVE&3RDST 138 482
G :/Waterwaste/Stock Island/Reports/Appendices
URS Corporation
Stock \s\and
Sewer Eva\uation
.
Key Map
Stock Island Study Area
o
Map Legend
US 1
* Properties Under Evaluation Undeveloped Parcels with No Flow Value
. Parcels with Average Flow >= 1,000 GPO . Key West Resort Utility
10 P , .
Flow aree S WIth Average Flow < 1 ,000 GPO
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Version: ArcGIS 8.3
File Name:
H:\projects\ 12004423 _ Stocklsland\
Applications\mxd\
Current_EDU_av9_Fi9_1.mxd
By: URS GIS Department
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150 300
I Feet
Date: July 2004
1 inch = 300 feet
,"i~N "lIT Iflllll J 0111
III
Average Flow Map for the Future Condition
Appendix G
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David Burgstiner
URS Corporation
7650 West Courtney
Campbell Causeway
Waterford Plaza Suite 700
Tampa, F133607-1462
(813) 286-1711
THE WORLD LEADER IN
VACUUM SEWER TECHNOLOGY
CORPORATE OFFICE
AIRVAC, INC.
4217 N. Old U.s. 31, P.O. Box 528
Rochester, IN 46975 U.S.A.
Phone: (574) 223-3980
Fax: (574) 223-5566
Web: www.airvac.com .
3 September 2004
Subject: Stock Island
Gentlemen:
We apologize for the delay in sending our analysis of the expandability of the Stock "
Island vacuum system. We had difficulties in locating proposed property additions for 2
basic reasons:
1. The properties on your drawings were located by street address while the
original system design was based on business name or type of property.
2. The property lines shown on the provided documents did not in some cases
match the original system plan drawings.
This made it difficult to sort out which property was currently served or is to be served
vers~s proposed additions.
It would appear that some of the provided flows replace original data, others add to
originals and others are completely new. For this reason, the enclosed documents are
a blend of original and new flows. For properties to be added to the system, we
attempted to locate properties within the original service area or close enough for
minimal line extension. Many of the new properties lie well beyond the original service
area so we note them as "not on vacuum sewers" for the time being.
There are simply too many facts not presently known to us to provide the type of
recommendations you seek at this time. What we do know is the expandability of the
vacuum lines and the collection station itself. Based on the "blend" of flows between
original and proposed system at ultimate build-out, here is what it looks like to us: /
Vacuum Mains (friction should be less than 5 feet, static less than 13 feet).
Mains A & B: Friction = 4.72 ft, static= 9.86 ft so very little flow can be added.
Mains C &D: Friction = 1.61 ft, static = 2.62 ft so expansion is possible.
Main E: Friction = 2.28 ft, static = 5.73 ft so expansion is possible.
Main F: Friction = 3.62 ft, static = 2.22 ft so expansion is possible.
Vacuum Station Components:
Sewage pumps currently rated for 825 GPM. If we have ultimate flow right, slight
upgrade would be necessary.
Collection Tank (5000 gallon) currently sized to match 825 GPM peak flow so not
much flow can be added without significant upgrade.
Vacuum pumps: There are currently (4) pumps each rated for 455 cfm (3
running plus a spare). Based on current vacuum system piping, up to 33% of
vacuum piping could be added without overloading these pumps.
Our main concern for this system is and always has been the amount of flows
introduced by butter tanks. As you know, our target is no more than 25% of system flow
may be introduced from this source due to the possibility of huge amounts of inflow
overwhelming the sewers and reducing available vacuum to neighboring vacuum
valves.
The documents enclosed include:
(2) Vacuum system line schematics, one is Initial Conditions, the other is Ultimate
. . Conditions. Both have the "blended flows" mentioned earlier.
There is a spreadsheet organized by vacuum main and valve pit number (these
numbers came from original system). This same spreadsheet contains an analysis of
original system and proposed system with an overall analysis comparing the two.
There is a separate spreadsheet identifying all properties included in your documents.
On this spreadsheet, we indicate which map number is included in our vacuum system
analysis and which were not.
There are several spreadsheets, which compile hydraulic losses by vacuum main; both
initial and ultimate.
Admittedly, this is a lot of data to swallow but we wanted to be as thorough as possible.
Hope you can find your way through these okay.
As we discussed, it might we wise to meet and discuss variances between your concept
and what we think is feasible to add or modify before this goes much farther. We will try
our best to be available when that time comes so please give us plenty of notice so
work loads can be adjusted.
Meanwhile, if you have questions or need clarification, please let us know.
Sincerely,
~9';L
Mike Taylor
Project Engineering Manager
CC: Rich Naret, Mike Osterman, Stock Island File
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fV\ VALVE PITS FOR VACUUM SYSTEM
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DATE: 07/14/04
JOB NO.
12004423
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Xrefs: DESIGN PIPING INFRASTRUCTURE-AL T 1 VALVEPIT ONSITE [G: \WA TERWASTE\12004423 Stock Island Phase 2\CADD\DESIGN PIPING INFRASTRUCTURE -AL T 1 VAL VEPIT ONSITE.dwg]
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Lost Modified: No. ,7, 2004 - 2: 10pm by tpajrs
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LEGEND
_ . LIFT STATIONS FOR FORCE MAIN
_ (EXISTING. PROPOSED & FUTURE)
EE BUFFER TANKS FOR VACUUM SYSTEM
(EXISTING. PROPOSED & FUTURE)
to\ VALVE PITS FOR VACUUM'SYSTEM
'61 (EXISTING. PROPOSED & FUTURE)
PROPOSED MANHOLES
PROPOSED CLEANOUTS
EXISTING PROPERTY LINES
EXISTING VACUUM SYSTEM
EXISTING GRAVITY SEWER MAIN
EXISTING FORCE MAIN
____________ PROPOSED VACUUM SYSTEMS
_______n___ PROPOSED GRAVITY SEWER
____n__n__ PROPOSED FORCE MAIN
DIRECTION OF FLOW
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12004423
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Xrefs: XREF BASEMAP [G: \WATERWASTE\12004423 Stack Island Phase 2\CADD\XREF BASEMAP.dwg]
N ~ ~ i ~ I STOCK ISLAND SEWER SYSTEM EVALUATION
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Drawing Name: ~ TERWASTE\12004423 Stack Island Phase 2\CADD\MALONEY LOT 3 - 4 VACUUMPIT Ig
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Xrefs: DESIGN PIPING INFRASTRUCTURE-AL T 1 VALVEPIT RW [DESIGN PIPING INFRASTRUCTURE-AL T 1 VALVEPIT RW.dwg]
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Xrefs: DESIGN PIPING INFRASTRUCTURE-ALT 1 VALVEPIT ONSITE [G: \WATERWASTE\12004423 Stock Island Phase 2\CADD\DESIGN PIPING INFRASTRUCTURE-ALT 1 VALVEPIT ONSITE.dwg]
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Xrefs: DESIGN PIPING INFRASTRUCTURE-ALT 1 VALVEPIT RW [G; \WATERWASTE\12004423 Stack Island Phase 2\CADD\DESIGN PIPING INFRASTRUCTURE-ALT 1
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Drawing Nome: A TERWASTE\12004423 Stock Island Phose 2\CADD\GOMEZ TRAILER PARK VACUUMPIl ..g
Lost Modified: k 17, 2004 - 2: 03pm by tpajrs
Xrefs: DESIGN PIPING INFRASTRUCTURE-ALT 1 VALVEPIT RW [G: \WATERWASTE\12004423 Stock Island Phose 2\CADD\DESIGN PIPING INFRASTRUCTURE-ALT 1 VALVEPIT RW.dwg]
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URS
Drawing Name: ,TERWASTE\12004423 Stack Island Phase 2\CADD\HARBOR SHORES VACUUMPIT ONSI,
Last Modified: Nt... ,7, 2004 - 2: 02pm by tpajrs
Xrefs: DESIGN PIPING INFRASTRUCTURE-ALT 1 VALVEPIT ONSITE [G:\WATERWASTE\12004423 Stock Island Phase 2\CADD\DESIGN PIPING INFRASTRUCTURE-ALT 1 VALVEPIT ONSITE.dwg]
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Drawing Name: ,TERWASTE\12004423 Stack Island Phase 2\CADD\HIDEAWAY TRAILER PARK VACUUM, tI.dwg
Last Modified: Nt.., ,7, 2004 - 2:00pm by tpajrs
Xrefs: DESIGN PIPING INFRASTRUCTURE-ALT 1 VALVEPIT RW [G: \WATERWASTE\12004423 Stack Island Phase 2\CADD\DESIGN PIPING INFRASTRUCTURE-ALT 1 VALVEPIT RW.dwg]
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-
Drawing Name: ,TERWASTE\12004423 Stack Island Phase 2\CADD\LEOS CAMPGROUND FOCEMAIN.dwg
Last Modified: No. ,1, 2004 - 2: OOpm by tpajrs
Xrefs: DESIGN PIPING INFRASTRUCTURE-AL T 2 FORCEMAIN RW [G: \WA TERWASTE\12004423 Stock Island Phase 2\CADD\DESIGN PIPING INFRASTRUCTURE-AL T 2 FORCEMAIN RW.dwg]
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ON-SITE GRAVI1Y TO R.O.W.
URS
Drawing Name: \ TERWASTE\12004423 Stock Island Phase 2\CADD\L1Z TRAILER PARK FORCEMAIN.dwg
Last Modified: N.... ,7, 2004 - 2: 47pm by tpajrs
Xrefs: DESIGN PIPING INFRASTRUCTURE-ALT 2 FORCEMAIN RW [G: \WATERWASTE\12004423 Stock Island Phase 2\CADD\DESIGN PIPING INFRASTRUCTURE-ALT 2 FORCEMAIN RW.dwg]
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Drawing Name: ,ATERWASTE\12004423 Stack Island Phase 2\CADD\OCEANSIDE MARINA PUMPSTATION. ,jITE.dwg
Last Modified: /10.... 18, 2004 - 1: 25pm by tpajrs
Xrefs: DESIGN PIPING INFRASTRUCTURE-ALT 1 VALVEPIT ONSITE [G:\WATERWASTE\12004423 Stock Island Phase 2\CADD\DESIGN PIPING INFRASTRUCTURE-ALT 2 FORCEMAIN RW.dwg]
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Drawing Name: HERWASTE\12004423 Stock Island Phase 2\CADD\OCEAN SPRAY TRAILER PARK VAG ,T RW.dwg
Last Modified: N.... ,8, 2004 - 2: OOpm by tpajrs
Xrefs: DESIGN PIPING INFRASTRUCTURE-AL T 1 VALVEPIT RW [DESIGN PIPING INFRASTRUCTURE-ALT 1 VALVEPIT RW.dwg]
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URS
Drawing Name: A TERWASTE\12004423 Stock Island Phase 2\CADD\OVERSEAS TRAIL FORCEMAIN.dwg
Last Modified: Nov 17, 2004 - 2: 14pm by tpajrs
Xrefs: DESIGN PIPING INFRASTRUCTURE-ALT 2 FORCEMAIN RW [G:\WATERWASTE\12004423 Stock Island Phase 2\CADD\DESIGN PIPING INFRASTRUCTURE-ALT 2 FORCEMAIN RW.dwg]
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Drawing Name: A TERWASTE\12004423 Stock Island Phase 2\CADD\POZZIS VACUUMPITS RW.dwg
Last Modified: Nov 17, 2004 - 2: l1pm by tpajrs
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OFF-SITE VACUUM SYSTEM ARRANGEMENT
URS
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Drawing Name: ATERWASTE\12004423 Stock Island Phase 2\CADD\ROYS TRAILER PARK FORCEMAIN.d,,_
Last Modified: Nov 18, 2004 - 1: 20pm by tpajrs
Xrefs: DESIGN PIPING INFRASTRUCTURE-ALT 2 FORCEMAIN RW [G:\WATERWASTE\12004423 Stock Island Phase 2\CADD\DESIGN PIPING INFRASTRUCTURE-ALT 2 FORCEMAIN RW.dwg]
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Drawing Name: TERWASTE\12004423 Stock Island Phase 2\CADD\STOCK ISLAND TRAILER PARK VAC rs RW.dwg
Last Modified: N. ,2004 - 2: 10pm by tpajrs
Xrefs: DESIGN PIPING INFRASTRUCTURE-ALT 1 VALVEPIT RW [DESIGN PIPING INFRASTRUCTURE-ALT 1 VALVEPIT RW.dwg]
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URS
Drawing Name: ,TERWASTE\12004423 Stock Island Phase 2\CADD\STYRONS TRAILER PARK VACUUMF I.dwg
Last Modified: /10 ,,2004 - 2: 10pm by tpajrs
Xrefs: DESIGN PIPING INFRASTRUCTURE-ALT 1 VALVEPIT RW [DESIGN PIPING INFRASTRUCTURE-ALT 1 VALVEPIT RW.dwg]
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URS
Drawing Name: HERWASTE\12004423 Stack Island Phase 2\CADD\SUNHAVEN TRAILER PARK FORCE~ '9
Last Modified: I, ,8, 2004 - 12: 42pm by tpajrs
Xrefs: DESIGN PIPING INFRASTRUCTURE-ALT 2 FORCEMAIN RW [G:\WATERWASTE\12004423 Stock Island Phase 2\CADD\DESIGN PIPING INFRASTRUCTURE-ALT 2 FORCEMAIN RW.dwg]
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URS
Drawing Name:. HERWASTE\12004423 Stock Island Phase 2\CADD\TROPIC PALMS TRAILER PARK FOf N.dwg
Last Modified: /10, ,8, 2004 - 12: 41pm by tpajrs
Xrefs: DESIGN PIPING INFRASTRUCTURE-ALT 2 FORCEMAIN RW [G:\WATERWASTE\12004423 Stock Island Phase 2\CADD\DESIGN PIPING INFRASTRUCTURE-ALT 2 FORCEMAIN RW.dwg]
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URS
-
Drawing Name: ~TERWASTE\12004423 Stock Island Phase 2\CADD\WATER EDGE COLONY FORCEMAIN.
Lost Modified:" ,7, 2004 - 2: 08pm by tpajrs
Xrefs: DESIGN PIPING INFRASTRUCTURE-ALT 2 FORCEMAIN RW [G:\WATERWASTE\12004423 Stock Island Phose 2\CADD\DESIGN PIPING INFRASTRUCTURE-ALT 2 FORCEMAIN RW.dwg]
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STRATEGY #2
ON-SITE GRAVI1Y TO R.O.W.
URS
Drawing Name: ,TERWASTE\12004423 Stock Island Phase 2\CADD\WOODSON 1-2 TRAILER PARK VAC rs RW.dwg
Last Modified: Nt... i, 2004 - 2: 17pm by tpajrs
Xrefs: DESIGN PIPING INFRASTRUCTURE-ALT 1 VALVEPIT RW [DESIGN PIPING INFRASTRUCTURE-ALT 1 VALVEPIT RW.dwg]
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URS
Appendix - 0
Capital Cost Estimates for StrateQV #1 A Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
lu ROW ITEMS ~IT E~ll1Nll' PRlCt PRICE
. . QIiJ."NIJ.~
Ftt)WCQmp~J'lfgnl~ /. to~ygpgrt.R~ml,ging/i-\~~13
1 10" PVC SDR 21 Vacuum Sewer LF $68 $C
2 8" PVC SDR 21 Vacuum Sewer LF $64 $C
3 6" PVC SDR 21 Vacuum Sewer LF $61 $C
4 4" PVC SDR 21 Vacuum Sewer LF 380 $60 $22,80C
5 10" Division Valves EA $2,296 $C
6 8" Division Valves EA $1,862 $C
7 6" Division Valves EA $1,726 $C
8 4" Division Valves EA $1 ,441 $C
9 Valve Pit EA 4 $5,500 $22,00C
10 Buffer Tank EA $15,000 $(
11 Dual Buffer Tank EA $20,000 $(
12 Manhole EA $4,000 $(
13 Cleanout EA $250 $(
14 8" PVC Force Main LF $48 $(
15 6" PVC Force Main LF $38 $(
16 4" PVC Force Main LF $30 $(
17 2" PVC Force Main LF $28 $(
18 8" PVC SDR21 Gravity Sewer Pipe LF $75 $(
19 6" PVC SDR21 Gravity Sewer Pipe LF $70 $0
20 4" PVC SDR21 Gravity Sewer Pipe LF 100 $50 $5,00(
21 Sodding SY $1.25 $(
22 Asphalt Restoration SY $28 $(
23 Concrete Sidewalk Replacement SY $41 $0
24 Lift Station EA $40,000 $(
25 Subtotal $49,80C
26 31% contingency $15,43E
27 Total ROW Costs EA $40,000 $65,238
ROW Components Required to Support the 20Larg~Properties
28 Boyd's Campground $163,25C
29 Coconut Grove Trailer Park $947
30 EI Mar RV Park $9,15E
31 Gomez Trailer Park $1,29:
32 Harbor Shores $29,76C
33 Hideaway Trailer Park $12,70C
34 Leo's Campground $78E
35 Liz Trailer Park $1,82E
36 Maloney Avenue) $78E
37 Oceanside Marina $1,572
38 Ocean Spray Trailer Park $78E
39 Overseas Trailer Park $1,572
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xlsURS Corporation
# ROW ITEMS UNIT ESTIMATED lJNITPRICE PRICE
QUAN1J7ITY
40 Pozzi's Trailer Park $78E
41 Roy's Trailer Park $1,82E
42 Stock Island Trailer Park $78E
43 Stvrons Trailer Park $1,311
44 Sunhaven Trailer Park $78E
45 Tropic Palms Trailer Park $1 ,OO~
46 Water's Edoe Colony Trailer Park $3,50E
47 Woodsons #1 and #2 Trailer Park $1,57:i
48 Subtotal $236,016
49 Total ROW Costs $301,254
# ONSITE ITEMS UNIT ESTIMATED I.fjNITPRICE PRICE
QUAN1J7ITY
SummarY of()n-sit~ Cos1sPerP"'Q(j~
1 Area East of Styrons $28,55E
2 Boyd's Campa round $153,75C
3 Coconut Grove Trailer Park $151,371
4 EI Mar RV Park $74,01E
5 Gomez Trailer Park $43,29E
6 Harbor Shores $60,588
7 Hideaway Trailer Park $62,35E
8 Leo's Camporound $137,61E
9 Liz Trailer Park $75,65~
10 Oceanside Marina $89,08C
11 Ocean Spray Trailer Park $54,693
12 Overseas Trailer Park $326,97E
13 Pozzi's Trailer Park $41,13~
14 Roy's Trailer Park $53,97:i
15 Stock Island Trailer Park $35,43E
16 Styrons Trailer Park $48,143
17 Sunhaven Trailer Park $104,997
18 Tropic Palms Trailer Park $101,78/
19 Water's Edae Colony Trailer Park $379,24E
20 Wood sons #1 and #2 Trailer Park $111,87~
21 Subtotal $2,105,978
22 GRAND TOTAL $2,407,232
(1) Estimation for 20 properties see separate sheet
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls URS Corporation
Appendix - 0
Capital Cost Estimates for StrateQV #1 A Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Boyd's Campground
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF $60 $(
5 10" Division Valves EA $2,296 .. $(
6 8" Division Valves EA $1,862 $(
7 6" Division Valves EA $1 ,726 $(
8 Pipe Bursting EA 1 $150,000 $150,00(
9 Valve Pit EA $5,500 $(
10 Buffer Tank EA $15,000 $0
11 Manhole EA $4,000 $(
12 Cleanout EA $250 $(
13 4" PVC Force Main LF $30 . $(
14 2" PVC Force Main LF $28 _ $C
15 8" PVC SDR21 Gravity Sewer Pipe LF 50 $75 $3,750
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $C
17 4" PVC SDR21 Gravity Sewer Pipe LF $50 $CI
18 PVC SDR21 Laterals (See Note 1) LF $30 $C
-
19 SoddinQ SY $1.25 $C
20 Asphalt Restoration (3' Wide Trench) SY $28 $C
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
22 Pump Station EA $40,000 $C
23 Subtotal $153,750
24 0% contingency (Work completed) $C
25 Total $153,750
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF $60 $C
2 Valve Pit EA $5,500 $C
3 Buffer Tank EA $15,000 $C
4 2" PVC Force Main LF 1 $50,000 $50,000
5 Asphalt Restoration (3' Wide Trench) SY $28 $C
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $0
7 Pump Station, 8" PVC Gravity Sewer & Manhole EA 1 $113,250 $113,250
8 Subtotal $163,25C
9 0% contingency (Work completed) $(
10 Total $163,25C
G:\WATERWASTE\12004423 Stock Island Phase 2\Report\Appendices\App a.xls
URS
Appendix - 0
Capital Cost Estimates for StrateQV #1 A Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Coconut Grove Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ON SITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF 600 $60 $36,00(
5 10" Division Valves EA $2,296 $(
6 8" Division Valves EA. $1,862 $0
7 6" Division Valves EA $1,726 $(
8 4" Division Valves EA $1,441 $(
9 Valve Pit EA 6 $5,500 $33,00(
10 Buffer Tank EA $15,000 $(
11 Manhole EA $4,000 $(
12 Cleanout EA 9 $250 $2,25(
13 4" PVC Force Main LF $30 $(
14 2" PVC Force Main LF $28 $(
15 8" PVC SDR21 Gravity Sewer Pipe LF $75 $0
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $(
17 4" PVC SDR21 Gravity Sewer Pipe LF 250 $50 $12,50(
18 PVC SDR21 Laterals (See Note 1) LF 1060 $30 $31,80(
19 Soddin!;t SY $1.25 $0
20 Asphalt Restoration (3' Wide Trench) SY $28 $(
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
22 Pump Station EA $40,000 $(
23 Subtotal $115,55C
24 31 % contingency $35,821
25 Total $151,371
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backf/ow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 10 $60 $60(
2 Valve Pit EA $5,500 $(
3 Buffer Tank EA $15,000 $(
4 Soddinq SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY $28 $(
6 Concrete Sidewalk Replacement (5' Wide) SY 3 $41 $12~
7 Pump Station EA $40,000 $(
8 Subtotal $72:l
9 31% contingency $224
10 Total $947
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xlsURS Corporation
Appendix - 0
Capital Cost Estimates for StrateQV #1 A Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: EI Mar Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 '4" PVC SDR 21 Vacuum Sewer LF $60 $(
5 10" Division Valves EA $2,296 $(
6 8" Division Valves EA $1,862 $(
7 6" Division Valves EA $1 ,726 $(
8 4" Division Valves EA $1,441 $0
9 Valve Pit EA 1 $5,500 $5,50(
10 Buffer Tank EA $15,000 $(
11 Manhole EA 1 $4,000 $4,00(
12 Cleanout EA 6 $250 $1,500
13 4" PVC Force Main LF $30 $(
14 2" PVC Force Main LF $28 $(
15 8" PVC SDR21 Gravity Sewer Pipe LF 320 $75 $24,00(
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $C
17 4" PVC SDR21 Gravity Sewer Pipe LF 250 $50 $12,50C
18 PVC SDR21 Laterals (See Note 1) LF 300 $30 $9,00C
i $C
19 Sodding SY $1,25
20 Asphalt Restoration (3' Wide Trench) SY $28 $C
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
22 Pump Station EA $40,000 $C
23 Subtotal $56,500
24 31% contingency $17,51 E
25 Total $74,015
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 20 $60 $1,20C
2 Valve Pit EA 1 $5,500 $5,50C
3 Buffer Tank EA $15,000 $C
4 Sodding SY $1.25 $C
5 Asphalt Restoration (3' Wide Trench) SY 6 $28 $167
6 Concrete Sidewalk Replacement (5' Wide) SY 3 $41 $123
7 Pump Station EA $40,000 $C
8 Subtotal $6,990
9 31 % contingency $2,167
10 Total $9,156
G:\W A TERW ASTE\ 12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls URS Corporation
Appendix - 0
Capital Cost Estimates for StrateQV #1 A Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Gomez Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF 95 $60 $5,700
- $0
5 10" Division Valves EA $2,296
6 8" Division Valves EA $1,862 $0
7 6" Division Valves EA $1 ,726 $0
-
8 4" Division Valves EA $1 ,441 $0
9 Valve Pit EA 2 $5,500 $11,00(
10 Buffer Tank EA $15,000 $(
11 Manhole EA $4,000 $(
12 Cleanout EA 5 $250 $1,250
13 4" PVC Force Main LF $30 $C
14 2" PVC Force Main LF $28 $C
15 8" PVC SDR21 Gravity Sewer Pipe LF $75 $C
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $C
17 4" PVC SDR21 Gravity Sewer Pipe LF 110 $50 $5,50C
-
18 PVC SDR21 Laterals (See Note 1) LF 320 $30 $9,60C
~
19 Sodding SY $1.25 $C
20 Asphalt Restoration (3' Wide Trench) SY $28 $C
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
22 Pump Station EA $40,000 $C
23 Subtotal $33,050
24 31 % continQency $10,246
25 Total $43,296
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 10 $60 $60C
2 Valve Pit EA $5,500 $C
3 Buffer Tank EA $15,000 $C
4 Soddinq SY $1.25 $C
5 Asphalt Restoration (3' Wide Trench) SY 14 $28 $38S
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $0
7 Pump Station EA $40,000 $0
8 Subtotal $989
9 31 % continqency $306
10 Total $1,295
G:\W A TERWASTE\ 12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls URS Corporation
Appendix - 0
Capital Cost Estimates for StrateQV #1 A Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Harbor Shores
Prepared by: Jim Scheuerman
Reviewed by: Francisco BOhorquez
Approved by: David Burgstiner
# ONsltts'lrneMS UNIT UNITP~feE PRieS
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF $60 $(
5 10" Division Valves EA $2,296 $(
6 8" Division Valves EA $1,862 $(
7 6" Division Valves EA $1 ,726 $(
8 4" Division Valves EA $1 ,441 $(
9 Valve Pit EA $5,500 $(
10 Manhole EA 1 $4,000 $4,00(
11 Conflict Manhole EA 2 $8,000 $16,00(
12 Cleanout EA $250 $(
13 4" PVC Force Main LF $30 $(
14 2" PVC Force Main LF $28 $0
15 8" PVC SDR21 Gravity Sewer Pipe LF 350 $75 $26,25C
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $C
17 4" PVC SDR21 Gravity Sewer Pipe LF $50 $C
18 PVC SDR21 Laterals (See Note 1) LF $30 $(
19 Sodding SY $1.25 $(
20 Asphalt Restoration (3' Wide Trench) SY $28 $(
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
22 Pump Station EA $40,000 $(
23 Subtotal $46,25C
24 31 % contingency $14,338
25 Total $60,588
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITEITEMS UNIT ESttlMAttEO UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 40 $60 $2,40(
2 Valve Pit EA $5,500 $(
3 Dual Valve Butter Tank (BOCC Assigned) EA 1 $20,000 $20,00(
4 Sodding SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY 7 $28 $19~
6 Concrete Sidewalk Replacement (5' Wide) SY 3 $41 $12:-
7 Pump Station EA $40,000 $(
8 Subtotal $22,71i
9 31 % contingency $7,04:::
10 Total $29,76C
G:\W A TERW ASTE\ 12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls URS Corporation
Appendix - 0
Capital Cost Estimates for Strateav #1 A Sewer Confiauration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Hideway Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ON SITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF 150 $60 $9,00(
5 10" Division Valves EA $2,296 $(
6 8" Division Valves EA $1,862 $(
7 6" Division Valves EA $1 ,726 $(
8 4" Division Valves EA $1 ,441 $(
9 Valve Pit EA 2 $5,500 $11,00(
10 Buffer Tank EA $15,000 $(
11 Manhole EA $4,000 $(
12 Cleanout EA 6 $250 $1,50(
13 4" PVC Force Main LF $30 $0
14 2" PVC Force Main LF $28 $(
15 8" PVC SDR21 Gravity Sewer Pipe LF $75 $(
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $(
17 4" PVC SDR21 Gravity Sewer Pipe LF 300 $50 $15,000
18 PVC SDR21 Laterals (See Note 1) LF 370 $30 $11,100
19 SoddinQ SY $1.25 $C
20 Asphalt Restoration (3' Wide Trench) SY $28 $C
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
22 Pump Station EA $40,000 $(
23 Subtotal $47,60C
24 31 % continqency $14,756
25 Total $62,356
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 110 $60 $6,60(
2 Valve Pit EA $5,500 $(
3 Buffer Tank EA $15,000 $(
4 SOddinq SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY 8 $28 $22~
6 Concrete Sidewalk Replacement (5' Wide) SY 70 $41 $2,87~
7 Pump Station EA $40,000 $(
8 Subtotal $9,695
9 31 % continqency $3,00E
10 Total $12,700
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls URS Corporation
Appendix - 0
Capital Cost Estimates for Strate~1V #1 A Sewer Confiauration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Leo's Campground
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVCSDR 21 Vacuum Sewer LF 440 $60 $26,40(
5 10" Division Valves EA $2,296 $(
6 8" Division Valves EA $1,862 $(
7 6" Division Valves EA $1 ,726 $(
8 4" Division Valves EA $1,441 $(
9 Valve Pit EA 4 $5,500 $22,00(
10 Buffer Tank EA $15,000 $(
11 Manhole EA 1 $4,000 $4,00(
12 Cleanout EA 8 $250 $2,00(
13 4" PVC Force Main LF $30 $(
14 2" PVC Force Main LF $28 $(
15 8" PVC SDR21 Gravity Sewer Pipe LF 170 $75 $12,750
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $(
17 4" PVC SDR21 Gravity Sewer Pipe LF 260 $50 $13,00(
18 PVC SDR21 Laterals (See Note 1) LF 830 $30 $24,90(
19 Sodding SY $1.25 $0
20 Asphalt Restoration (3' Wide Trench) SY $28 $(
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
22 Pump Station EA $40,000 $(
23 Subtotal $105,05(
24 31% contingency $32,566
25 Total $137,616
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 10 $60 $60(
2 Valve Pit EA $5,500 $(
3 Buffer Tank EA $15,000 $(
4 Sodding SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY $28 $(
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
7 Pump Station EA $40,000 $(
8 Subtotal $60C
9 31% continQency $18E
10 Total $78€
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xlsURS Corporation
Appendix - 0
Capital Cost Estimates for StrateQV #1 A Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Liz Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
# QUANTITY
. 1 10" PVC SDR 21 Vacuum Sewer LF $68 $C
2 8" PVC SDR 21 Vacuum Sewer LF $64 $C
3 6" PVC SDR 21 Vacuum Sewer LF $61 $C
4 4" PVC SDR 21 Vacuum Sewer LF 300 $60 $18,00C
5 10" Division Valves EA $2,296 $C
6 8" Division Valves EA $1,862 $C
7 6" Division Valves EA $1 ,726 $C
8 4" Division Valves EA $1 ,441 $(
9 Valve Pit EA 3 $5,500 $16,50(
10 Buffer Tank EA $15,000 $(
11 Manhole EA $4,000 $(
12 Clean out EA 5 $250 $1,25(
13 4" PVC Force Main LF $30 $0
14 2" PVC Force Main LF $28 $(
15 8" PVC SDR21 Gravity Sewer Pipe LF $75 $(
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $(
17 4" PVC SDR21 Gravitv Sewer Pipe LF 170 $50 $8,500
-
18 PVC SDR21 Laterals (See Note 1) LF 450 $30 $1?~
19 SOddinq SY $1.25 $C
20 Asphalt Restoration (3' Wide Trench) SY $28 $C
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $0
22 Pump Station EA $40,000 $C
23 Subtotal $57,750
24 31 % contingency $17,903
25 Total $75,653
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 20 $60 $1,200
2 Valve Pit EA $5,500 $C
3 Buffer Tank EA $15,000 $C
4 SOddinq SY $1.25 $C
5 Asphalt Restoration (3' Wide Trench) SY 7 $28 $194
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
7 Pump Station EA $40,000 $C
8 Subtotal $1,394
9 31 % contingency $432
10 Total $1,826
G:\W A TERWASTE\ 12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls URS Corporation
Appendix - 0
Capital Cost Estimates for Strateav #1 A Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
ProjectNumber: 12004423
Date: November 16, 2004
Property: Maloney (Lots 3 &4)
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ON SITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
'4 4" PVC SDR 21 Vacuum Sewer LF 120 $60 $7,20(
5 10" Division Valves EA $2,296 $(
6 8" Division Valves EA $1,862 $(
7 6" Division Valves EA $1 ,726 $(
8 4" Division Valves EA $1 ,441 $0
9 Valve Pit EA 1 $5,500 $5,50(
10 Buffer Tank EA $15,000 $(
11 Manhole .. EA $4,000 $(
12 Cleanout EA 2 $250 $500
13 4" PVC Force Main LF $30 $0
14 2" PVC Force Main LF $28 $0
15 8" PVC SDR21 Gravity Sewer Pipe LF 40 $75 $3,000
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $0
17 4" PVC SDR21 Gravity Sewer Pipe LF 40 $50 $2,000
18 PVC SDR21 Laterals (See Note 1) LF 120 $30 $3,600
19 Sodding SY $1.25 $0
20 Asphalt Restoration (3' Wide Trench) SY $28 $0
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $0
22 Pump Station EA $40,000 $C
23 Subtotal $21,800
24 31 % contingency $6,758
25 Total $28,55S
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 10 $60 $600
2 Valve Pit EA $5,500 $0
3 Buffer Tank EA $15,000 $0
4 SOddinq SY $1.25 $0
5 Asphalt Restoration (3' Wide Trench) SY $28 $0
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $0
7 Pump Station EA $40,000 $(
8 Subtotal $60C
9 31% continqency $18E
10 Total $78€
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xlsURS Corporation
Appendix - 0
Capital Cost Estimates for Strateav #1 A Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Oceanside Marina
Prepared by: Francisco Bohorquez
Reviewed by: David Burgstiner
Approved by: Michael Condran
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $C
4 4" PVC SDR 21 Vacuum Sewer LF 800 $60 $48,000
5 10" Division Valves EA $2,296 $C
6 8" Division Valves EA $1,862 $C
7 6" Division Valves EA $1,726 $(
8 4" Division Valves EA $1 ,441 $(
9 Valve Pit EA $5,500 $(
10 Buffer Tanks (Converted Pump Stations) EA 2 $10,000 $20,00C
11 Manhole EA $4,000 $C
12 Clean out EA $250 $C
13 4" PVC Force Main LF $30 $C
14 2" PVC Force Main LF $28 $C
15 8" PVC SDR21 Gravity Sewer Pipe LF $75 $C
16 6" PVC SDR21 Gravitv Sewer Pipe LF $70 $C
17 4" PVC SDR21 Gravity Sewer Pipe LF $50 . $(
18 PVC SDR21 Laterals (See Note 1) LF $30 $C
19 Force Main Tie-in EA $4,200 $(
-
20 Asphalt Restoration (3' Wide Trench) SY $28 $C
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
22 Pump Station EA $20,000 $C
23 Subtotal $68,000
24 31 % continQency $21,080
25 Total $89,080
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 20 $60 $1,200
2 Valve Pit EA $5,500 $(
3 Buffer Tank EA $15,000 $(
4 SoddinQ SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY $28 $(
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
7 Pump Station EA $40,000 $(
8 Subtotal $1,20C
9 31% continQency $37:::
10 Total $1,57:2
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls URS Corporation
Appendix - 0
Capital Cost Estimates for Strateav #1 A Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Ocean Spray Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $C
2 8" PVC SDR 21 Vacuum Sewer LF $64 $C
3 6" PVC SDR 21 Vacuum Sewer LF $61 $C
4 4" PVC SDR 21 Vacuum Sewer LF 150 $60 $9,00C
5 10" Division Valves EA $2,296 $C
6 8" Division Valves EA $1,862 $C
7 6" Divisio'n Valves EA $1,726 $C
8 4" Division Valves EA $1,441 $C
9 Valve Pit . EA 2 $5,500 $11,00C
10 Buffer Tank EA $15,000 $C
11 Manhole EA $4,000 $C
12 Cleanout EA 4 $250 $1,000
13 4" PVC Force Main LF $30 $(
14 2" PVC Force Main LF $28 $(
15 8" PVC SDR21 Gravity Sewer Pipe LF 50 $75 $3,75(
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $0
-1Z_. 4" PVC SDR21 Gravity Sewer Pipe LF 100 $50 $5,00(
18 PVC SDR21 Laterals (See Note 1) LF 400 $30 $12,00(
19 SoddinQ SY $1.25 $(
20 Asphalt Restoration (3' Wide Trench) SY $28 I $C
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
22 Pump Station EA $40,000 $(
23 Subtotal $41,75C
24 31 % contingency $12,943
25 Total $54,693
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 10 $60 $600
2 Valve Pit EA $5,500 $0
3 Buffer Tank EA $15,000 $(
4 SOddinQ SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY $28 $(
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $0
7 Pump Station EA $40,000 $(
8 Subtotal $60C
9 31 % continQency $18E
10 Total $7S€
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xlsURS Corporation
Appendix - 0
Capital Cost Estimates for Strateav #1 A Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Overseas Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $C
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF 1,000 $60 $60,00(
~ $(
5 10" Division Valves EA $2,296
6 8" Division Valves EA $1,862 $C
7 6" Division Valves EA $1 ,726 $C
8 4" Division Valves EA $1 ,441 $(
9 Valve Pit EA 9 $5,500 $49,50(
10 Buffer Tank EA $15,000 $(
11 Manhole EA 5 $4,000 $20,00C
12 Clean out EA 20 $250 $5,OOC
13 4" PVC Force Main LF $30 $C
14 2" PVC Force Main LF $28 $C
15 8" PVC SDR21 Gravity Sewer Pipe LF 500 $75 $37,50C
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $C
17 4" rvc SDR21 Gravity Sewer Pipe LF 400 $50 $20,00g,
18 PVC SDR21 Laterals (See Note 1) LF 1920 $30 $57,60C
19 Sodding SY $1.25 .. $(
20 Asphalt Restoration (3' Wide Trench) SY $28 $(
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
22 Pump Station EA $40,000 $C
23 Subtotal $249,60C
24 31 % contingency $77,376
25 Total $326,976
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 20 $60 $1,20C
2 Valve Pit EA $5,500 $C
3 Buffer Tank EA $15,000 $C
4 Sodding SY $1.25 $C
5 Asphalt Restoration (3' Wide Trench) SY $28 $C
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
7 Pump Station EA $40,000 $C
8 Subtotal $1,20(J
9 31% contingency $372
10 Total $1,572
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xlsURS Corporation
Appendix - 0
Capital Cost Estimates for StrateQV #1 A Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Pozzi's #2 Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $C
2 8" PVC SDR 21 Vacuum Sewer LF $64 $C
3 6" PVC SOR 21 Vacuum Sewer LF $61 $C
4 4" PVC SDR 21 Vacuum Sewer LF $60 $C
5 10" Division Valves EA $2,296 $(
6 8" DivisionValves EA $1,862 $(
7 6" Division Valves EA $1 ,726 $(
8 4" Division Valves EA $1,441 $(
9 Valve Pit .' EA $5,500 $(
10 Buffer Tank EA $15,000 $(
11 Manhole EA 1 $4,000 $4,00(
12 Cleanout EA $250 $0
13 4" PVC Force Main LF $30 $C
14 2" PVC Force Main LF $28 $C
15 8" PVCSDR21 Gravity Sewer Pipe LF 140 $75 $10,50C
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $0
17 4" 'PVC S~R21 Gravity Sewer Pipe LF 170 $50 $8,50C
18 PVC SDR21 Laterals (See Note 1) LF 280 $30 $8,40C
-
~- Soddinq SY $1.25 -~
20 Asph:Jt Restoration (3' Wide Trench) SY $28 $0
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
22 Pump Station EA $40,000 $C
23 Subtotal $31,40(
24 31 % contingency $9,734
25 Total $41,134
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 10 $60 $600
2 Valve Pit EA $5,500 $0
3 Buffer Tank EA $15,000 $C
4 Sodding SY $1.25 $C
5 Asphalt Restoration (3' Wide Trench) SY $28 $C
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
7 Pump Station EA $40,000 $C
8 Subtotal $60(
9 31 % continqency $18E
10 Total $786
G:\W A TERW ASTE\ 12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls URS Corporation
Appendix - 0
Capital Cost Estimates for StrateQV #1 A Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Roy's Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ON SITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $C
2 8" PVC SDR 21 Vacuum Sewer LF $64 $C
3 6" PVC SDR 21 Vacuum Sewer LF $61 $C
4 4" PVC SDR 21 Vacuum Sewer LF 20 $60 $1,20C
5 10" Division Valves EA $2,296 $C
6 8" Division Valves EA $1,862 $C
7 6" Division Valves EA $1,726 $C
8 4" Division Valves EA $1 ,441 $C
9 Valve Pit EA $5,500 $C
10 Buffer Tank EA $15,000 $C
11 Manhole EA $4,000 $C
12 Cleanout EA $250 $C
13 4" PVC Force Main LF $30 $C
14 2" PVC Force Main LF $28 $C
15 8" PVC SDR21 Gravity Sewer Pipe LF $75 $(
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $(
17 4" PVC SDR21 Gr~1Vity Sewer Pipe LF $50 $(
18 PVC SDR21 Laterals (See Note 1) LF $30 $(
19 Sodci.inQ SY $1.25 $(
20 Asphalt Restoration (3' Wide Trench) SY $28 $(
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
22 Pump Station EA 1 $40,000 $40,OO(
23 Subtotal $41,20C
24 31% contingency $12,772
25 Total $53,9i2
Notes:
1) Includes 10 LF for4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 20 $60 $1,20C
2 Valve Pit EA $5,500 $C
3 Buffer Tank EA $15,000 $C
4 SOddinq SY $1.25 $C
5 Asphalt Restoration (3' Wide Trench) SY 7 $28 $194
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
7 Pump Station EA $40,000 $C
8 Subtotal $1 ,39~
9 31 % continQency $43~
10 Total $1,82E
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls URS Corporation
Appendix - 0
Capital Cost Estimates for StrateQV #1 A Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Stock Island Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
-
ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
# QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF 70 $60 $4,200
5 10" Division Valves EA $2,296 $C
6 8" Division Valves EA $1,862 $(
7 6" Division Valves EA $1 ,726 $(
8 4" Division Valves EA $1 ,441 $(
9 Valve Pit EA 1 $5,500 $5,50C
,10 Buffer Tank EA $15,000 $C
11 Manhole EA $4,000 $C
,12 Cleanout EA 4 $250 $1,00C
13 4" PVC Force Main LF $30 $C
- $C
14 2" PVC Force Main LF $28
. 15 8" PVC SDR21 Gravity Sewer Pipe LF 70 $75 $5,25C
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $C
17 4" PVC SDR21 Gravity Sei'/er Pipe LF 60 $50 $3,00C
18 PVC SDR21 Laterals (See Note 1) LF 270 $30 $8,10C
19 Soddinq SY $1.25 $C
- $C
20 Asphalt Restoration (T Wide Trench) SY $28
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
22 Pump Station EA $40,000 $(
23 Subtotal $27,050
24 31 % continQency $8,38E
25 Total $35,436
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 10 $60 $60C
2 Valve Pit EA $5,500 $C
3 Buffer Tank EA $15,000 $C
4 SoddinQ SY $1.25 $C
5 Asphalt Restoration (3' Wide Trench) SY $28 $C
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
7 Pump Station EA $40,000 $C
8 Subtotal $600
9 31 % continaency $186
10 Total $786
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls URS Corporation
Appendix - 0
Capital Cost Estimates for Strateav #1 A Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Styrons Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez .
Approved by: David Burgstiner
, ESTIMATED
# ON SITE ITEMS UNIT QUANTITY UNIT PRICE PRICE
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer . LF $61 $0
-
4 4" PVC SDR 21 Vacuum Sewer LF . 200 $60 $12,000
5 10" Division Valves EA $2,296 . $0
6 8" Division Valves EA $1,862 $(
-, 6" Division Valves EA $1 ,726 - $(
8 4" Division Valves EA $1 ,441 $(
9 Valve Pit EA 2 $5,500 $11,00(
10 Buffer Tank EA $15,000 $C
11 Manhole EA $4,000 $C
12 Cleanout EA 3 $250 $75C
13 4" PVC Force Main LF $30 $C
14 2" PVC Force Main LF $28 $(
-- t---
15 8" PVC SDR21 Gravity Sewer Pipe LF $75 -~
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $(
17 4" PVC SDR21 Gravity Sewer Pips LF 80 $50 $4,00C
18 PVC SDR21 Laterals (See Note 1) LF 300 $30 $9,00C
..
19 Soddinq SY $1.25 $C
20 Asphalt Restoration (3' Wide Trench) SY $28 $C
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
22 Pump Station EA $40,000 $(
23 Subtotal $36,75C
24 31 % contingency $11,393
25 Total $48,143
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 10 $60 $600
2 Valve Pit EA $5,500 $0
3 Buffer Tank EA $15,000 $(
4 Soddinq SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY 10 $28 $27E
6 Concrete Sidewalk Replacement (5' Wide) SY 3 $41 $12~
7 Pump Station EA $40,000 $(
8 Subtotal $1 ,001
9 31 % continqency $31C
10 Total $1,311
G:\W A TERWASTE\ 12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls URS Corporation
Appendix - 0
Capital Cost Estimates for StrateQV #1A Sewer Confiauration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Sunhaven Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
'# ON SITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF 360 $60 $21,60(
-
5 10" Division Valves EA $2,296 $(
6 8" Division Valves EA $1,862 $(
7 6"Division Valves EA $1 ,726 $(
8 4" Division Valves EA $1 ,441 $(
9 Valve Pit EA 6 $5,500 $33,00(
10 Buffer Tank EA $15,000 $C
11 Manhole EA $4,000 $C
12 Cleanout EA 5 $250 $1,250
13 4" PVC Force Main LF $30 $(
14 2" PVC Force Main LF $28 $(
15 8" PVC SDR21 Gravity Sewer Pipe LF $75 $(
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $(
17 4" PVC SDR21 Gravity Sewer Pipe LF 150 $50 $7,50C
18 PVC SDR21 Laterals (See Note 1) LF 560 $30 $16,800
-
19 Soddinq SY $1.25 $C
-
20 Asphalt Restoration (3' Wide Trench) " SY $28 $C
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
22 Pump Station EA $40,000 $(
23 Subtotal $80,15C
24 31 % contingency $24,847
25 Total $104,997
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 10 $60 $60C
2 Valve Pit EA $5,500 $C
3 Buffer Tank EA $15,000 $C
4 Soddinq SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY $28 $(
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
7 Pump Station EA $40,000 $(
8 Subtotal $60C
9 31% continqency $186
10 Total $786
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xlsURS Corporation
Appendix - 0
Capital Cost Estimates for Strateav #1 A Sewer Confiauration
Project Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Tropic Palms Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF 70 $60 $4,20(
5 10" Division Valves EA $2,296 $(
6 8" Division Valves EA $1,862 $C
. . 7 6" Division Valves EA $1 ,726 $C
,..
8 4" Division Valves EA $1 ,441 $C
.9 Valve Pit . EA $5,500 $C
10 Buffer Tank EA 1 $15,000 $15,000
11 Manhole EA 1 $4,000 $4,00C
12 Cleanout EA 5 $250 $1,25C
13 4" PVC Force Main LF $30 $C
14 2" PVC Force Main LF $28 $C
15 8" PVC SDR21 Gravity Sewer Pipe LF 250 $75 $18,75C
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $C
17 4" PVC SDR21 Gravity Sewer Pipe Li- 150 $50 $'l,50C
~ -
18 PVC SDR21 Laterals (See Note 1) LF 900 $30 $27,00C
- $C
19 Sodding SY $1.25
-
20 Asphalt Restoration (3' Wide Trench) SY $28 $(
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
22 Pump Station EA $40,000 $(
23 Subtotal $77,70(
24 31 % continQency $24,087
25 Total $101,787
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 10 $60 $60(
2 Valve Pit EA $5,500 $(
3 Buffer Tank EA $15,000 $(
4 SoddinQ SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY 6 $28 $167
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
7 Pump Station EA $40,000 $(
8 Subtotal $76i
9 31 % contingency $23E
10 Total $1,004
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xlsURS Corporation
Appendix - 0
Capital Cost Estimates for Strateav #1 A Sewer Confiauration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Waters Edge Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ONSITE" ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $0
2 8" PVC SDR 21 Vacuum Sewer LF $64 .. $C
3 6" PVC SDR 21 Vacuum Sewer LF $61 $C
4 4" PVC SD~ 21 Vacuum Sewer LF 700 $60 $42,00C
5 10" Division Valves EA $2,296 $0
6 8" Division Valves EA $1,862 $0
7 6" DivisionValves EA $1,726 $Q
8 4" Division Valves EA $1,441 $0
9 Valve Pit : EA 14 $5,500 $77,000
10 Buffe!' Tank EA $15,000 $0
11 Manhole EA 12 $4,000 $48,000
12 Clean out EA 20 $250 $5,000
13 4" PVC Force Main LF $30 $0
14 2" PVC Force Main LF $28 $0
15 8" PVC SDR21 Gravity Sewer Pipe LF 840 $75 $63,000
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $C
17 4" PVC SDR21 Gravity Sewer Pipe LF 160 $50 $8,000
18 PVC SDR21 Laterals (See Note 1) LF 1550 $30 $46,500
.19 Soddinq I- SY $1.25 $0
20 Asphalt Restoration (3' Wide Trench) SY $28 $0
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
22 Pump Station EA $40,000 $0
23 Subtotal $289,500
24 31 % continqency $89,745
25 Total $379,245
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 40 $60 $2,40C
2 Valve Pit EA $5,500 $C
3 Buffer Tank EA $15,000 $C
4 Soddinq SY $1.25 $0
5 Asphalt Restoration (3' Wide Trench) SY 10 $28 $278
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $0
7 Pump Station EA $40,000 $0
8 Subtotal $2,67S
9 31 % continaency $83C
10 Total $3,50S
G:\W A TERW ASTE\ 12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls URS Corporation
Appendix - 0
Capital Cost Estimates for Strateav #1 A Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Woodsons #1 and #2 Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ONSITEITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $C
2 8" PVC SDR 21 Vacuum Sewer LF $64 $C
3 6" PVC SDR 21 Vacuum Sewer LF $61 $C
4 4" PVC SDR 21 Vacuum Sewer LF 250 $60 $15,OOC
5 10" Division Valves EA $2,296 '$C
6 8" Division Valves EA $1,862 $C
7 6" Division Valves EA $1,726 $C:
8 4" Division Valves EA $1,441 $C
9 Valve Pit EA 2 $5,500 $11,00C
10 Buffer Tank EA $15,000 $(
11 Manhole EA $4,000 $C
12 Cleanout EA 6 $250 $1,50C
13 4" PVC Force Main LF $30 $C
14 2" PVC Force Main LF $28 $C
15 8" PVC SDR21 Gravity Sewer Pipe LF 300 $"15 $22,50C
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $C
17 4" PVC SDR21 Gravity Sewer Pipe LF 330 $50 $16,50C
18 PVC SDR21 Laterals (See Note 1) LF 630 $30 $18,90C
--
19 SoddinQ SY $1.25 $C
20 Asphalt Restoration (3' Wide Trench) SY $28 $C
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
22 Pump Station EA $40,000 $C
23 Subtotal $85,40C
24 31% continQency $26,474
25 Total $111,874
)" .
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 20 $60 $1 ,20C
2 Valve Pit EA $5,500 $C
3 Buffer Tank EA $15,000 $C
4 SoddinQ SY $1.25 $C
5 Asphalt Restoration (3' Wide Trench) SY $28 $C
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
7 Pump Station EA $40,000 $C
8 Subtotal $1 ,200
9 31% continQency $372
10 Total $1,572
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xlsURS Corporation
Appendix - P
Capital Cost Estimates for StrateQV #1 B Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# RaW ITEMS UNIT ESTIMATED UNIJPRIGE PRICE
QUANTITY
rlr~toSupport RemainihgA~@~
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF 380 $60 $22,80(
5 10" Division Valves EA $2,296 $(
6 8" Division Valves EA $1,862 $(
7 6" Division Valves EA $1,726 $0
8 4" Division Valves EA $1 ,441 $(
9 Valve Pit EA 4 $5,500 $22,00(
10 Buffer Tank EA $15,000 $(
11 Dual Buffer Tank EA $20,000 $(
12 Manhole EA $4,000 $0
13 Clean out EA $250 $C
14 8" PVC Force Main LF $48 $(
15 6" PVC Force Main LF $38 $(
16 4" PVC Force Main LF $30 $(
17 2" PVC Force Main LF $28 $C
18 8" PVC SDR21 Gravity Sewer PiDe LF $75 $C
19 6" PVC SDR21 Gravity Sewer Pipe LF $70 $(
20 4" PVC SDR21 Gravity Sewer Pi De LF 100 $50 $5,00(
21 SOddinQ SY $1.25 $(
22 Asphalt Restoration SY $28 $C
23 Concrete Sidewalk Replacement SY $41 $C
24 Lift Station EA $40,000 $(
25 Subtotal $49,80C
26 31% continqency $15,43~
27 Total RaW Costs EA $40,000 $65,238
ROW components Ftequired to Support the 20 Large Properties
Area East of Styron's (Lots 3 and 4
28 Maloney Avenue) $7,86C
29 Boyd's Campqround $163,250
30 Coconut Grove Trailer Park $62,408
31 EI Mar RV Park $9,156
32 Gomez Trailer Park $18,81 ~
33 Harbor Shores $29,76(
34 Hideaway Trailer Park $23,97~
35 Leo's Campqround $37,073
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xlsURS Corporation
# ROW ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
36 Liz Trailer Park $28,157
37 Oceanside Marina $1,57:::
38 Ocean Spray Trailer Park $18,472
39 Overseas Trailer Park $71,08B
40 Pozzi's Trailer Park $78E
41 Roy's Trailer Park $1,82E
42 Stock Island Trailer Park $7,991
43 Styrons Trailer Park $18,86E
44 Sunhaven Trailer Park $67,99E
45 Tropic Palms Trailer Park $20,654
46 Water's EdQe Colony Trailer Park $139,50~
47 Woodsons #1 and #2 Trailer Park $15,86E
48 Subtotal $737,20ll
49 Total ROW Costs $802,44i
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
$urmnar\l()'i~~"site .COSts :per Property(l) I I i
!
I
Area East of Styron's (Lots 3 and 4
50 Maloney Avenue) $21,74E
51 Boyd's Campground $153,75C
52 Coconut Grove Trailer Park $147,50E
53 EI Mar RV Park $74,01E
54 Gomez Trailer Park $39,69~
55 Harbor Shores $60,58~
56 Hideaway Trailer Park $56,09~
57 Leo's Campground $100,08..:1
58 Liz Trailer Park $60,91 E
59 Oceanside Marina $89,08C
60 Ocean Spray Trailer Park $45,52~
61 Overseas Trailer Park $270,97..:1
62 Pozzi's Trailer Park $41 ,134
63 Roy's Trailer Park $53,97~
64 Stock Island Trailer Park $33,07~
65 Styrons Trailer Park $46,89~
66 Sunhaven Trailer Park $103,35S
67 Tropic Palms Trailer Park $102,50E
68 Water's Edge Colony Trailer Park $260,23~
69 Woodsons #1 and #2 Trailer Park $77,94E
70 Subtotal On-Site Costs $1 ,817,34~
71 GRAND TOTAL $2,619,790
(1) Estimation for 20 properties see separate sheet
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls URS Corporation
Appendix - P
Capital Cost Estimates for Strateav #1 B Sewer Confiauration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Maloney (Lots 3 &4)
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by:' David Burgstiner
# ONSITE ITEMS UNIT ESTIMA TED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF $60 $(
5 10" Division Valves EA t $2,296 $(
6 8" Division Valves EA $1,862 $(
7 6" Division Valves EA $1,726 $(
8 4" Division Valves EA $1,441 $(
9 Valve Pit EA . $5,500 $(
10 Buffer Tank EA $15,000 $(
11 Manhole EA 1 $4,000 $4,00(
12 Cleanout EA $250 $(
13 4" PVC Force Main LF $30 $(
14 2" PVC Force Main LF $28 $(
15 8" PVC SDR21 Gravity Sewer Pipe LF 120 $75 $9,00(
16 6" pve SDR21 Gravity Sewer Pipe LF $70 $(
17 4" PVC SDR21 Gravity Sewer Pipe LF $50 $(
18 pve SDR21 Laterals (See Note 1) LF 120 $30 $3,60(
19 Sodding SY $1.25 $(
20 Asphalt Restoratior, (3' Wide Trench) SY $28 $(
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $0
22 Pur. ) Station EA $40,000 $(
23 Subtotal $16,60C
24 31 % contingency $5,14{
25 Total $21,74{
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR21 Gravity Sewer Pipe LF 10 $50 $50(
2 Valve Pit EA 1 $5,500 $5,50(
3 Buffer Tank EA $15,000 $0
4 Sodding SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY $28 $(
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
7 Pump Station EA $40,000 $C
8 Subtotal $6,00C
9 31 % contingency $1,860
10 Total $7,860
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - P
Capital Cost Estimates for StrateQV #1 B Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
Date: November 16, 2004
Property: Boyd's Campground
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 8" PVC SDR 21 Vacuum Sewer LF $64 $C
2 6" PVC SDR 21 Vacuum Sewer LF $61 $C
3 4" PVC SDR 21 Vacuum Sewer LF $60 .$C
4 10" Division Valves EA $2,296 $C
5 8" Division Valves . EA $1,862 $C
6 6" Division Valves EA $1,726 $C
7 Pipe Bursting EA 1 $150,000 $150,00C
8 Valve Pit EA $5,500 $C
9 Buffer Tank EA $15,000 $C
10 Manhole EA $4,000 $C
12 Cleanout EA $250 $C
13 4" PVC Force Main LF $30 $C
14 2" PVC Force Main LF $28 $C
15 8" PVC SDR21 Gravity Sewer Pipe LF 50 $75 $3,75C
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $C
17 4" pve SDR21 Gravity Sewer Pipe L.F $50 $C
~
18 PVC SDR21 Laterals (See Note 1) LF. $30 $C
19 Sodding SY $1.25 $(
20 Asphalt Restoration (3' Wide Trench) SY $28 $(
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
22 Pump Station EA $40,000 $(
23 Subtotal $153,75C
24 0% contingency (Work completed) $(
25 Total $153,75C
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
8 OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 Valve Pit EA $5,500 $C
2 BufferTank EA $15,000 $C
3 2" PVC Force Main LF 1 $50,000 $50,00(
4 Asphalt Restoration (3' Wide Trench) SY $28 $C
5 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
6 Pump Station, 8" PVC Gravity Sewer & Manhole EA 1 $113,250 $113,25C
7 Subtotal $163,25C
8 0% contingency (Work completed) $C
9 Total $163,25C
G:\W A TERW ASTE\ 12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost EstimaU98BCorporation
Appendix - P
Capital Cost Estimates for Strateav #1 B Sewer Confiauration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Coconut Grove Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 . 10' PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF 60 $60 $3,60C
5 1 0" Division Valves EA $2,296 $C
6 8" Division Valves EA $1,862 $C
7 6" Division Valves EA $1,726 $(
8 4" Division Valves EA $1,441 $(
9 Valve Pit EA $5,500 $(
10 Buffer Tank EA $15,000 $C
11 Manhole EA 6 $4,000 $24,00C
12 Cleanout EA 8 $250 $2,00C
13 4" PVC Force Main LF $30 $C
14 2" PVC Force Main LF $28 $C
15 8" PVC SDR21 Gravity Sewer Pipe LF 400 $75 $30,00C
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $C
17 4" PVC SDR21 Gravity Sewer Pipe LF 40 $50 $20,00C
18 PVC SDR21 Laterals (See Note 1) LF 1100 $30 $33,00C
19 Sodding SY $1.25 $C
-
20 Asphalt Restoration (3' Wide Trench) SY $28 $C
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
22 Pump Station EA $40,000 $C
23 Subtotal $112,60C
24 31 % contingency $34,90E
25 Total $147,50E
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 200 $60 $12,00C
2 Valve Pit EA 6 $5,500 $33,00C
3 Buffer Tank EA $15,000 $C
4 Sodding SY $1.25 $C
5 Asphalt Restoration (3' Wide Trench) SY 33 $28 $91E
6 Concrete Sidewalk Replacement (5' Wide) SY 42 $41 $1 ,72<1
7 Pump Station EA $40,000 $C
8 Subtotal $47,64C
9 31 % contingency $14,761:
10 Total $62,401l
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - P
Capital Cost Estimates for Strateqy #1 B Sewer Confiquration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: EI Mar Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ON SITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $C
2 8" PVC SDR 21 Vacuum Sewer LF $64 $C
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF $60 $(
5 10" Division Valves EA $2,296 $(
6 8" Division Valves EA $1,862 $(
7 6" Division Valves EA $1,726 $C
8 4" Division Valves EA $1,441 $(
9 Valve Pit EA 1 $5,500 $5,50C
10 Buffer Tank EA $15,000 $(
11 Manhole EA 1 $4,000 $4,00(
12 Cleanout EA 6 $250 $1,50(
13 4" PVC Force Main LF $30 $(
14 2" PVC Force Main LF $28 $(
15 8" PVC SDR21 Gravity Sewer Pipe LF 320 $75 $24,00(
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $(
17 4" PVC SDR21 Gravity Sewer Pipe LF 250 $50 $12,50(
18 PVC SDR21 Laterals (See Note 1) LF 300 $30 $9,00(
19 Sodding SY $1.25 $(
20 Asphalt Restoration (3' Wide Trench) SY $28 $(
r. Concrete Sidewalk Replacement (5' Wide) SY $41 $(
, ,
22 Pump Station EA $40,000 $(
23 Subtotal $56,50C
24 31% contingency $17,51E
25 Total $74,Off
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backf/ow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 20 $60 $1,20(
2 Valve Pit EA 1 $5,500 $5,50(
3 6" PVC SDR21 Gravity Sewer Pipe LF $70 $(
4 Sodding SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY 6 $28 $161
6 Concrete Sidewalk Replacement (5' Wide) SY 3 $41 $122
7 Pump Station EA $40,000 $(
8 Subtotal $6,99(
9 31 % contingency $2,16
10 Total $9,151
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - P
Capital Cost Estimates for StrateQV #1 B Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Gomez Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
I # ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $C
2 8" PVC SDR 21 Vacuum Sewer LF $64 $C
3 6" PVC SDR 21 Vacuum Sewer LF $61 $C
4 4" PVC SDR 21 Vacuum Sewer LF $60 $C
5 10" Division Valves EA $2,296 $C
6 . 8" Division Valves EA $1,862 $C
7 6" Division Valves EA $1,726 $(
8 . 4" Division Valves EA $1,441 $(
9 Valve Pit EA $5,500 $(
10 Buffer Tank EA $15,000 $C
11 Manhole EA 2 $4,000 $8,00C
12 Cleanout EA 2 $250 $50(
13 4" PVC Force Main LF $30 $(
14 2" PVC Force Main LF $28 $(
15 8" PVC SDR21 Gravity Sewer Pipe LF 120 $75 $9,00C
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $(
17 4" PVC SDR21 Gravity Sewer Pipe LF 40 $50 $2,00(
18 PVC SDR21 Laterals (See Note 1) LF 360 $30 $10,80(
19 Sodding SY $1.25 $(
20 Asphalt Restoration (3' Wide Trench) SY $28 $C
21 Cccrete Sidewalk Replacement (5' Wide) SY $41 $C
22 Pump Station EA $40,000 $C
23 Subtotal $30,30C
24 31% contingency $9,39~
25 Total $39,69~
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 50 $60 $3,OOC
2 Valve Pit EA 2 $5,500 $11,00C
3 Buffer Tank EA $15,000 $C
4 Sodding SY $1.25 $C
5 Asphalt Restoration (3' Wide Trench) SY 13 $28 $361
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
7 Pump Station EA $40,000 $C
8 Subtotal $14,361
9 31 % contingency $4,45~
10 Total $18,81~
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - P
Capital Cost Estimates for StrateQV #1 B Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Harbor Shores
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF $60 $(
5 10" Division Valves EA $2,296 $(
6 8" Division Valves EA $1,862 $(
7 6" Division Valves EA $1,726 $(
8 . 4" Division Valves EA $1,441 $(
9 Valve Pit EA $5,500 $(
10 Manhole EA 1 $4,000 $4,00(
11 Conflict Manhole EA 2 $8,000 $16,00(
12 Cleanout EA $250 $(
13 4" PVC Force Main LF $30 $(
14 2" PVC Force Main LF $28 $(
15 8" PVC SDR21 Gravity Sewer Pipe LF 350 $75 $26,25(
16 .. 6" PVC SDR21 Gravity Sewer Pipe LF $70 $(
17 4" PVC SDR21 Gravity Sewer Pipe LF $50 $(
18 PVC SDR21 Laterals (See Note 1) LF $30 $(
19 Sodding SY $1.25 $(
20 Asphalt Restoration (3' Wide Trench) SY $28 $(
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
22 . Pump Station EA $40,000 $(
23 Subtotal $46,25(
24 31 % contingency $14,33~
25 Total $60,58~
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 40 $60 $2,40(
2 Valve Pit EA $5,500 $(
3 Dual Buffer Tank EA 1 $20,000 $20,00(
4 Sodding SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY 7 $28 $19~
6 Concrete Sidewalk Replacement (5' Wide) SY 3 $41 $12::
7 Pump Station EA $40,000 $(
8 Subtotal $22,71/
9 31 % contingency $7,04,
10 Total $29,76(
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - P
Capital Cost Estimates for StrateQY #1 B Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Hideway Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ON SITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $C
2 8" PVC SDR 21 Vacuum Sewer LF $64 $C
3 6" PVC SDR 21 Vacuum Sewer LF $61 $C
4 4" PVC SDR 21 Vacuum Sewer LF $60 $C
5 10" Division Valves EA $2,296 $C
-
6 8" Division Valves EA $1,862 $C
7 6" Division Valves EA $1,726 $C
8 4" Division Valves EA . $1,441 $C
9 Valve Pit EA $5,500 $C
10 Buffer Tank EA $15,000 $C
11 Manhole EA 2 $4,000 $8,00C
12 Cleanout EA 2 $250 $50C
13 4" PVC Force Main LF $30 $C
14 2" PVC Force Main LF $28 $C
15 8" PVC SDR21 Gravity Sewer Pipe LF 300 $75 $22,50C
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $C
17 4" PVC SDR21 Gravity Sewer Pipe LF $50 $C
18 PVC SDR21 Laterals (See Note 1) LF 370 $30 $11,10C
- 19 Sodding SY $1.25 $C
20 Asphalt Restoration (3' Wide Trench) SY 17 $28 $47~'
21 Concrete Sidewalk r ..~placement (5' Wide) SY 6 $41 $24E
22 Pump Station EA $40,000 $C
23 Subtotal $42,81f
24 31 % contingency $13,27~
25 Total $56,09~
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 110 $60 $6,60C
2 Valve Pit EA 2 $5,500 $11,00C
3 6" PVC SDR21 Gravity Sewer Pipe LF 10 $70 $70C
4 Sodding SY $1.25 $C
5 Asphalt Restoration (3' Wide Trench) SY $28 $C
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
7 Pump Station EA $40,000 $C
8 Subtotal $18,30C
9 31 % contingency $5,67
10 Total $23,97
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - P
Capital Cost Estimates for Strateav #1 B Sewer Confiauration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Leo's Campground
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $C
2 8" PVC SDR 21 Vacuum Sewer LF $64 $C
3 6" PVC SDR 21 Vacuum Sewer LF $61 $C
4 4" PVC SDR 21 Vacuum Sewer LF $60 $C
5 10" Division Valves EA $2,296 $C
-
6 8" Division Valves EA $1,862 $C
7 . 6" Division Valves EA $1 ,726 $C
8 4" Division Valves EA $1,441 $C
9 Valve Pit EA $5,500 $C
10 Buffer Tank EA $15,000 $(
11 Manhole EA 5 $4,000 $20,00C
12 Cleanout EA 4 $250 $l,OOC
13 4" PVC Force Main LF $30 $C
14 2" PVC Force Main LF $28 $0
15 8" PVC SDR21 Gravity Sewer Pipe LF 340 $75 $25,50(
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $(
17 4" PVC SDR21 Gravity Sewer Pipe LF 100 $50 $5,00(
18 PVC SDR21 Laterals (See Note 1) LF 830 $30 $24,90(
19 Soddi ng SY $1.25 $(
20 A::>phalt Restoration (3' Wide Trench) SY $28 $(
21 Concrete Sidewalk Replacerr.snt (5' Wide) SY $41 $(
22 Pump Station EA $40,000 $(
23 Subtotal $76,40(
24 31 % contingency $23,68L
25 Total $1 OO,O8~
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 105 $60 $6,30(
2 Valve Pit EA 4 $5,500 $22,00(
3 Buffer Tank EA $15,000 $(
4 Sodding SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY $28 $(
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
7 Pump Station EA $40,000 $(
8 Subtotal $28,30C
9 31 % contingency $8,77~
10 Total $37,O7~
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - P
Capital Cost Estimates for StrateQV #1 B Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Liz Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF $60 $(
5 10" Division Valves EA $2,296 $(
-
6 8" Division Valves EA $1,862 $(
7 6" Division Valves EA $1,726 $C
8 4" Division Valves EA $1,441 $C
9 Valve Pit EA $5,500 $C
10 Buffer Tank EA $15,000 $C
11 Manhole EA 3 $4,000 $12,00C
12 Cleanout EA $250 $C
13 4" PVC Force Main LF $30 $C
14 2" PVC Force Main LF $28 $C
15 8" PVC SDR21 Gravity Sewer Pipe LF 260 $75 $19,50C
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $C
17 4" PVC SDR21 Gravity Sewer Pipe LF $50 $C
18 PVC SDR21 Laterals (See Note 1) LF 500 $30 $15,00C
19 Sodding SY $1.25 $C
20 Asphalt Rb'storation (3' Wide Trench) SY $28 $C
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
2;- Pump Station EA $40,000 $(
23 Subtotal $46,50(
24 31 % contingency $14,41!
25 Total $60,91~
Notes:
1) Includes 10 LF for4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 80 $60 $4,80C
2 Valve Pit EA 3 $5,500 $16,50C
3 Buffer Tank EA $15,000 $C
4 Sodding SY $1.25 $C
5 Asphalt Restoration (3' Wide Trench) SY 7 $28 $19<1
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
7 Pump Station EA $40,000 $(
8 Subtotal $21,49l
9 31 % contingency $6,66<
10 Total $28,151
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - P
Capital Cost Estimates for Strateav #1 B Sewer Confiauration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Oceanside Marina
Prepared by: Francisco Bohorquez
Reviewed by: David Burgstiner
Approved by: Michael Condran
"# ONSITE ITEMS UNIT ESTIMATED . UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $C
2 8" PVC SDR 21 Vacuum Sewer LF $64 $C
3 6" PVC SDR 21 Vacuum Sewer LF $61 $C
4 4" PVC SDR 21 Vacuum Sewer LF 800 $60 $48,00C
5 10" Division Valves EA $2,296 $C
-
6 8" Division Valves EA $1,862 $C
7 6" Division Valves EA $1 ,726 $C
8 4" Division Valves EA $1,441 $C
9 Valve Pit EA $5,500 $C
10 Buffer Tanks (Converted Pump Stations) EA 2 $10,000 $20,00C
11 Manhole EA $4,000 $C
12 Cleanout EA $250 $C
13 4" PVC Force Main LF $30 $C
14 2" PVC Force Main LF $28 $C
15 8" PVC SDR21 Gravity Sewer Pipe LF $75 $C
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $(
17 4" PVC SDR21 Gravity Sewer Pipe LF $50 $C
18 PVC SDR21 Laterals (See Note 1) LF $30 $C
19 Force Main Tie-in EA $4,200 $(
20 Asphalt Restoration (3' WidE> Trench) SY $28 $C
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
22 Pump Station EA $20,000 $C
23 Subtotal $68,OOC
24 31% contingency $21,08C
25 Total $89,08C
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 20 $60 $1,20C
2 Valve Pit EA $5,500 $C
3 Buffer Tank EA $15,000 $(
4 Sodding SY $1.25 $C
5 Asphalt Restoration (3' Wide Trench) SY $28 $C
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
7 Pump Station EA $40,000 $(
8 Subtotal $1 ,20~
9 31 % contingency $37:;
10 Total $1,57:2
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - P
Capital Cost Estimates for StrateQV #1 B Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Ocean Spray Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
.
.# ON SITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
I .. QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $C
2 8" PVC SDR 21 Vacuum Sewer LF $64 $C
3 6" PVC SDR 21 Vacuum Sewer LF $61 $C
4 4" PVC SDR 21 Vacuum Sewer LF $60 $C
5 10" Division Valves EA $2,296 $C
6 8" Division Valves EA $1 ,862 $C
7 6" Division Valves EA $1,726 $(
8 4" Division Valves EA $1,441 $(
9 . Valve Pit EA $5,500 $(
10 Buffer Tank EA $15,000 $(
11 Manhole EA 2 $4,000 $8,00(
12 Cleanout EA 2 $250 $50(
13 ' 4" PVC Force Main LF $30 $(
14 2" PVC Force Main LF $28 $(
15 8" PVC SDR21 Gravity Sewer Pipe LF 190 $75 $14,25(
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $(
17 4" PVC SDR21 Gravity Sewer Pipe LF $50 $(
18 PVC SDR21 Laterals (See Note 1) LF 400 $30 $12,00(
19 Sodding SY $1.25 $(
-
20 Asphalt Restoration (3' Wide Trench) SY $28 $(
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
22 Pump Station EA $40,000 $(
'"
23 Subtotal $34,75(
24 31 % contingency $1 0,77~
25 Total $45,52~
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 45 $60 $2,70C
2 Valve Pit EA 2 $5,500 $11,00C
3 Buffer Tank EA $15,000 $(
4 Sodding SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY 10 $28 $27E
6 Concrete Sidewalk Replacement (5' Wide) SY 3 $41 $12C
7 Pump Station EA $40,000 $(
8 Subtotal $14,101
9 31 % contingency $4,371
10 Total $18,47~
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - P
Capital Cost Estimates for Strateav #1 B Sewer Confiauration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Overseas Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ON SITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF $60 $(
5 10" Division Valves EA $2,296 $(
6 8" Division Valves EA $1,862 $(
7 6" Division Valves EA $1 ,726 $(
8 4" Division Valves EA $1,441 $(
9 Valve Pit EA $5,500 $(
10 Buffer Tank EA $15,000 $(
11 Manhole EA 9 $4,000 $36,00(
12 Cleanout EA 13 $250 $3,25(
13 4" PVC Force Main LF $30 $(
14 2" PVC Force Main LF $28 $(
15 8" PVC SDR21 Gravity Sewer Pipe LF 1400 $75 $105,00(
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $(
1"7 4" PVC SDR21 Gravity Sewer Pipe LF 100 $50 $5,00(
18 PVC SDR21 Laterals (See Note 1) LF 1920 $30 $57,60(
19 Sodding SY $1.25 $(
20 Asphalt Restoration (3' Wide Trench) SY $28 $(
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
-
22 Pump Station EA $40,000 $(
23 Subtotal $206,85(
24 31 % contingency $64,12L
25 Total $270,97~
Notes:
1) Includes 10 LF (or4" Vent Pipe and Backffow Prevention Device
# OFFSITE ITEMS UNIT E,STIMA TED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 160 $60 $9,60(
2 Valve Pit EA 8 $5,500 $44,00(
3 Buffer Tank EA $15,000 $(
4 Sodding SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY 24 $28 $66E
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
7 Pump Station EA $40,000 $(
8 Subtotal $54,26E
9 31 % contingency $16,82~
10 Total $71,08f
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - P
Capital Cost Estimates for Strateav #1 B Sewer Confiauration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Pozzi's #2 Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
! ; # ONSITE ITEMS UNIT ESTIMATED . UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $C
2 8" PVC SDR 21 Vacuum Sewer LF $64 $0
3 6" PVC SDR 21 Vacuum Sewer LF $61 $0
4 4" PVC SDR 21 Vacuum Sewer LF $60 $(
5 10" Division Valves EA $2,296 $(
6 8" Division Valves EA $1,862 $(
7 6" Division Valves EA $1,726 $(
8 4" Division Valves EA $1,441 $(
9 Valve Pit EA $5,500 $(
10 Buffer Tank EA $15,000 $(
11 Manhole EA 1 $4,000 $4,00(
12 Cleanout EA $250 $(
13 4" PVC Force Main LF $30 $(
14 2" PVC Force Main LF $28 $C
15 8" PVC SDR21 Gravity Sewer Pipe LF 140 $75 $10,50C
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $C
17 4" PVC SDR21 Gravity Sewer Pipe LF 170 $50 $8,50C
18 PVC SDR21 Laterals (See Note 1) LF 280 $30 $8,40C
19 Sodding SY $1.25 $C
20 Asphalt Restoration (3' Wide_ Trench) SY $28 $(
21 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
22 Pump Station EA $40,000 $(
23 Subtotal $31,40C
24 31 % contingency $9,73<
25 Total $41,13l
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 10 $60 $60(
2 Valve Pit EA $5,500 $(
3 Buffer Tank EA $15,000 $(
4 Sodding SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY $28 $(
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
7 Pump Station EA $40,000 $(
8 Subtotal $60C
9 31% contingency $18€
10 Total $78€
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - P
Capital Cost Estimates for Strateav #1 B Sewer Confiauration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Roy's Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ON SITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 . 4" PVC SDR 21 Vacuum Sewer LF 20 $60 $1 ,20(
5 10" Division Valves EA $2,296 $(
6 8." Division Valves EA $1,862 $(
7 .6" Division Valves EA $1,726 $C
8 . 4" Division Valves EA $1,441 $C
9 Valve Pit EA $5,500 $C
10 Buffer Tank EA $15,000 $C
11 Manhole EA $4,000 $C
12 Cleanout EA $250 $C
13 4\' PVC Force Main LF $30 $C
14 2" PVC Force Main LF $28 $C
15 8" PVC SDR21 Gravity Sewer Pipe LF $75 $C
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $C
17 4" PVC SDR21 Gravity Sewer Pipe LF $50 $(
18 PVC SDR21 Laterals (See Note 1) LF $30 $(
19 Sodding SY $1.25 $(
-
20 Asphalt Restoration (3' Wide Trench) SY $28 $(
21 . Concrete Sidewalk Replacement (5' Wide) SY $41 $(
22 Pump Station E:~ 1 $40,000 $40,00(
.
23 Subtotal $41,20(
24 31% contingency $12,77,
25 Total $53,97.
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 20 $60 $1,20C
2 Valve Pit EA $5,500 $C
n Buffer Tank EA $15,000 $C
,:,
4 Sodding SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY 7 $28 $19L
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
7 Pump Station EA $40,000 $(
8 Subtotal $1 ,39~
9 31% contingency $43::
10 Total $1,82E
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - P
Capital Cost Estimates for StrateQV #1 B Sewer ConfiQuration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Stock Island Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
>
# ON SITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $C
2 8" PVC SDR 21 Vacuum Sewer LF $64 $C
3 6" PVC SDR 21 Vacuum Sewer LF $61 $C
4 4" PVC SDR 21 Vacuum Sewer LF $60 $C
5 10" Division Valves EA $2,296 $C
6 8" Division Valves EA $1,862 $C
7 6" Division Valves EA $1,726 $C
8 4" Divi~ion Valves EA $1,441 $C
9 Valve Pit EA $5,500 $C
10 Buffer Tank EA $15,000 $C
11 Manhole EA 1 $4,000 $4,00C
12 Cleanout EA 1 $250 $25C
13 4" PVC Force Main LF $30 $C
14 2" PVC Force Main LF $28 $C
15 8" PVC SDR21 Gravity Sewer Pipe LF 140 $75 $10,50C
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $C
17 4" PVC SDR21 Gravity Sewer Pipe LF 30 $50 $1 ,50C
18 PVC SDR21 Laterals (See Note 1) LF 300 $30 $9,00C
19 Sodding SY $1.25 $C
20 Asphalt Restoration (3' Wide Trench) SY $28 $C
r . Concrete Sidewalk Replacement (5' Wide) SY $41 $C
. .
22 Pump Station EA , $40,000 $C
23 Subtotal $25,25C
24 31% contingency $7,82f
25 Total $33,07f
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 10 $60 $60C
2 Valve Pit EA 1 $5,500 $5,50C
3 Buffer Tank EA $15,000 $C
4 Sodding SY $1.25 $C
5 Asphalt Restoration (3' Wide Trench) SY $28 $C
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
7 Pump Station EA $40,000 $(
8 Subtotal $6,10(
9 31 % contingency $1,891
10 Total $7,991
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - P
Capital Cost Estimates for Strateav #1 B Sewer Confiauration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Styrons Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
.
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF $60 $(
5 10" Divisi00 Valves EA $2,296 $(
6 8" Division Valves EA $1,862 $(
7 6" Division Valves EA $1,726 $C
8 4" Division Valves EA $1,441 $C
9 Valve Pit EA $5,500 $C
10 Buffer Tank EA $15,000 $C
11 Manhole EA 2 $4,000 $8,OOC
12 Cleanout EA 2 $250 $50(
13 4" PVC Force Main LF $30 $(
14 2" PVC Force Main LF $28 $C
15 8" PVC SDR21 Gravity Sewer Pipe LF 240 $75 $18,00C
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 -~
17 4" PVC SDR21 Gravity Sewer Pipe LF $50 $(
18 PVC SDR21 Laterals (See Note 1) LF 310 $30 $9,30(
19 Sodding SY $1.25 $(
20 Asphalt Restoration (3' Wide Trench) SY $28 $(
21 Co. .crete Sidewalk Replacement (5' Wide) SY $41 $(
22 Pump Station EA $40,000 $(
23 Subtotal $35,80(
24 31 % contingency $11,091
25 Total $46,891
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 50 $60 $3,00C
2 Valve Pit EA 2 $5,500 $11,00C
3 Buffer Tank EA $15,000 $C
4 Sodding SY $1.25 $C
5 Asphalt Restoration (3' Wide Trench) SY 10 $28 $27E
6 Concrete Sidewalk Replacement (5' Wide) SY 3 $41 $12::
7 Pump Station EA $40,000 $C
8 Subtotal $14,401
9 31 % contingency $4,46<1
10 Total $18,865
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - P
Capital Cost Estimates for Strateav #18 Sewer Confiauration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Sunhaven Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 ' 10" PVC SDR 21 Vacuum Sewer LF $68 $0
2 ' 8" PVC SDR 21 Vacuum Sewer LF $64 $0
3 6" PVC SDR 21 Vacuum Sewer LF $61 $0
4 4" PVC SDR 21 Vacuum Sewer LF $60 $0
5 1 0" Division Valves EA $2,296 $0
6 8" Division Valves EA $1,862 $0
7 6" Division Valves EA $1,726 $0
8 4" Division Valves EA $1,441 $0
9 Valve Pit EA $5,500 $0
10 < Buffer Tank EA $15,000 $0
11 (i Manhole EA 6 $4,000 $24,000
12 Cleanout EA $250 $0
13 . 4" PVC Force Main LF $30 $0
14 2" PVC Force Main LF $28 $0
15 8" PVC SDR21 Gravity Sewer Pipe LF 500 $75 $37,500
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $0
17 4" PVC SDR21 Gravity Sewer Pipe LF $50 $0
18 PVC SDR21 Laterals (See Note 1) LF 580 $30 $17,400
19 Sodding SY $1.25 $0
20 Asphalt Restoration (3' Wide Trench) SY $28 $0
21 Concrete ~,:dewalk Replacement (5' Wide) SY $41 $0
22 Pump Station EA $40,000 $0
23 Subtotal $78,900
24 31 % contingency $24,459
25 Total $103,359
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 280 $60 $16,80(
2 Valve Pit EA 6 $5,500 $33,00(
3 Buffer Tank EA $15,000 $(
4 Sodding SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY 67 $28 $1 ,85~
6 Concrete Sidewalk Replacement (5' Wide) SY 6 $41 $24E
7 Pump Station EA $40,000 $(
8 Subtotal $51,90E
9 31 % contingency $16,091
10 Total $67,99E
G:IWATERWASTE\12004423 Stock Island Phase 21EngineeringlConceptual DesignlCost Estimate.xls
URS Corporation
Appendix ~ p
Capital Cost Estimates for Strateav #1 B Sewer Confiauration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Tropic Palms Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ONSITE ITEMS UNIT E~TIMATED UNIT PRICE P~:~::;:
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $0
2 8" PVC SDR 21 Vacuum Sewer LF $64 $0
3 6" PVC SDR 21 Vacuum Sewer LF $61 $0
4 4" PVC SDR 21 Vacuum Sewer LF $60 $0
5 10" Division Valves EA $2,296 $0
6 8" Division Valves EA $1,862 $0
7 6" Division Valves EA $1,726 $0
8 4" Division Valves EA $1,441 $0
9 Valve Pit EA $5,500 $0
10 Buffer Tank EA $15,000 $0
11 Manhole EA 2 $4,000 $8,000
12 Cleanout EA 3 $250 $750
13 4" PVC Force Main LF $30 $0
14 2" PVC Force Main LF $28 $0
15 8" PVC SDR21 Gravity Sewer Pipe LF 540 $75 $40,500
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $0
17 4" PVC SDR21 Gravity Sewer Pipe . LF 40 $50 $2,000
18 PVC SDR21 Laterals (See Note 1) LF 900 $30 $27,000
19 Sodding SY $1.25 $0
20 Asphalt Restoration (3' Wide Trench) SY $28 $a
21 Concrete Sidewalk -1eplacement (5' Wide) SY $41 $0
22 Pump Station EA $40,000 $0
23 Subtotal $78,250
24 31% contingency $24,258
25 Total $102,508
Notes:
1) Includes 10 LF for 4" Vent Pipe and BackfJow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 10 $60 $600
2 Valve Pit EA $5,500 $0
3 Buffer Tank EA 1 $15,000 $15,000
4 Sodding SY $1.25 $0
5 Asphalt Restoration (3' Wide Trench) SY 6 $28 $16f
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
7 Pump Station EA $40,000 $(
8 Subtotal $15,76
9 31 % contingency $4,88E
10 Total $20,654
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - P
Capital Cost Estimates for Strateqy #1 B Sewer Confiquration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Waters Edge Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ONSITE ITEMS UNIT ESTIMATED U.NIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3' 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF $60 $(
5 10" Division Valves EA $2,296 $(
6. 8" Division Valves EA $1,862 $(
7 6" Division Valves EA $1,726 $(
8 4" Division Valves EA $1,441 $(
9 Valve Pit EA $5,500 $(
10 Buffer Tank EA $15,000 $(
11 Manhole EA 14 $4,000 $56,00C
12 Cleanout EA 15 $250 $3,75C
13 4" PVC Force Main LF $30 $C
14 2" PVC Force Main LF $28 $C
15 8" PVC SDR21 Gravity Sewer Pipe LF 1180 $75 $88,50C
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $C
17. 4" PVC SDR21 Gravity Sewer Pipe LF $50 $C
18 PVC SDR21 Laterals (See Note 1) LF 1680 $30 $50,40C
19 Sodding SY $1.25 $C
20 . Asphalt Restoration (3' Wide Trench) SY $28 $C
21 Concrete Sidewalk ReplaCement (5' Wide) SY $41 $C
22 Pump Station EA $40,000 $C
23 Subtotal $198,65ll
24 31 % contingency $61 ,58~
25 Total $260,23"
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 430 $60 $25,80(
2 Valve Pit EA 14 $5,500 $77,00(
3 Buffer Tank EA $15,000 $(
4 Sodding SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY 133 $28 $3,691
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
7 Pump Station EA $40,000 $(
8 Subtotal $106,491
9 31% contingency $33,01 ~
10 Total $139,50~
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - P
Capital Cost Estimates for Strategy #18 Sewer Configuration
Project: Stock Island Sewer System Evaluation
Project Number: 12004423
Date: November 16, 2004
Property: Wood sons #1 and #2 Trailer Park
Prepared by: Jim Scheuerman
Reviewed by: Francisco Bohorquez
Approved by: David Burgstiner
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $C
2 8" PVC SDR 21 Vacuum Sewer LF $64 $C
3 6" PVC SDR 21 Vacuum Sewer LF $61 $C
4 4" PVC SDR 21 Vacuum Sewer LF $60 $C
5 10" Division Valves EA $2,296 $C
-
6 8" Division Valves EA $1,862 $C
7 6" Division Valves EA $1,726 $C
8 4" Division Valves EA $1,441 $C
-
9 Valve Pit EA $5,500 $C
10 .' Buffer Tank EA $15,000 $C
11 Manhole EA 2 $4,000 $8,00C
12 Cleanout EA 3 $250 $75C
13 4" PVC Force Main LF $30 $C
14 2" PVC Force Main LF $28 $C
. 15 8" PVC SDR21 Gravity Sewer Pipe LF 350 $75 $26,25C
16 6" PVC SDR21 Gravity Sewer Pipe LF $70 $C
17 4" PVC SDR21 Gravity Sewer Pipe LF 130 $50 $6,50C
18 PVC SDR21 Laterals (See Note 1) LF 600 $30 $18,00C
19 Sodding SY $1.25 $C
20 Asphail Restoration (3' Wide Trench) SY $28 $C
21 Concrete Sidewalk Replacement (E" Wide) SY $41 $C
22 Pump Station EA $40,000 $C
23 Subtotal $59,50C
24 31 % contingency $18,44E
25 Total $77,94E
Notes:
1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# OFFSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 0 $60 $C
2 Valve Pit EA 2 $5,500 $11,00C
3 4" PVC SDR21 Gravity Sewer Pipe LF 20 $50 $1,00C
4 Sodding SY $1.25 $C
5 Asphalt Restoration (3' Wide Trench) SY 4 $28 $111
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
7 Pump Station EA $40,000 $C
8 Subtotal $12,111
9 31 % contingency $3,75<1
10 Total $15,86E
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - Q
Caoital Cost Estimates for Alternative Wastewater Collection StrateQies
StrateQV #2 Parallel Force Main Cost Estimation Summary
Project: Sewer System Evaluation 2
Date: November 16, 2004
Date: November 16, 2004
Prepared by: Francisco Bohorquez
Reviewed by: David Burgstiner
Approved by: Michael Condran
# ROW l'ffiMS UNIT UNIT PRICE PRICE
.. .."", AJiea
..~
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF 1,770 $60 $106,20(
5 10" Division Valves EA $2,296 $(
6 8" Division Valves EA $1,862 $(
7 6" Division Valves EA $1 ,726 $(
8 4" Division Valves EA $1,441 $(
9 Valve Pit EA 17 $5,000 $85,00(
10 Buffer Tank EA 1 $15,000 $15,00(
11 Dual Buffer Tank EA $20,000 $
12 Manhole EA $4,000 $
13 6" PVC Force Main LF 3,000 $38 $114,00
14 4" PVC Force Main LF 750 $30 $22,50(
15 3" PVC Force Main LF $29 $(
16 2" PVC Force Main LF 620 $28 $17,36(
17 8" PVC SDR21 Gravity Sewer Pipe LF $75 $(
18 6" PVC SDR21 Gravity Sewer Pipe LF $70 $(
19 4" PVC SDR21 Gravity Sewer Pipe LF $50 $(
20 Sodding SY $1.25 $(
21 Asphalt Restoration SY $28 $(
22 Concrete Sidewalk Replacement SY $41 $(
23 Lift Station EA $40,000 $(
24 Subtotal $360,06(
25 31 % contingency $111,6H
26 Total ROW Costs EA $40,000 $471 ,67~
ROW cQmDOn\;!nts ReaL/ired to SUDD:ortthe 2!l Large Properties
24 Boyd's Campground $163,25(
25 Coconut Grove Trailer Park $53,18E
26 EI Mar RV Park $411,421
27 Gomez Trailer Park $22,481
28 Harbor Shores $29,76C
29 Hideaway Trailer Park $215,36~
30 Leo's Campground $74,14E
31 Liz Trailer Park $54,22E
Area East of Styron's (Lots 3 and 4
32 Maloney Avenue) $8,64E
33 Oceanside Marina $(
34 Ocean Spray Trailer Park $19,78~
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
# ROW<'l'ENlS UNIT ~~lll'Jl~IFE!D l:JNIT PRleE PRleE
.lw~mJn'
35 Overseas Trailer Park $5,47S
36 Pozzi's Trailer Park $8,64E
37 Roy's Trailer Park $1,82E
38 Stock Island Trailer Park $8,64E
39 Styrons Trailer Park $20, 17~
40 Sunhaven Trailer Park $54,22E
41 Tropic Palms Trailer Park $54,19C
42 Water's Edge Colony Trailer Park $54,22E
43 Woodsons #1 and #2 Trailer Park $614,791
44 Subtotal ROW Infrastructure $3,177,89~
45 Total ROW Estimate $3,649,571
# ONS.ITE ITEMS UNIT ESl'IMATED UNITPRleE PRleE
QUANTITY
. .
! S4itllTl;:lry of On-site e()~t~il!.r)~tc:!g~~t) I
'Area East of Styron's (Lots 3 and 4
46 Maloney Avenue) $2,68E
47 Boyd's Campground $153,75C
48 Coconut Grove Trailer Park $134,14<
49 EI Mar RV Park $69,69~
50 Gomez Trailer Park $38,38
51 Harbor Shores $55,341
52 Hideaway Trailer Park $44,30::
53 Leo's Campground $138,07L
54 Liz Trailer Park $56,06E
55 Oceanside Marina $58,89C
56 Ocean Spray Trailer Park $43,49~
57 Overseas Trailer Park $299,07.
58 Pozzi's Trailer Park $26,20C
59 Roy's Trailer Park $53,97.
60 Stock Island Trailer Park $31,44C
61 Styrons Trailer Park $51,221
62 Sunhaven Trailer Park $76,83"
63 Tropic Palms Trailer Park $96,8m
64 Water's Edge Colony Trailer Park $257,28<
65 Woodsons #1 and #2 Trailer Park $53,20C
66 Subtotal Property Costs $1,738,17.
67 TOTAL $5,387,74.
(1) Estimation for 20 properties see separate sheet
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - Q
Capital Cost Estimates for Alternative Wastewater Collection
Alternative 2 Cost Estimation 20 Properties
Project: Sewer System Evaluation 2 Prepared by: Francisco Bohorquez
Project Number: 12004423 Reviewed by: David Burgstiner
Date: November 16, 2004 Approved by: Michael Condran
P M I (L 3 &4)
roperty: a oney ots
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer' LF $68 $C
2 8" PVC SDR 21 Vacuum Sewer LF $64 $C
3 6" PVC SDR 21 Vacuum Sewer LF $61 $C
4 4" PVC SDR 21 Vacuum Sewer LF $60 $C
5 10" Division Valves EA $2,296 $
~ $1,862 $
6 8" Division Valves EA
7 6" Division Valves EA $1 ,726 $
8 4" Division Valves EA $1,441 $
9 Valve Pit EA $5,000 $(
10 . Buffer Tank EA $15,000 $(
11 Manhole EA $4,000 $(
12 4" PVC Force Main LF $30 $(
13 2" PVC Force Main LF $28 $
14 8" PVC SDR21 Gravity Sewer Pipe LF $75 $
15 6" PVC SDR21 Gravity Sewer Pipe LF $70 $
16 4" PVC SDR21 Gravity Sewer Pipe LF 35 $50 $1,75(
17 PVC SDR21 Laterals (See Note 1) . LF 10 $30 $30(
18 Sodding SY $1.25 $(
19 Asphalt Restoration (3' Wide Trench) SY $28 $(
20 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
21 Pump Station EA $40,000 $
22 Subtotal $2,05
23 31 % contingency $63
24 Total $2,686
Notes: (1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# ROW ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 10 $60 $60
2 Valve Pit EA 1 $6,000 $6,00
3 Buffer Tank EA $15,000 $(
4 Sodding SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY $28 $(
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
7 Pump Station EA $40,000 $(
8 Subtotal $6,60(
9 31 % contingency $2,04€
10 Total $8,646
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - Q
Capital Cost Estimates for Alternative Wastewater Collection StrateQies
Alternative 2 Cost Estimation 20 Properties
Project: Sewer System Evaluation 2
Project Number: 12004423
Date: November 16, 2004
Prepared by: Francisco Bohorquez
Reviewed by: David Burgstiner
Approved by: Michael Condran
Property: Boyd's Campqround
# ONS ITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF $60 $(
5 10" Division Valves EA $2,296 $
6 8" Division Valves EA $1,862 $
7 6" Division Valves EA $1,726 $
8 Pipe Bursting EA 1 $150,000 $150,00(
9 Valve Pit EA $5,000 $(
10 Buffer Tank EA $15,000 $(
11 Manhole EA $4,000 $(
12 4" PVC Force Main LF $30 $
13 2" PVC Force Main LF $28 $
14 8" PVC SDR21 Gravity Sewer Pipe LF 50 $75 $3,75
15 6" PVC SDR21 Gravity Sewer Pipe LF $70 $(
16 4" PVC SDR21 Gravity Sewer Piee LF $50 $(
17 PVC SDR21 Laterals (See Note 1) LF $30 $(
18 Sodding SY. $1.25 $(
19 Asphalt Restoration (3' Wide Trench) SY $28 $(
20 Concrete Sidewalk Replacement (5' Wide) SY $41 $
21 Pump Station EA $40,000 $
22 Subtotal $153,75
23 0% contingency (Work completed) $
24 Total $153,750
Notes: (1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# ROW ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF $60 $(
2 Valve Pit EA $6,000 $C
3 Buffer Tank EA $15,000 $(
4 2" PVC Force Main LF 1 $50,000 $50,OOC
5 Asphalt Restoration (3' Wide Trench) SY $28 $(
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
7 Pump Station, 8" PVC Gravity Sewer & Manhole EA 1 $113,250 $113,25C
8 Subtotal $163,250
9 0% contingency (Work completed) $C
10 Total $163,250
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - Q
Capital Cost Estimates for Alternative Wastewater Collection
Alternative 2 Cost Estimation 20 Properties
Project: Sewer System Evaluation 2 Prepared by: Francisco Bohorquez
Project Number: 12004423 Reviewed by: David Burgstiner
Date: November 16, 2004 Approved by: Michael Condran
P rt C t G T'I P k
rope y: oconu rove ral er ar
# ONSITE ITEMS UNIT ESTIMA TED UNIT PRICE PRICE
QUANTITY
.
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF $60 $(
5 10" Division Valves EA $2,296 $
6 8" Division Valves EA $1 ,862 $
7 6" Division Valves EA $1,726 $
8 4" Division Valves EA $1,441 $0
9 Valve Pit EA $5,000 $(
10 Buffer Tank EA $15,000 $(
11 Manhole EA 8 $4,000 $32,00(
12 4" PVC Force Main LF $30 $
13 2" PVC Force Main LF $28 $
14 8" PVC SDR21 Gravity Sewer Pipe LF $75 $
15 6" PVC SDR21 Gravity Sewer Pipe LF 270 $70 $18,90(
16 4" PVC SDR21 Gravity Sewer Pipe LF 430 $50 $21,500
17 PVC SDR21 Laterals (See Note 1) LF 1000 $30 $30,000
18 Sodding SY $1.25 $(
19 Asphalt Restoration (3' Wide Trench) SY $28 $(
20 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
21 Pump Station EA $40,000 $(
22 Subtotal $102,40C
23 31 % contingency $31,74L
24 Total $134,144
Notes: (1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# ROW ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 10 $60 $60(
2 Valve Pit EA $6,000 $(
3 Buffer Tank EA $15,000 $(
4 Sodding SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY $28 $(
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
7 Pump Station EA 1 $40,000 $40,00(
8 Subtotal $40,60(
9 31 % contingency $12,58E
10 Total $53,18E
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - Q
Capital Cost Estimates for Alternative Wastewater Collection
Alternative 2 Cost Estimation 20 Properties
Project: Sewer System Evaluation 2 Prepared by: Francisco Bohorquez
Project Number: 12004423 Reviewed by: David Burgstiner
Date: November 16, 2004 Approved by: Michael Condran
P EI M T 'I P k
roperty: ar ral er ar
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF $60 $(
5 10" Division Valves EA $2,296 $(
6 8" Division Valves EA $1,862 $(
7 6" Division Valves EA $1,726 $(
8 4" Division Valves EA $1 ,441 $
9 Valve Pit EA $5,000 $
10 Buffer Tank EA $15,000 $(
11 Manhole EA 2 $4,000 $8,00(
12 4" PVC Force Main LF $30 $(
13 2" PVC Force Main LF $28 $(
14 8" PVC SDR21 Gravity Sewer Pipe LF $75 $
15 6" PVC SDR21 Gravity Sewer Pipe LF 330 $70 $23,10
16 4" PVC SDR21 Gravity Sewer Pipe LF 130 $50 $6,50
17 PVC SDR21 Laterals (See Note 1) LF 520 $30 $15,60
18 Sodding . SY $1.25 $(
19 Asphalt Restoration (3' Wide Trench) SY $28 $(
20 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
21 Pump Station EA $40,000 $
22 Subtotal $53,20
23 31 % contingency $16,49
24 Total $69,69~
Notes: (1) Includes 10 LF for 4" Vent Pipe and Back/low Prevention Device
# ROW ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 30 $60 $1,80C
2 Valve Pit EA 2 $6,000 $12,00C
3 Buffer Tank EA 20 $15,000 $300,OO(
4 Sodding SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY 5 $28 $139
6 Concrete Sidewalk Replacement (5' Wide) SY 3 $41 $12~
7 Pump Station EA $40,000 $C
8 Subtotal $314,06~
9 31% contingency $97,35~
10 Total $411,421
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - Q
Capital Cost Estimates for Alternative Wastewater Collection
Alternative 2 Cost Estimation 20 Properties
Project: Sewer System Evaluation 2 Prepared by: Francisco Bohorquez
Project Number: 12004423 Reviewed by: David Burgstiner
Date: November 16, 2004 Approved by: Michael Condran
P rt G T'I P k
rope y: omez ral er ar ,
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $0
2 8" PVC SDR 21 Vacuum Sewer LF $64 $C
3 6" PVC SDR 21 Vacuum Sewer LF $61 $C
4 4" PVC SDR 21 Vacuum Sewer LF $60 $(
5 10" Division Valves EA $2,296 $
6 8" Division Valves EA $1,862 $
7 6" Division Valves EA $1,726 $
8 4" Division Valves EA $1 ,441 $(
9 Valve Pit EA $5,000 $0
10 Buffer Tank EA $15,000 $
11 Manhole EA 2 $4,000 $8,00
12 4" PVC Force Main LF $30 $
13 2" PVC Force Main LF $28 $
14 8" PVC SDR21 Gravity Sewer Pipe LF $75 $1
15 6" PVC SDR21 Gravity Sewer Pipe LF $70 $(
16 4" PVC SDR21 Gravity Sewer Pipe LF 210 $50 $10,50(
1/ PVC SDR21 Laterals (See Note 1) LF 360 $30 $10,800
18 Sodding SY $1.25 $(
19 Asphalt Restoration (3' Wide Trench) SY $28 $C
20 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
21 Pump Station EA $40,000 $(
22 Subtotal $29,30(
23 31 % contingency $9,08~
24 Total $38,38:3
Notes: (1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# ROW ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 80 $60 $4,80C
2 Valve Pit EA 2 $6,000 $12,00C
3 Buffer Tank EA $15,000 $C
4 Sodding SY $1.25 $C
5 Asphalt Restoration (3' Wide Trench) SY 13 $28 $361
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
7 Pump Station EA $40,000 $(
8 Subtotal $17,161
9 31 % contingency $5,32(
10 Total $22,481
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - a
Capital Cost Estimates for Alternative Wastewater Collection
Alternative 2 Cost Estimation 20 Properties
Project: Sewer System Evaluation 2 Prepared by: Francisco Bohorquez
Project Number: 12004423 Reviewed by: David Burgstiner
Date: . November 16, 2004 Approved by: Michael Condran
Property: Harbor Shores
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF $60 $0
,5 10" Division Valves EA $2,296 $C
6 8" Division Valves EA $1,862 $0
7 6" Division Valves EA $1,726 $
8 4" Division Valves EA $1,441 $1
9 Valve Pit EA $5,000 $1
10 Buffer Tank EA $15,000 $(
11 Conflict Manhole EA 2 $8,000 $16,OOC
12 4" PVC Force Main LF $30 $C
13 2" PVC Force Main LF $28 $(
14 8" PVC SDR21 Gravity Sewer Pipe LF 350 $75 $26,25
15 6" PVC SDR21 Gravity Sewer Pipe LF $70 $
16 4" PVC SDR21 Gravity Sewer Pipe LF $50 $
17 PVC SDR21 Laterals (See Note 1) LF $30 .'$(
18 Sodding SY $1.25 $C
19 Asphalt Restoration (3' Wide Trench) SY $28 $C
I SY $41 $(
20 Concrete Sidewalk Replacement (5' Wide)
21 Pump Station EA $40,000 $(
22 Subtotal $42,25<
23 31 % contingency $13,091
24 Total $5S,34B
Notes: (1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# ROW ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 40 $60 $2,40C
2 Valve Pit EA $6,000 $C
3 Dual Buffer Tank EA 1 $20,000 $20,OO(
4 Sodding SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY 7 $28 $19~
6 Concrete Sidewalk Replacement (5' Wide) SY 3 $41 $12~
7 Pump Station EA 1 $40,000 $40,00(
8 Subtotal $62,717
9 31 % contingency $19,442
10 Total $82,160
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - Q
Capital Cost Estimates for Alternative Wastewater Collection
Alternative 2 Cost Estimation 20 Properties
Project: Sewer System Evaluation 2 Prepared by: Francisco Bohorquez
Project Number: 12004423 Reviewed by: David Burgstiner
Date: November 16, 2004 Approved by: Michael Condran
P H'd T'I P k
roperty: I eway ral er ar
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $C
2 8" PVC SDR 21 Vacuum Sewer LF $64 $C
3 6" PVC SDR 21 Vacuum Sewer LF $61 $C
4 4" PVC SDR 21. Vacuum Sewer LF $60 $C
5 10" Division Valves EA $2,296 $<:
6 8" Division Valves EA $1,862 $
7 6" Division Valves EA $1,726 $
8 4" Division Valves EA $1 ,441 $
9 Valve Pit EA $5,000 $C
10 Buffer Tank EA $15,000 $(
11 Manhole EA 2 $4,000 $8,00
12 4" PVC Force Main LF $30 $
13- 2" PVC Force Main LF $28 $
14 8" PVC SDR21 Gravity Sewer Pipe LF $75 $
15 6" PVC SDR21 Gravity Sewer Pipe LF 200 $70 $14,00
16 4" PVC SDR21 Gravity Sewer Pipe LF 90 $50 $4,50C .
17 PVC SDR21 Laterals (See Note 1) LF 220 $30 $6,60C
18 Sodding SY $1.25 $C
19 jAsphalt Restoration (3' Wide Trench) SY 17 $28 , $472
20 Concrete Sidewalk Replacement (5' Wide) SY 6 $41 $24E
21 Pump Station EA $40,000 $(
22 Subtotal $33,8H
23 31 % contingency $10,48L
24 Total $44,302
Notes: (1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# ROW ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 40 $60 $2,40(
2 Valve Pit EA 2 $6,000 $12,00(
3 Buffer Tank EA 10 $15,000 $150,00
4 Sodding SY $1.25 $
5 Asphalt Restoration (3' Wide Trench) SY $28 $
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
7 Pump Station EA $40,000 $(
8 Subtotal $164,40(
9 31 % contingency $50,96~
10 Total $215,36~
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - Q
Capital Cost Estimates for Alternative Wastewater Collection
Alternative 2 Cost Estimation 20 Properties
Project: Sewer System Evaluation 2 Prepared by: Francisco Bohorquez
Project Number: 12004423 Reviewed by: David Burgstiner
Date: November 16, 2004 Approved by: Michael Condran
Property: Leo's Campground
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $C
2 8" PVC SDR 21 Vacuum Sewer LF $64 $C .
3 6" PVC SDR 21 Vacuum Sewer LF $61 $C
4 4" PVC SDR 21 Vacuum Sewer LF $60 $C
5 10" Division Valves EA $2,296 $
6 8" Division Valves EA $1 ,862 $
7 6" Division Valves EA $1,726 $1
8 4" Division Valves EA $1 ,441 $<
9 Valve Pit EA $5,000 $
10 Buffer Tank EA $15,000 $
11 Manhole EA 8 $4,000 $32,00
12 4" PVC Force Main LF $30 $C
- -
13 2" PVC Force Main LF $28 $(
14 8" pve SDR21 Gravity Sewer Pipe LF $75 $.c
15 6" PVC SDR21 Gravity Sewer Pipe LF 600 $70 $42,00C
16 4" PVC SDR21 Gravity Sewer Pipe LF 130 $50 $6,50
17 PVC SDR21 Laterals (See Note 1) LF 830 $30 $24,90
18 Sodding SY $1.25 $
19 Asph-.!t Restoration (3' Wide Trench) SY $28 '"
-Ii
20 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
21 Pump Station EA $40,000 $(
22 Subtotal $10S,40(
23 31 % contingency $32,67 L
24 Total $138,074
Notes: (1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# ROW ITEMS UNIT ESTIMA TED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 110 $60 $6,601
2 4" PVC SDR21 Gravity Sewer Pipe LF 200 $50 $10,00
3 Buffer Tank EA $15,000 $
4 Sodding SY $1.25 $
5 Asphalt Restoration (3' Wide Trench) SY $28 $(
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
7 Pump Station EA 1 $40,000 $40,00(
8 Subtotal $SG,GO(
9 31 % contingency $17,54E
10 Total $74, 14~
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - Q
Capital Cost Estimates for Alternative Wastewater Collection
Alternative 2 Cost Estimation 20 Properties
Project: Sewer System Evaluation 2 Prepared by: Francisco Bohorquez
Project Number: 12004423 Reviewed by: David Burgstiner
Date: November 16, 2004 Approved by: Michael Condran
P L' T '1 P k
roperty: IZ raler ar
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $C
2 8" PVC SDR 21 Vacuum Sewer LF $64 $C
3 6" PVC SDR 21 Vacuum Sewer LF $61 $C
4 4" PVC SDR 21 Vacuum Sewer LF $60 $C
5 10" Division Valves EA $2,296 $C
6, . 8" Division Valves EA $1,862 $
7 6" Division Valves EA $1 ,726 $
8 4" Division Valves EA $1 ,441 $
9 Valve Pit EA $5,000 $
10 Buffer Tank EA $15,000 $C
11 Manhole EA 2 $4,000 $8,00
12 4" PVC Force Main LF $30 $
13 2" PVC Force Main LF $28 $
14' 8" PVC SDR21 Gravity Sewer Pipe LF $75 $
15 6" PVC SDR21 Gravity Sewer Pipe LF 160 $70 $11,20C
16 4" PVC SDR21 Gravity Sewer Pipe LF 160 $50 $8,00C
17 PVC SDR21 Laterals (Se,: Note 1) LF 520 $30 $15,60C
18 Sodding SY $1.25 $C
19 Asphalt Restoration (3' Wide Trench) SY $28 $(
20 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
21 Pump Station EA $40,000 $C
22 Subtotal $42,80C
23 31 % contingency $13,26E
24 Total S5G,OGE
Notes: (1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# ROW ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 20 $60 $1 ,20C
2 Valve Pit EA $6,000 $(
3 Buffer Tank EA $15,000 $(
4 Sodding SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY 7 $28 $19L
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
7 Pump Station EA 1 $40,000 $40,00C
8 Subtotal $41,394
9 31 % contingency $12,832
10 Total $54,226
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - a
Capital Cost Estimates for Alternative Wastewater Collection
Alternative 2 Cost Estimation 20 Properties
Project: Sewer System Evaluation 2 Prepared by: Francisco Bohorquez
Project Number: 12004423 Reviewed by: David Burgstiner
Date: November 16, 2004 Approved by: Michael Condran
P 0 'd M .
roperty: ceansl e anna
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 . 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF i $60 $C
5 10" Division Valves EA $2,296 $
6 8" Division Valves EA $1,862 $
7 6" Division Valves EA $1,726 $
8 4" Division Valves EA $1,441 $C
9' Valve Pit EA $5,000 $C
10 Buffer Tank EA $15,000 $
11 Manhole EA $4,000 $
12 4" PVC Force Main LF $30 $
13 2" PVC Force Main LF 20 $28 $56(
14 8" PVC SDR21 Gravity Sewer Pipe LF $i'5 $(
15 6" PVC SDR21 Gravity Sewer Pipe LF $70 $C
16 4" PVC SDR21 Gravity Sewer Pipe LF $50 $
-.
17 PVC SDR21 Laterals (See Note 1) LF $30 $
18 Force Main Tie-in EA 1 $4,200 $4,20
19 Asphalt Restoration (3' Wide Trench) SY 7 $28 $19,
20 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
21 Pump Station EA 2 $20,000 $40,00(
22 Subtotal $44,95L
23 31 % contingency $13,93E
24 Total $58,89(J
Notes: (1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# ROW ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
.
1 4" PVC SDR 21 Vacuum Sewer LF $60 $(
2 Valve Pit EA $6,000 $(
3 Buffer Tank EA $15,000 $(
4 Sodding SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY $28 $0
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
7 Pump Station EA $40,000 $(
8 Subtotal $(
9 31 % contingency $(
10 Total $(
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - Q
Capital Cost Estimates for Alternative Wastewater Collection
Alternative 2 Cost Estimation 20 Properties
Project: Sewer System Evaluation 2 Prepared by: Francisco Bohorquez
Project Number: 12004423 Reviewed by: David Burgstiner
Date: November 16, 2004 Approved by: Michael Condran
P 0 S T'I P k
roperty: cean pray ral er ar
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF $60 $C
5 10" Division Valves EA $2,296 $C
6 8" Division Valves EA $1,862' $C
7 6" Division Valves EA $1,726 $C
8 4" Division Valves EA $1 ,441 $C
9 Valve Pit EA $5,000 $C
10 Buffer Tank EA $15,000 $C
11 Manhole EA . 2 $4,000 $8,00
1'2 4" PVC Force Main LF $30 $
13 2" PVC Force Main LF $28 $
14 8" PVC SDR21 Gravity Sewer Pipe LF $75 $C
15 6" PVC SDR21 Gravity Sewer Pipe LF 190 $70 $13,30C
4" PVC SDR21 Gravity Sewer Pipe $50 -
16 LF 10 $50
PVC SDR21 Laterals (See Note 1) $30 . --'---
17 LF 380 $11 ,40
18 Sodding SY $1.25 $
19 Asphalt Restoration (3' Wide Trench) SY $28 $
20 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
21 Pump Station EA $40,000 $(
22 Subtotal $33,20(
23 31 % contingency $1 0,29~
24 Total $43,492
Notes: (1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# ROW ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 45 $60 $2,70
2 Valve Pit EA 2 $6,000 $12,00
3 Buffer Tank EA $15,000 $
4 Sodding SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY 10 $28 $278
6 Concrete Sidewalk Replacement (5' Wide) SY 3 $41 $12~
7 Pump Station EA $40,000 $(
8 Subtotal $15,101
9 31 % contingency $4,681
10 Total $19,782
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - Q
Capital Cost Estimates for Alternative Wastewater Collection
Alternative 2 Cost Estimation 20 Properties
Project: Sewer System Evaluation 2 Prepared by: Francisco Bohorquez
Project Number: 12004423 Reviewed by: David Burgstiner
Date: November 16, 2004 Approved by: Michael Condran
Property: Overseas Trailer Park
# . ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
,
1 10" PVC SDR 21 Vacuum Sewer LF $68 $0
2 8" PVC SDR21 Vacuum Sewer LF $64 $0
3[. 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4. 4" PVC SDR 21 Vacuum Sewer LF 240 $60 $14,40
;. 5 10" Division Valves EA $2,296 $
6 '. . 8" Division Valves EA $1,862 , $
7 6" Division Valves EA $1 ,726 $(
8 4" Division Valves EA $1,441 $(
9 Valve Pit EA $5,000 $(
10 .' Buffer Tank EA $15,000 $1
11 . Manhole EA 11 $4,000 $44,00
12 4" E'VC Force Main LF $30 $
13 2" PVC Force Main LF $28 $0
14 8" PVC SDR21 Gravity Sewer Pipe LF $75 $0
15 6" PVC SDR21 Gravity Sewer Pipe LF 540 $70 $37,80
16 4" PVC SDR21 Gravity Sewer Pipe LF 720 $50 '$36,00
17 PVC SDR21 Laterals (See Note 1) LF 1870 $30 $56,10
I 18 Sodding SY $1.25 $1
19 Aspha!t Restoration (3' Wide Trench) SY $28 $C
20 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
21 , Pump Station EA 1 $40,000 $40,OOC
22 Subtotal $228,3OC
23 31 % contingency $70,7~
24 Total $299,073
Notes: (1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# ROW ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 60 $60 $3,60(
2 Valve Pit EA $6,000 $C
3 Buffer Tank EA $15,000 $(
4 Sodding SY $1,25 $(
5 Asphalt Restoration (3' Wide Trench) SY 21 $28 $58~
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
7 Pump Station EA $40,000 $I
8 Subtotal $4,18
9 31 % contingency $1,297
10 Total $5,471l
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - Q
Capital Cost Estimates for Alternative Wastewater Collection'
Alternative 2 Cost Estimation 20 Properties
Project: Sewer System Evaluation 2 Prepared by: Francisco Bohorquez
Project Number: 12004423 Reviewed by: David Burgstiner
Date: November 16, 2004 Approved by: Michael Condran
Property: Pozzi's #2 Trailer Park
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6"PVC SDR 21 Vacuum Sewer LF $61 , $(
-.
4 4" PVC SDR 21 Vacuum Sewer LF $60 $C
5 , 0" Division Valves EA $2,296 $C
6 8" Divi;;ion Valves EA $1 ,862 $€
-
7 6" Division Valves EA $1.726 $C
8 4" Division Valves EA . $1,441 $0
9 Valve Pit EA $5,000 $(
10 Buffer Tank EA $15,000 $(
11 Manhole EA 1 $4,000 $4,00(
12 4" PVC Force Main LF $30 $
13 2" PVC Force Main LF $28 , $
i
14 8" pve SDR21 Gravity Sewer Pipe LF $75 ' , $
-
15 6" PVC SDR21 Gravity Sewer Pipe LF 100 $70 $7,00C
.f--- ffVC SDR2) Gravity Sewer Pipe
16 LF 60 $50 $3,00C
17 PVC SDR21 Laterals (See Note 1) LF 200 $30 $6,00
18 ~odding SY $1.25 I $
- -- .
19 Asphalt Restoration (3' Wide Trench) SY $28 $
20 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
21 Pump Station EA $40,000 $
22 Subtotal $20,00
23 31 % contingency $6,201
24 Total $26,20
-
Notes: (1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# ROW ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 10 $60 $60(
2 Valve Pit EA 1 $6,000 $6,00(
3.. Buffer Tank EA $15,000 $(
4 Sodding SY $1,25 $(
5 Asphalt Restoration (3' Wide Trench) SY $28 $0
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
7 Pump Station EA $40,000 $(
8 Subtotal $6,60C
9 31 % contingency $2,04E
10 Total $8,64€
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - Q
Capital Cost Estimates for Alternative Wastewater Collection
Alternative 2 Cost Estimation 20 Properties
. Project: Sewer System Evaluation 2 Prepared by: Francisco Bohorquez
Project Number: 12004423 Reviewed by: David Burgstiner
Date: November 16, 2004 Approved by: Michael Condran
P R' T '1 P k
roperty: oys ral er ar
ESTIMATED I
# ONSITE ITEMS UNIT QUANTITY UNIT PRICE PRIC~
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR21 Vacuum Sewer LF $64 $(
3 . 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF 20 $60 $1,20C
5 . . 10" Division Valves EA $2,296 $(
6. 8" Division Valves EA $1,862 $
7 6" Division Valves EA $1 ,726 $
! 8 4" Division Valves EA $1 ,441 $
9 Valve Pit EA $5,000 $C
10 ".' Buffer Tank EA $15,000 $
11 . Manhole EA $4,000 $
12 . 4" PVC Force Main LF $30 $
13 2" PVC Force Main LF $28 $C
14 8" pVC SDR21 Gravity Sewer Pipe LF $75 -~
1'5 6" PVC SDR21 Gravity Sewer Pipe LF $70 $(
16 4" PVC SDR21 Gravi~y Sewer Pipe LF $50 $C
17 PVC SDR21 Laterals (See Note 1) LF , $30 $
18 Soc'.iing SY $1.25 '$
Asphalt Restoration (3' Wide Trench) SY $28 -~
19 $
20 Concrete Sidewalk Replacement (5' Wide) SY $41 $( .
21 Pump Station (Upgraded) EA 1 $40,000 $40,00
22 Subtotal $41,20
23 31 % contingency $12,77
24 Total $53,912
Notes: (1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# ROW ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 20 $60 $1,200
2 Valve Pit EA $6,000 $0
3 Buffer Tank EA $15,000 $(
4 Sodding SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY 7 $28 $19~
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
7 Pump Station EA $40,000 $C
8 Subtotal $1,39.:1
9 31 % contingency $43~
10 Total ~1 ,atE
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - Q
Capital Cost Estimates for Alternative Wastewater Collection
Alternative 2 Cost Estimation 20 Properties
Project: Sewer System Evaluation 2 Prepared by: Francisco Bohorquez
Project Number: 12004423 Reviewed by: David Burgstiner
Date: November 16, 2004 Approved by: Michael Condran
Property: Stock Island Trailer Park
~
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" pve SDR 21 Vacuum Sewer LF $61 $(
4 4" PVC SDR 21 Vacuum Sewer LF $60 $(
5 10" Division Valves EA $2,296 $
6 8" Division Valves EA $1,862 $
7 6" Division Valves EA $1,726 $
8 4" Division Valves EA $1 ,441 $(
9 Valve Pit EA $5,000 $(
10 Buffer Tank EA $15,000 $(
11 Manhole EA 1 $4,000 $4,00C
12 4" PVC Force Main LF $30 $(
-
13 2" PVC Force Main LF $28 $C
14 8" PVC SDR21 Gravity Sewer Pipe LF $75 $C
15 6" PVC SDR21 Gravity Sewer Pipe LF 140 $70 $9,80
16 4" pve SDR21 Gravity Sewer Pipe LF 60 $50 $3,00
17 PVC SDR21 Laterals (See Note 1) LF 240 $30 $7,20
18 Sodding SY $1.25 $(
19 Asphalt Restoration (3' Wide Trench) SY $28 $(
20 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
21 Pump Station EA $40,000 $
22 Subtotal $24,00
23 31 % contingency $7,44
24 Total $31,440
Notes: (1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# ROW ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 10 $60 $60C
2 Valve Pit EA 1 $6,000 $6,00C
3 Buffer Tank EA $15,000 $C
4 Sodding SY $1.25 $C
5 Asphalt Restoration (3' Wide Trench) SY $28 $C
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
7 Pump Station EA $40,000 $C
8 Subtotal $6,60
9 31 % contingency $2,04
10 Total $8,64
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - Q
Capital Cost Estimates for Alternative Wastewater Collection
Alternative 2 Cost Estimation 20 Properties
Project: Sewer System Evaluation 2 Prepared by: Francisco Bohorquez
Project Number: 12004423 Reviewed by: David Burgstiner
Date: November 16, 2004 Approved by: Michael Condran
PST '1 P k
roperty: tyror:s ral er ar "
, ESTIMATED
# ONSITE ITEMS UNIT QUANTITY UNIT PRICE PRICE
1 10" PVC SDH21 Vacuum Sewer ; LF $68 $(
2 8" pve SDR 21 Vacuum Sewer LF $64 . $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4 4" pve SDR 21 Vacuum Sewer LF $60 $(
5 10" Division Valves EA $2,296 $(
6 8" Division Valves . EA $1,862 $
7 6" Division Valves EA $1,726 $
8 4" Division Valves EA $1 ,441 $
9 Valve Pit EA $5,000 $(
10 Buffer Tank EA $15,000 $(
11 Manhole EA 4 $4,000 $16,00
12 4" PVC Force Main LF $30 $
13 2" PVC Force Main LF $28 $
14 8" PVC SDR21 Gravity Sewer Pipe LF $75 $(
15 6" PVC SDR2~Gravity Sewer Pipe LF 140 $70 $9,8OC
~6 4" pve SDR21 Gravity Sewer Pipe LF 80 $50 $4,00
1",7., PVC SDR21 Laterals (See Note 1) LF 310 $30 . $9,30
18 Sodding SY $1.25 $
19 Asphalt Restoration (3' Wide Trench) SY $28 $(
20 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
21 Pump Station EA $40,000 $C
22 Subtotal $39,1OC
23 31 % contingency $12,121
24 Total $51,221
Notes: (1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# ROW ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 50 $60 $3,00(
2 Valve Pit EA 2 $6,000 $12,00(
3 Buffer Tank EA $15,000 $(
4 Sodding SY $1.25 $C
5 Asphalt Restoration (3' Wide Trench) SY 10 $28 $21E
6 Concrete Sidewalk Replacement (5' Wide) SY 3 $41 $12~
7 Pump Station EA $40,000 $C
8 Subtotal $15,401
9 31 % contingency $4,774
10 Total $20,175
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - Q
Capital Cost Estimates for Alternative Wastewater Collection
Alternative 2 Cost Estimation 20 Properties
Project: Sewer System Evaluation 2 Prepared by: Francisco Bohorquez
Project Number: 12004423 Reviewed by: David Burgstiner
Date: November 16, 2004 Approved by: Michael Condran
P S h T'I P k
"
roperty: un aven rai er ar
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 21 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 . $(
4 4" PVC SDR 21 Vacuum Sewer . LF $60 $C
5' 10" Division Valves EA $2,296 $C
'6 - $1,862 $C
8" Division Valves EA
. 7 . 6" Division Valves EA $1,726 $C
8 4" Division Valves EA $1 ,441 $
9 Valve Pit EA $5,000 $
10 . , Buffer Tank EA $15,000 $
11 Manhole EA 3 $4,000 $12,00
12 4" PVC Force Main LF $30 $C
13. 2" PVC Force Main LF $28 $0
14 8" PVC SDR21 Gravity Sewer Pipe LF 390 $75 $29,25C
15 6" PVC SDR21 Gravity Sewer Pipe LF $70 $(
16 4" PVC SDR21 Gravity Sewer Pipe LF $50 ~
17 PV:':: SDR21 Laterals (See Note 1) LF 580 $30 $1 "t,4OC
18 Sodding SY $1.25 $C
19 Asphalt Restoration (3' Wide Trench) SY $28 $C
20 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
21 Pump Station EA $40,000 $(
22 Subtotal $58,65C
23 31 % contingency $18,18~
24 Total $76,83~
Notes: (1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# ROW ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC Force Main LF 40 $30 $1,20
2 Valve Pit EA $6,000 $
3 Buffer Tank EA $15,000 $
4 Sodding SY $1.25 $
5 Asphalt Restoration (3' Wide Trench) SY 7 $28 $19
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
7 Pump Station EA 1 $40,000 $40,00(
8 Subtotal $41,3~
9 31 % contingency $12,83~
10 Total $54,22E
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - Q
Capital Cost Estimates for Alternative Wastewater Collection
Alternative 2 Cost Estimation 20 Properties
Project: Sewer System Evaluation 2 Prepared by: Francisco Bohorquez
Project Number: 12004423 Reviewed by: David Burgstiner
Date: November 16, 2004 Approved by: Michael Condran
PT' PIT '1 P k
roperty: roplC ams ral er ar
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF '. $68 $0
2 8" PVC SDR .21 Vacuum Sewer LF $64 $0
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
4,. 4" PVC SDR '21 Vacuum Sewer LF $60 $(
5 10" Division Valves EA $2,296 $(
6 8" Division Valves EA $1,862 $
7 6" Division Valves EA $1,726 $
8 4" Division Valves EA $1 ,441 $
9 Valve Pit EA $5,000 $
10 Buffer Tank EA $15,000 $
11 . Manhole EA 4 $4,000 $16,00
12 4" PVC Force Main LF $30 $
13 2" PVC Force Main LF $28 $
14 8" PVCSDR21 Gravity Sewer Pipe LF 460 $75 $34,50(
15 6" PVC SDR21 Gravity Sewer Pipe LF $70 $(
16 4" PVC SDR21 Gravity Sewer Pipe LF $50 $(
17 PVC SDR2.1 Laterals (See Note 1) LF 780 $30 $23,40
18 Sodding SY $1.25 $
19 Asphalt Restoration (3' Wide Trench) SY $28 $
20 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
21 Pump Station EA $40,000 $C
22 Subtotal $73,90
23 31 % contingency $22,90
24 . Total $96,80
Notes: (1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# ROW ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 20 $60 $1,200
2 Valve Pit EA $6,000 $0
3 Buffer Tank EA $15,000 $0
4 Sodding SY $1.25 $0
5 Asphalt Restoration (3' Wide Trench) SY 6 $28 $16,
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $
7 Pump Station EA 1 $40,000 $40,00
8 Subtotal $41 ,36
9 31 % contingency $12,82.<1
10 Total $54,19C
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - Q
Capital Cost Estimates for Alternative Wastewater Collection
Alternative 2 Cost Estimation 20 Properties
Project: Sewer System Evaluation 2 Prepared by: Francisco Bohorquez
Project Number: 12004423 Reviewed by: David Burgstiner
Date: November 16, 2004 Approved by: Michael Condran
P k
Property: Waters Edqe Trailer ar
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $(
2 8" PVC SDR 2.1 Vacuum Sewer LF $64 $(
3 6" PVC SDR 21 Vacuum Sewer LF $61 $(
-
4 4" PVC SDR 21 Vacuum Sewer LF $60 $(
5 10" Division Valves EA $2,296 $
6 8" Division Valves EA $1,862 $
7 6" Division Valves EA $1,726 $
8 4" Division Valves EA $1 ,441 '$
9 Valve Pit EA $5,000 $
10 Buffer Tank .. EA $15,000 $
11 Manhole EA 15 $4,000 $60,00
12 4" PVC Force Main LF $30 $
13 2" PVC Force Main LF $28 $
14 8" PVC SDR21; Gravity Sewer Pipe LF $75 $
15 6" PVC SDR21, Gravity Sewer Pipe LF 600 $70 $42,00
16 4" PVC SDR21 Gravity Sewer Pipe . LF 850 $50 $42,50
17 PVC SDR21 Laterals (See Note 1) LF 1730 $30 $51,90
18 Sodding SY $1.25 $
19 Asph .'It Restoration (3' Wide Trench) SY $28 '"
ill
20 Concrete Sidewalk Replacement (5' Wide) SY $41 $0
21 Pump Station EA $40,000 $(
22 Subtotal $196,40(
23 31 % contingency $60,88'
24 Total $257,28~
Notes: (1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# ROW ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 20 $60 $1 ,20(
2 Valve Pit EA $6,000 $(
3 Buffer Tank EA $15,000 $(
4 Sodding SY $1.25 $(
5 Asphalt Restoration (3' Wide Trench) SY 7 $28 $19~
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
7 Pump Station EA 1 $40,000 $40,00C
8 Subtotal $41,394
9 31 % contingency $12,832
10 Total $54,226
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Appendix - Q
Capital Cost Estimates for Alternative Wastewater Collection.
Alternative 2 Cost Estimation 20 Properties
Project: Sewer System Evaluation 2 Prepared by: Francisco Bohorquez
Project Number: 12004423 Reviewed by: David Burgstiner
Date: November 16, 2004 Approved by: Michael Condran
Property: Woodsons #1 and #2 Trailer Park
# ONSITE ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 10" PVC SDR 21 Vacuum Sewer LF $68 $C
.
2 8" PVC SDR 21 Vacuum Sewer LF $64 $C
3 6" PVC SDR 21 Vacuum Sewer LF : $61 $C
4 4" PVC SDR 21 Vacuum Sewer LF $60 $C
5 10" Division Valves EA $2,296 $C
6' 8" Division Valves EA $1 ,862 $C
7 6" Division Valves EA $1,726 $
8 4" Division Valves EA $1 ,441 $
9 Valve Pit EA $5,000 $
10 Buffer Tank EA $15,000 $C
11 Manhole EA 3 $4,000 $12,00C
12 4" PVC Force Main LF $30 $C
13 2" PVC Force Main LF $28 $
14 8" PVC SDR21 Gravity Sewer Pipe LF $75 $
15 6" PVC SDR21 Gravity Sewer Pipe LF $70 $
16 4" PVC SDR21 Gravity Sewer Pipe LF 500 $50 $25,00C
17 PVC SDR21 Laterals (See Note 1) LF 540 $30 $16,20
18 Sodding SY $1.25 $
19 Asphalt Restoration (3' Wide Trench) SY $28 $
20 Concrete Sidewalk Replacement (5' Wide) SY $41 $C
21 Pump Station EA $40,000 $C
22 Subtotal $53,20(J
23 31 % contingency $16,492
24 Total $69,692
Notes: (1) Includes 10 LF for 4" Vent Pipe and Backflow Prevention Device
# ROW ITEMS UNIT ESTIMATED UNIT PRICE PRICE
QUANTITY
1 4" PVC SDR 21 Vacuum Sewer LF 20 $60 $1,20C
2 Valve Pit EA 3 $6,000 $18,00C
3 Buffer Tank EA 30 $15,000 $450,00C
4 Sodding SY $1.25 $C
5 Asphalt Restoration (3' Wide Trench) SY 4 $28 $111
6 Concrete Sidewalk Replacement (5' Wide) SY $41 $(
7 Pump Station EA $40,000 $(
8 Subtotal $469,311
9 31 % contingency $145,48E
10 Total $614,79/
G:\WATERWASTE\12004423 Stock Island Phase 2\Engineering\Conceptual Design\Cost Estimate.xls
URS Corporation
Annual O&M Cost Estimate
Project: Stock Island Sewer System Evaluation
Project #: 12004423
Strategy #1 A: On-Site Vacuum Collection
1 Vacuum Station
2 Routine Maintenance 260 $65.00 $16,900
3 Preventative Maintenance 100 $65.00 $6 500
4 Service Calls 40 $65.00 $2,600
5 PiDina System
6 Routine Maintenance 0 $65.00 $0
7 Preventative Maintenance 40 $65.00 $2,600
8 Service Calls 40 $65.00 $2 600
9 Vacuum Valves
10 Routine Maintenance 0 $65.00 $0
11 Preventative Maintenance 204 $65.00 $13,260
12 Service Calls 204 $65.00 $13,260
13 Subtatal Labor 888 $57 720
14 Vaccum Blowers 56 2137 $0.085 $10,165
15 Wastewater Transfer PumDs 56 959 $0.085 $4,562
16 Miscellaneous Loads 1.2 8760 $0.085 $917
17 Subtotal Pawer $15644
18 Vacuum Station
19 Vacuum Pumas $15,800 4 15 $4,213
20 Sewaae Pumas $7,000 2 15 $933
21 Collection Tank $9,650 1 15 $643
22 Control Panel $10,000 1 20 $500
23 Misc. EauiD $2,000 1 15 $133
24 Vacuum Valve Assemblies
25 Vacuum Valves $20.00 204 10 $408
26 Controller $40.00 204 7 $1,166
27 Misc. Parts $20.00 204 10 $408
28 Subtatal Equipment/Materials $8 405
Ir:r......,..,.<. i.F'......."..<".<.'...F .,...<. , 'F...,..... i<'<'.<<' <<..., ;,
29 Total Annual O&M Casts $81.769
30 10% Continaencv Factor $8,177
31 Estimated Annual O&M Costs I $89,946
Total Annual O&M Casts
Factor
Estimated Annual O&M Costs
Total Annual O&M Costs
$99 34
URS
o and M Cost Estimate Revised.xls
Annual O&M Cost Estimate
Project: Stock Island Sewer System Evaluation
Project #: 12004423
Strategy #1 B: Off-Site Vacuum Collection
," '"D'V<
1 Vacuum Station
2 Routine Maintenance 260 $65.00 $16,900
3 Preventative Maintenance 100 $65.00 $6,500
4 Service Calls 40 $65.00 $2,600
5 Pipin!l Svstem
6 Routine Maintenance 0 $65.00 $0
7 Preventative Maintenance 40 $65.00 $2 600
8 Service Calls 40 $65.00 $2,600
9 Vacuum Valves
10 Routine Maintenance 0 $65.00 $0
11 Preventative Maintenance 204 $65.00 $13,26(
12 Service Calls 204 $65.00 $13,260
13 Subtotal Labor 888 $57 720
f
14 Vaccum Blowers 56 2137 $0.085 $10,165
15 Wastewater Transfer Pumps 56 959 $0.085 $4,562
16 Miscellaneous Loads 1.2 8760 $0.085 $917
17 Subtotal Power $15644
18 Vacuum Station
19 Vacuum Pumps $15,800 4 15 $4,213
20 Sewa!le Pumps $7,000 2 15 $933
21 Collection Tank $9,650 1 15 $643
22 Control Panel $10,000 1 20 $500
23 Misc. EQuip $2,000 1 15 $133
24 Vacuum Valve Assemblies
25 Vacuum Valves $20.00 204 10 $408
" 26 Controller $40.00 204 7 $1,166
27 Misc. Parts $20.00 204 10 $408
28 Subtotal EauiDmentlMaterials ..,).;.)~
,)}u) ( )..... ){(.).. H~Qm
29 Total Annual O&M Casts I I $81.769
30 10% ContinQencv Factor I I $8,ln
31 Estimated Annual O&M Costs I I $89 946
URS
o Cost Estimate Revised.xls
Annual O&M Cost Estimate
Project: Stock Island Sewer System Evaluation
Project N: 12004423
Strategy #2: Parallel Forcemain System
1 Vacuum Station
2 Routine Maintenance 260 $65.00 $16,900
3 Preventative Maintenance 100 $65.00 $6,500
4 SelVice Calls 40 $65.00 $2,6OC
5 Piping System
6 Routine Maintenance 0 $65.00 $C
7 Preventative Maintenance 40 $65.00 $2~
8 SelVice Calls 40 $65.00 $2,6OC
9 Vacuum Valves
10 Routine Maintenance 0 $65.00 $0
11 Preventative Maintenance 111 $65.00 $7,215
12 SelVice Calls 111 $65.00 $7,215
.:,:.,
.ij tem,;@
14 Vaccum Blowers 56 959 $0,085 $4,562
15 Wastewater Transfer PumpS 1.2 8760 $0.085 $917
16 Miscellaneous Loads 1 8760 $0.085 $74~
17 Subtotal Power $6 223
If..eiltla_f .tlJJJJfaftaiM:;Co'ltThfi\]i
18 Vacuum Station
19 Vacuum PumpS $15,800 4 15 $4,213
20 Sewaae PumpS $7,000 2 15 $933
21 Collection Tank $9,650 1 15 $643
22 Control Panel $10,000 1 20 $5OC
23 Misc. Eauio $2,000 1 15 $133
24 Vacuum Valve Assemblies
25 Vacwm Valves $20.00 111 10 $222
26 Controller $40.00 111 7 $634
27 Misc. Parts $20.00 111 10 $222
28 Subtatal Eauipment/Materlals $7,502
>> :iiXt"Vii
29 Total Annual O&M Costs) I $59,355
30 10% Continaencv Factor I ) $5,936
31 Estimated Annual O&M Costsl I $65,291
9
10
11
12
13
14
15
16
Total Annual O&M Costs
10% Cantin enc Factor
Estimated Annual O&M Costs
Total Annual O&M Costs
$48474
$4,847
$53 321
Assumptions and Calculations for O&M Cost Estimates
Labor Reauirements
1. Use maximum number of hours as estimated by AIRVAC for each labor requirement due to the relative size and location of the existing system
2. Refer to supporting documentation regarding the range of potential man hours required for each type of maintenance activity.
Power Reauirements
1. Each vacuum blower has a 25HP drive, total of three available for normal operation. These pumps have a flat operating curve.
2. Each submersible transfer pump has a 20HP drive, and uses 15.9HP at its operating point.
3. Power for the vacuum pumps and submersible transfer pumps were estimated as follows:
Strategy #1
Vacuum Pumos
Tatal power af three pumps Is 25 HP . 3 =
Tatal flow produced by the three pumps is 455 CFM . 3 =
HP
75
kW
55.95
CFM
1365
Average Quantity af Wastewater Transferred through System =
(During the 20-year planning period)
(Future Average Flow + Current Average Flow)/2
(247,000 gpd + 164,000 gpd)/2 = 205,000 gpd
Duty cycle of vacuum pumps: [(Sewage Q (gpd) . A:L Ratio) / (0.4 . Total Rated Pump Capacity)]
Sewage Q = 205000 gpd
A:L = 7 Air-to-Liquid Ratio = 7 (Per AIRVAC)
Pump Capacity = 1365 CFM
Duty Cycle = 0.244003 days = 5.856072 haurs
Annual Blower Run Time = 2137.466 hours
The estimated annual blower run time was multiplied by the total pump power to compute kW-hrs per year
Submersible Transfer Pumos
(Average Wastewater Transfer Rate / Capacity of Wastewater Transfer Pumps) . 15.9kW . (24 hrslday * 365 days/year)
Average Wastewater Transfer Rate = 205,000 gpd = 142.3611 gpm
Capacity of Wastewater Transfer Pumps = 825 gpm
Average Power Used by Pumps = 2.743687 kW
Annual Run Times 8760 haurs
(Note: The power used represents the capacity of the pumps at their operating point. Confirmed by AIRV AC.)
Strategy #2
Wastewater Flaw Division Between Vacuum System and Force Main System
System Future Current Median
Vacuum 99,000 86,000 92,000
Force Main 148,000 78,000 113,000
Total 247,000 164,000 205,000
Vacuum Pumos
Total power of three pumps is 25 HP' 3 =
Total flow produced by the three pumps is 455 CFM . 3 =
HP
75
kW
55.95
CFM
1365
Average Quantity of Wastewater Transferred through System =
(During the 20-year planning period)
(Future Average Flow - Current Average Flow)/2
(99,000 gpd + 86,000 gpd)/2 = 92,000 gpd
Duty cycle of vacuum pumps: [(Sewage Q (gpd) . A:L Ratio) / (0.4 * Total Rated Pump Capacity)]
Sewage Q = 92,000 gpd
A~= 7
Pump Capacity = 1365
Duty Cycle = 0.109504 days = 2.628091 hours
Annual Blower Run Time = 959.2532 hours
The estimated annual blower run time was multiplied by the total pump power to compute kW-hrs per year
Submersible Transfer Pumos Ifor vacuum svstem)
(Average Wastewater Transfer Rate / Capacity of Wastewater Transfer Pumps) . 15.9kW . (24 hrs/day . 365 dayslyear)
Average Wastewater Transfer Rate = 92000 gpd = 63.88889 gpm
Capacity of Wastewater Transfer Pumps = 825 gpm
Average Power Used by Pumps = 1.231313 kW
(Note: The power used represents the capacity of the pumps at their operating point. Confirmed by AIRVAC.)
Submersible Transfer Pumps (for Pump Stations)
Total Number of Pump Stations =
Total Pumps per Station =
Pumps for Normal Duty =
Average WW Flow =
Estimated Average Force Main Pressure =
Pumping Efficiency =
Total Power Estimate =
16
2
1
113,000 gpd
60 psi
0.5 %
5.475126 HP
4.084444 kW
(Basis for ReplacemenllMaintenance)
(Basis for Power)
0.175 cfs
138 feet
EauiDment Reauirements
1. Adopted AIRVAC recommended replacement intervals and unit costing for each equipment component.
2. Refer to supporting documentation regarding the equipment replacement costs and Intervals.