    [From the U.S. Government Printing Office, www.gpo.gov]

                      Coastal Zone

                     information
                         Center                                                                                March 1977

                                                                          State of Rhode Island
                                 Department of Economic Development

                                                                                              D                20

                                                                                                        12023

                                                                                                  D

                                                                                           Facilities Study

                                                                                         KEYES ASSOCIATES
                                                                   architects /engineers / planners
                             'One
                               on
                      oasta0q3l
                         rrna
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                         1q3 P er

                                                           4V6(,                        h
    Rhode Island, Department of Economic Development

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                                           4P.

                        FACILITIES STUDY FOR QUONSET POINT TECHNICAL PARK

                                           FINAL REPORT

                      "This study was financed in part by a technical assistance
                     grant awarded the State of Rhode Island by the Economic
                     Development Administration."

                                        PREPARED FOR THE
              LL

                        RHODE  ISLAND DEPARTMENT OF ECONOMIC DEVELOPMENT

                                                BY

               4=4
                        KEYES ASSOCIATtS-ARCHITECTS/ENGINEERS/P.LANNERS

                                     US Department of Commerce
                                 NOAA Coastal Services Center Library
                                      2234 South Hobson Avenue
                                      Charleston, SC 29405-2413

                                           MARCH 1977
                           The preparation of this plan was financed in
                           part by a planning grant from the National
                           Oceanic and Atmospheric Administration, under
                           the provisions of the Coastal Zone Management
                                                 -583), through the
                           Act of 1972 (Public Law 92
                           Intergrated Grant Administration Program. The
                           contents do not necessarily reflect the official
                           view's or policies of the sponsoring agencies.
                                                   't, 0@

                           This publication is based upon publicly-
                           supported research and may not be copyrighted.
                           It may be reprinted, in part or in full, with
                           the customary crediting of the source.

                                                                                                                                       321 South Main Street            Senior Associates

                                                                                                                                       Telephone 401861-2900            James L. Bell, PE
                                                                                                                                       Providence, R.I. 02903           Lewis J. Bain, PE

                                                                                                                                                                        Pasquale Codola,, PE
                                                                                                                                       Other Offices. Waltham,          Howard E. Crooks, PE
                                                                                                                                       Wethersfield, Nashua             David 1. Grist, AIA
                                                                                                                                                                        Associates
                                                                                                                                       Partners                         Richard H. Casale, AIA
                                                                                                                                       Fenton G. Keyes, PE              PeterHuie,PE
                                                                                                                                       Henry E. Bilodeau, PE            Len Kuhn,.ASID, 16D
                                          Keyes Associates -Architects/ Engineers/ Planners                                            Walter 1. Keyes, PE              Robert J. McCormick, PE
                                                                                                                                       Ernest E. Kirwan, AIA            James R. Miller, PE
                                                                                                                                       Leonard N. Buckler, PE           Richard J. Philips, PE
                                                                                                                                                                        Domenic Procaccini, PE
                                               March 28, 1977                                                                                                           Glenn C. Reeves, AIA
                                               "Our Twenty-SiXth Year"                                                                                                  Consultant
                                                                                                                                                                        Raymond C. Murphy, PE

                                               Rhode Island Department
                                                    of Economic Development
                                               One Weybosset Hill
                                               Providence, Rhode Island 02903

                                               Attention: Mr. James 0. Roberson, Executive Director
                                                                            R.I. Port Authority and Economic Development
                                                                            Corporation

                                               Gentlemen:

                                               In accordance with our contract with the State of Rhode
                                               Island and as modified in the Rhode Island Department of
                                               Economic,'Development Project Analysis Worksheet, we are
                                               pleased to submit the following final report of the."Quonset
                                               Point Technical Park Facilities Plan."

                                               This report provides a comprehensive Land Use Study;
                                               investigation and inventory of all existing structures;
                                               compilation and study of all available soils information;
                                               a study and preliminary layout of proposed highway and
                                            .rail transportation systems; a study and preliminary-
                                               development schemes of the Port Facilities; a study of
                                               the existing airport; and construction cost estimate for
                                               the three final Land Use Scenarios as agreed upon by your
                                               staff.

                                               We are most appreciative of the opportunity to perform
                                               this service and wish to acknowledge the courtesy, cooperation,
                                               and assistance rendered to members of our firm by yourself,
                                               your staff-, members                          ' of the Task Force and The Rhode Island
                                               Port Authority and Economic Development Corporation Planning
                                               Committee in the preparation of this report.

                                               Very truly yours,

                                               KEYES ASSOCIATES                                                                          KEYES ASSOCIATES

                                               Leonard N. Buckler                                                                         Dale S. Plante
                                           KEY1

                                               Partner                                                                                   Project Manager

                                               LNB/DSP:gd

                                                                                Key6s Associates

                 INTRODUCTION

                 The three Development    Scenarios,included in;, this Report  and their
                 various land use options represent the culmination of the Facilities
                 Study element of the Master Development Plan for Quonset Point
                 Technical Park. Two additional elements of study for the Master
                 Development Plan include; 1) an environmental assessment being
                 prepared by the Coastal Resources Center at the University of
                 Rhode1sland, and 2) a socio-economic assessment being prepared
                 by Gladstone Associates.

                 It is important to note that these scenarios represent the final
                 product of two years of marketability studiesp and ten-months of
                 Master Development Planning. Our Schedule.inc.luded eight meetings
                 of the Master Development Plan, Task Force, five public meetings
                 which were held at intervals of four to six weeks during the ten
                 month study period, and numerous working sessions between Depart-
                 ment of Economic Development personnel and the staffs of the three
                 elements of study. In addition, on-site inspections of petroleum
                 related facilities, modern technical/industrial parks and airport
                 related industrial parks were conducted. Additional information
                 was collected when, in September 1976, the Coastal Resources
                 Management Council and the Department of Economic Development
                 sponsored a three-day Conference on Rhode Island and Offshore Oil..
                 All of these examples of research and more have contributed to a
                 rationale for development of Quonset Point/Davisville which es-
                 sentially holds economic development and the creation of employ-
                 ment opportunities as the primary goals for development.

                 Nonetheless, the comprehensiveness of this effort serves to
                 recognize all concerns. For,instance, prior to land development
                 planning, all of the environmentally-sensitive areas were identi-
                 fied, and to the extent possible, new development was planned
                 around these sites. In addition, the golf course was held intact
                 due to tremendous local interest in that facility.

                 Wh'at is presented here are three basic Development Scenarios which
                 we feel incorporate the most practical, sensible and functional
                 uses for properties at the Quonset Point/Davisville Site.

                      TABLE OF CONTENTS

                                                                        Page

                      Letter of Transmittal
                      Introduction

                      I'    Development Scenarios

                                Scope and Definitions
                                Property Description                    1-2  thru 1-6
                                Development Scenario 1                  1-7  thru 1-13
                                Development Scenario 2                  1-14 thru 1-17
                                Development Scenario 3                  1-18 thru 1-20

                      II    Building Inventory

                                Categories Inventoried                  II-1
                                Summary of Building Cost Analysis       11-2
                                Quonset Point Building Inventory        11-3   thru II-10
                                Davisville Building Inventory           II-11  thru 11-21
                                Quonset Point Building Areas,etc.       11-22  thru 11-28
                                Davisville Building Areas, etc.         11-29  thru 11-35

                     III    Transportation

                                Roadways                                III-1  thru 111-3
                                Airport Facility                        111-4  thru 111-5
                                Railroad Facilities                     111-6
                                Ocean Port Dev  elopment                111-7  thru 111-8

                      IV    Site Utilities

                                Water Distribution System               IV-1 thru IV-4
                                Sanitary Sewerage System                IV-5
                                Steam and Gas Distribution-             IV-6
                                Storm Drainage System                   IV-6
                                Electrical Distribution System          IV-7
                                Communication System                    IV-7
                                Fire Alarm System                       IV-7

                      V     Additional Studies

                                Surfical Geology of'the Site            V-1
                                Borings at Air National Guard           V-2 thru V-4
                                Borings at Kiefer Park                  V-5 thru V-11

                    V1     Cost Estimates

                               Summary                              VI-1
                               Development Scenario I-              VI-2
                               Development Scenario II              VI-3
                               Development Scenario III             VI-4
                               Primary Access Corridor              VI-5
                               Railr6ad Spurs                       VI-6
                               Ocean Port Development               VI-7
                               Sanitary                             VI-8
                               Storm Drainage                       VI-9

                   VII    Appendix                                  Sheet

                               Exisiting Land Use Plan                1
                               Building Inventory Plan                2
                               Primary Access Corridor                3
                               Airport Plan                           4
                               Railroad Plan                          5
                               Ocean Port Plan                        6
                               Water Distribution System              7
                               Sanitary Sewerage                      8
                               Storm Drainage System                  9
                               Electrical Distribution System        10
                               Communications System                 11
                               Fire Alarm System                     12
                               Steam and Gas Distribution System     13

                                                    4f.

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                                 QUONSETPOINT TECHNICAL PARK
                                       FACILITIES STUDY

                A.  Scope and Definitions

                    As described in the Introduction, the proposed Facilities
                    Plans for Quonset/Davisville are documented in Three
                    Development Scenarios - based on the extent of off-shore
                    oil and gas findings, hereinafter described@as "High Find",
                    "Medium Find" and "No Find."

                    Each Development Scenario includes several major land use
                    invariants: The Airport, Air National Guard, General Dynamics,
                    common service areas, the golf course and various environmen-
                    tally-sensitive areas. These common land areas comprise 1636
                    acres of the total 3200 acre parcel, leaving 1564 acres po-
                    tentially available for new development. For a detailed
                    description of the above areas, refer to Property Descrip-
                    tion, pages 1-2 thru 1-6.

                    Scenario 1. "High Find" -  Mixed Land Use.

                    This scenario is based on a "high find" of commercially
                    recoverable oil and gas as defined in the NERBC-RALI Report:
                    2.4 billion barrels of oil, 2.4 trillion cubic feet of asso-
                    ciated gas and 10.1 trillion cubic feet of unassociated gas.
                    Refer to a detailed description of Scenario 1 on pages 1-7 thru 1-13

                    Scenario 2. "Medium Find" - Mixed Land Use.

                    This scenario is based on a "medium find" of gas and oil
                    defined as: 900 million barrels of oil, 4.2 trillion cubic
                    feet of natural gas and 3.3 trillion feet of unassociated gas,
                    assumed to be commercially recoverable. Refer to detailed
                    description on pages 1-14 thru 1-17.

                    Scenario 3. "No Find" - Mixed Land Use.

                    This scenario reflects the land uses which would be projected
                    if either of the following should occur:

                    a) A "low find" or "no find" of oil and gas in the    off-shore
                        explorations.

                    b) An unfavorable Environmental Impact Statement with respect
                        to the transfer of title to surplus property is filed.

                    In this case, the land would be utilized completely for
                    Industrial and Commercial development as defined in the
                    Harbridge House Standard Industrial Classifications (SIC)
                    List and for Recreational uses. Refer to detailed descrip-
                    tion on pages 1-18 thru 1-20.

                                              I-1

               B. Property Description

                    .1. General Location - The Facilities Study Area at Quonset/
                        Davisville is comprised of 3200 acres of land owned en-
                        tirely by the United States Navy, and is bounded on the
                        east and south by Narragansett Bay and on the west and
                        north by residential and wooded areas.

                    2.  Infrastructure. The Development Scenarios, as presented
                        in this Report were based on a careful study of all ex-
                        istilng facilities at the Quonset/Davisville site, including:
                        existing building condition, roadways, airport, rail and
                        port capabilities, water, sanitary, drainage systemst
                        electrical, fire alarm and communications system distribu-
                        tion and geological conditions at the site. Refer to the
                        Table of Contents for references to appropriate text and
                        maps.

                    3.  Land Use Categories. In our analysis for the potential
                        reuse of the Quonset/Davisville properties, we have
                        divided the total land area into five basic land use
                        catetories.

                        a) Presently Occupied Parcels
                        b) Common Service Areas
                        c) Environmentally Sensitive and Recreation Areas
                        d) Navy Retained Land
                        e) New Development Areas

                           For a detailed breakdown of land areas, refer to
                           Table A, Page 1-3.

                    .4. Areas Unavailable for Development

                        a) Presently occupied Parcels

                           1)  The Quonset State Airport Complex
                               This parcel, consisting of 650  acres, will become
                               a public general aviation airport, owned and
                               operated by the State under FAA licensure. Some
                               of the airport facilities will serve the .State
                               Air National Guard.

                               In the event of a national emergency, the airport
                               could revert to military control.

                               Based on this probability and the value of an
                               airport for shipment of industrial products, it
                               was determined that the airport should remain.

                                             1-2

                                           TABLE A

              ategory             Use                    Acre/Parcel    Total Acres
          4J
            Presently       Quonset State Airport           650
            Occupied        Air National Guard               45
          rO Parcels        Military Housing                 12
          0)                General Dynamics                150
          >                                                                 857 Acres

          14
          0
          44 Common         Roadways and Interchange         89
          a).Service        Wastewater Treatment Facility    22
            Areas                                                           121 Acres

            Sensitive and   Environmentally sensitive
            Recreational    areas and buffers               282
            Areas           18-hole Golf Course             .166
                            Calf Pasture Point              210             658 Acres

                            TOTAL AREA UNAVAILABLE.FOR D9VELOPM ENT       1636 Acres

            Navy            Navy Permanent Mission and
            Retained        future mobilization land
          .r4 Land          (Refer to Existing Land Use
                            Plan, Sheet #1)                                 732 Acres

            New Development Remaining land  areas
            Areas            within Quonset/Davisville                      832 Acres
          4J

          4J                TOTAL POTENTIALLY AVAILABLE FOR DEVELOPMENT 1564 Acres
          0

                            TOTAL QUONSET/DAVISVILLE LAND AREA            3200 Acres

                                             1-3

                            2)  The Air National Guard (ANG)

                                This parcel, consisting of 45 acres, is a vital
                                link in the State's defense and training system
                                and should remain intact.

                            3)  General Dynamics Corp.

                                General Dynamics, consisting of 150 acres, was
                                not considered for possible reduction or elima-
                                tion, because it employs 5,000 people, and is a
                                vital part of the State's economic stability and
                                economic recovery plan.

                            4)  Military Housing

                                This 12-acre parcel in West Davisville is occupied
                                by military personnel for housing and will continue
                                for that purpose.

                        b) Common Service Areas

                            1)  Roadways. A total of 121 acres has been utilized
                                for the proposed interchange at the intersection
                                of Route 1, Davisville Road and Roger Williams
                                Way and for various auxiliary roadway requirements..

                            2   Wastewater Treatment Facility. The 22-acre parcel
                                adjacent to the Golf Course has been identified
                                through an independent engineering study to be
                                the optional location for this facility. It will
                                not impede growth of any important component of
                                this plan and with some concern for landscape
                                treatment should be an attractive part of the
                                new development.

                                it's location has been approved by concerned
                                groups in the Town of North Kingstown.

                        c) Sensitive and Recreational Areas

                            1)  Environmentally Sensitive Areas.

                                Various areas throughout Quonset/Davisville have
                                been identified by the Coastal Resources Center
                                atthe University of Rhode Island as being en-
                                vironmentally sensitive. These areas encompass
                                sandy beaches, mud flats, salt marshes, and ponds.
                                These sensitive areas not only harbor wildlife,
                                but provide an interesting and welcomed relief
                                from the toils of everyday life.

                                Therefore, 150 acres has been earmarked-to remain
                                untouched and are identified on the development.
                                scenarios.

                                               1-4

                             2)  Recreational Area    Golf Course.

                                 The 18-hole Golf Course consisting of   166 acres
                                 should remain in its present location   for the
                                 following reasons: ,

                                 (1)  At a cost of $5 0,000 per hole the total
                                      cost of replacement of the 18 holes and
                                      support facilities would be in the vicinity
                                      Of $1,000,000.

                                 (2)  Any development to the west would conflict
                                      with the location of the new wastewater
                                      treatment facility and the open recreational
                                      area traversed by Mill Creek.

                                 (3)  Any elimination of golf holes in the vicinity
                                      of the "0" Club for potential industrial
                                      development is not economically warrantedr
                                      considering the cost of relocating each golf
                                      hole and the speculative nature of industrial
                                      expansion.

                             3)  Calf Pasture Point.

                                 This parcel, consisting of 210'acres east of
                                 Allens Harbor, will be developed in the future
                                 by the Town of North Kingstown for recreational
                                 purposes.

                    5   Areas Potentially Available for Development

                        a.   Navy Permanent Mission

                             The areas described as Navy Permanent Mission sites
                             are generally not available for lease. However, this
                             study takes the position that these areas offer a
                             tremendous amount of development potential when in-
                             corporated with the surrounding Surplus Areas.
                             Specif ically these areas are:

                             1)  119 acres in the West Davisville area adjac ent
                                 to the main AMTRAK Rail System. The property
                                 is flat open land and encompass four large ware-
                                 houses .(808,000 Sq. Ft.) which are provided with
                                 rail sidings. This site is adjacent to the Surplus
                                 Area defined in the Development Scenarios as Area #9.

                                               1-5

                            2)  235 acres south of  the Administrative Triangle
                                in Davisville defined in the Development Scenarios
                                as Area #12. The area is flat, open land serviced
                                by rail, and offers warehouses and large flat lay
                                down areas. The site is north of the Surplus Area
                                defined in the Development Scenarios as Area #13.

                            3)  85 acres southwest of the Davisville Pier Area
                                and 75 acres north of the flight path area. The
                                site is flat, open land serviced by rail and
                                offers warehouse space and a bulkhead. The site
                                is adjacent to the Davisville Pier Area defined
                                as Planning Area #1.

                                These parcels are within Surplus Areas defined
                                in the Developnent Scenarios as Areas #5 and #7
                                respectively.

                        b.  Remaining land areas within Quonset/Davisville
                            -available for Development are listed on the Scenario
                            Plans (in Appendix VII) as follows: Areas #1, 2, 4
                            a 35-acre portion of Areas 5, 125 acre portion of
                            Area 7, 90 acres of Area 9, 10, 13, 1.4, 15, 16, 17,
                            18, 19, 20, 21, 22, 23, 24, 25 and 26 comprising a
                            total of 832 acres.

                                              1-6

                                      DEVELOPMENT SCENARIO 1

                                   "HIGH FIND" - MIXED LAND USE

                 A. General Description

                     This Scenario represents an optimal land use plan for
                     Quonset/Davisville,'if the following conditions are met:

                     1.  Off-shore explorations produce a "high find" of
                         commercially recoverable oil.and gas. See Definitions
                         on Page I-1.

                     2.  The results of the Bureau of Land Management Environ-
                         mental Impact Statement on off-shore drilling permits
                         development as described in this Scenario,

                     3.  The.plan receives all local, State and Federal approvals
                         necessary to proceed with development.

                B.   Land Area Categories

                     In Scenario 1, the allotment of land areas by category is
                     described in detail on Table A, Page 1-3 and in condensed
                     form as follows:

                     1. All unavailable parcels                          1636.acres

                     2. Navy-Retained Land Parcel 12
                                  (not utiliz ed)                         235 acres

                     3. New petroleum-related development parcels

                         a.  Primary uses                                 657 acres
                         b.  Secondary uses (Areas 13, 21? 22, 23)        125 acres

                     4.  New commercial and industrial parcels            531 acres

                     5.  New recreation parcels                           16 acres

                     This acreage description  illustrates that  the primary oil and
                     gas-related land uses would be limited to   782 acres or approxi-
                     mately 24% of the total 3200 acre site, for the following
                     reasons:

                         a. Not all land areas at Quonset/Davisville lend them-
                             selves to petroleum-related use due to topography,
                             access and relationship to waterfront.

                                              1-7

                        b.  Not all   high find" support facilities as listed in
                            the NERBC-RALI Report would locate on this site,
                            because: a) adequate facilities exist elsewhere and,
                            b) such facilities cannot be supported at Quonset in
                            terms of utility demands, height restrictions (within
                            the airport flightpath) and large land area require-
                            ments (2500 acres). These support facilities include
                            an oil refinery of 1000 acres, marine terminals of
                            100 acres, gas processing plants of 345 acres and
                            related pipe lines and landfalls of 6 acres.

                    The remaining land areas, 531 acres, would be developed for
                    new commercial and industrial uses, some of which would be
                    attractive to the oil and gas industry. For example, the
                    hotel would be heavily utilized by petroleum-related activi-
                    ties as would be office buildings in Area 18 of the Technical
                    Park.

                C.  Development Cost

                    The total development cost for Scenario 1 is projected at
                    $63,967,058. For a detailed breakdown of costs refer to
                    Section VI of this report.

                D.  Land Area/Land Use Description

                    Area #1. This 100-acre site consists of Davisville Pier #2
                    and adjoining land to the north. At present both Pier #1 and
                    Pier #2 and 70 acres of land are occupied by various petroleum
                    related support companies. These temporary oil support
                    companies have a one year lease agreement with a 30-day can-
                    cellation clause, pursuant to the terms and conditions of the
                    Protection and Maintenance Agreement between the Navy and the
                    Rhode Island PAEDC.

                    Brown and Root, Inc., a cold steel fabrication company is
                    presently negotiating for a right of first refusal to lease
                    100 acres of land at Davisville and Pier #2.

                    It is noted that the halting of off-shore drilling until the
                    B.L.M. Environmental Impact Statement (EIS) is completed and
                    reviewed will have an impact on additional oil support activity
                    at Quonset/Davisville. How this will effect the present tem-
                    porary oil support bases is not known. We expect this EIS
                    procedure will be at least 18 months in duration.,

                    Area #2. This 12-acre site in Allens Harbor, north of the
                    EFold steel fabrication area, is earmarked as a ferry landing
                    for the Bay Island Park, a marine recreational plan for the
                    State of Rhode Island connecting various land and island areas
                    in Narragansett Bay.

                                            1-8

                    Also, based on information submitted by Gladstone Associates,
                    economic consultants, there is a need for additional boat
                    .slips in the State of Rhode Island. This information further
                    indicates the need for at least 200 boat slips suggesting
                    that marina expansion is economically viable.

                    The time table for the marina expansion may vary anywhere from
                    2-4 years depending on the results of the EIS and the economic
                    climate at that time.

                    Area #3. The land west of  Allens Harbor, consisting of  approxi-
                    mately 85 acres,was used as a training area by the Seabees.
                    This land is presently reserved for Navy future mobilization
                    requirements.

                    A 7-acre parcel abutting Allens Harbor, now occupied by several
                    storage buildings,could be utilized for a marina and boat stor-
                    age as part of the overall development of Allens Ha'rbor. It
                    is recommended that new facilities be constructed in this area
                    as part of the overall marina development.

                    The remaining land area of 78 acres could serve as an open
                    storage area for oil support related supplies. It is noted
                    that most of this 78 acres is not suitable for construction,
                    i.e., one-tenth is wooded, one-fourth is a mud flat, and one-
                    fourth is below the 100 year flood plain elevation of 13'-.
                    mean sea level.

                    since this land is still under Navy ownership, usage would be
                    restricted to the provisions of a Navy lease. Therefore, it
                    is recommended that the purchase of the 30 acre site bordering
                    Davisville Road which is above the flood plain, and the 7 acre
                    site recommended fora marina, be pursued by the State of Rhode
                    Island.

                    Area #4. This.land area-of approximately  30 acres, providing
                    Fail-and vehicular access to Pier #1, may serve as a common
                    corridor and pier area for a water transport facility. The
                    implementation of this concept is essential to the flow of
                    products shipped by water and offers an added valuable asset
                    for any and all industrial growth of Quonset/Davisville.

                    This concept must be implemented soon after the completion of
                                                           favorable decision.
                    the land transfer, and EIS, assuming a
                    Prompt action will'be requited since, at present, Pier #1 is
                    occupied by temporary oil-related support companies, and the
                    commencement of off-shore oil exploration will result in the
                    establishment of Permanent Service Bases. These Bases would
                    prefer to remain on Pier #1; however, we believe this area
                    should be free for use as a common corridor to achieve optimal
                    use of the total pier facility.

                                             1-9

                     Area #5. The land area, east of the airport near the Da       vis-
                     ville piers, consists of approximately 120 acres. Approxi-
                     -mately 12 acres of the land is wooded. Six acres of that
                     wooded land is within an 85-acre parcel presently retained
                     for Navy Permanent Mission requirements.

                     This 85-acre parcel is of prime importance in the development
                     of Quonset/Davisville for usage by oil related support bases
                     for the following reasons: 1) its closeness to water;
                     2) access to proposed bulkhead and pier development; 3) the
                     rail system; and 4) two large dehumidified warehouses.

                     This parcel, to repeat, is vital to the success of-Scenario
                     1, and every effort possible must be made to negotiate a lease
                     with the Navy.

                     The Permanent  Services Bases that would occupy this 85-acre
                     parcel require acgess and proximity to the piers. These bases
                     will be-established at Quonset/Davisville after exploratory
                     off-shore drilling is complete. Anticipating a 2 year period
                     for an EIS and 2 years of exploratory drilling, these Bases
                     would occupy Quonset/Davisville within a range of 4-9 years.

                     Area #6. Based on a "high find", available information indi-.
                     cates a need for 4000 linear feet of bulkhead and 4000 linear
                     feet of pier space. Both road and rail service will be
                     required. This development is described in Section III,
                     Transportation, pages 7 and 8.

                     Area #7. This land, north of    the Airport Complex, consists
                     of approximately 225 acres. Because of its close proximity
                     to the Davisville Piers and because it is open land with some
                     paved areas, it could serve the needs of additional Permanent
                     Service Bases as well as for use as a pipe coating yard.
                     Approximately 100 acres of this land are b'eing retained by the
                     Navy and would therefore be available only under the provisions
                     of a short term lease.

                     Permanent pipe coating operations require 95 acres for pipe
                     laydown and 5 acres for the pipe coating process plant.

                     A portable plant may be constructed on 30 acres of leased land.
                     Depending on the number of Permanent Service Bases that would
                     occupy Quonset Point under t  -his Scenario, some consideration
                     should be given to a portable plant versus a permanent installa-
                     tion. The pipe coating operations would take place prior to
                     expansion and use of the remaining land area by a Permanent
                     Service Base.

                                               I-10

                    Both these occupants would require a rail spur in order to
                    make their operations viable for the needs of off-shore oil
                    drilling. Therefore  fa new rail spur through this area-has
                    been indicated in this Development Scenario.

                    Area #8. This parcel, consisting of approximately 120 acres,
                    is n37wn as the Davisville administrative triangle. It has
                    a small campus-like setting consisting of living, dining,
                    administrative, and recreational facilities. With such fea-
                    tures readily available, this area could serve as a research
                    and administrative complex. This land may be used only on a
                    temporary basis through a lease arrangement, since it is
                    reserved for Navy future mobilization requirements_.

                    Area #9. This parcel, west of Route 1, known as West Davis-
                    ville, onsists of approximately 310 acres. A 42-acre parcel
                    containing four large warehouses could serve as temporary
                    storage facilities for the various commercial and industrial
                    busines.ses which would locate at Quonset Point.

                    A 65-acre parcel to the north of the warehouse site with its
                    rail systems connecting directly with the AMTRAK Rail System,
                    could serve as a central rail terminal and minibus@shuttle
                    depot for transporting goods and people to Quonset/Davisville.

                    These two land parcels are within a 107-acre site which is
                    being retained for Navy Permanent Mission requirements. There-
                    fore, use of this land may be only on a temporary lease
                    arrangement.

                    The 90-acre parcel east of the central rail termina 1 also with
                    rail service could serve a single industrial use. Some con-
                    sideration was given to the use of this area by.petroleum-
                    support facilities. However, because most such support facili-
                    ties require water locations and piers, this site was not given
                    top priority.

                    The 12-acre parcel indicated as occupied by military housing
                    will remain a residential area.

                    The remaining area of 101 acres is a red maple swamp and
                    should remain undisturbed except for possible use as a primary
                    access corridor to Quonset/Davisville.

                    Area #10. This 49-acre parcel has good visibility from Route 1
                    and therefore is a prime site for commercial development.

                    Area #11. This 21-acre parcel, with Mill Creek traversing the
                    site,has been earmarked for open recreational use. It is
                    recommended that Mill Creek be considered a sensitive area
                    and remain undisturbed.

                                            I-11

                     Area #12. This 235-acre parcel containing numerous ware-
                     houses and rail spurs on open, flat ground offices would make
                     an excellent industrial site. However, with the exception of
                     -possible temporary lease arrangements, this land is reserved
                     for future Navy Permanent Mission requirements, and is not
                     utilized in this Scenario.

                     Area #13. This 75-acre parcel to the north of the golf course
                     could serve secondary oil-related industries. Such industrial
                     uses may require rail service, necessitating the extension of
                     a rail spur through the Navy property to the north.

                     These secondary petroleum-related industries would-not occupy
                     this parcel until 4-9 years after exploratory drilling has
                     commenced. However, the land, together with the buildings,
                     could be occupied on a temporary basis in accordance with the
                     provisions of the standard Navy lease. Because of possible
                     impacts from industrial usage of this parcel on surrounding
                     land areas, it is recommended that landscape buffers be pro-
                     vided.

                     Area #14. This 16-acre parcel adjacent to the golf course
                     site is a natural location for a tennis club and court complex.
                     Since the socio-economic assessment of recreational needs have
                     projected a demand for these facilities, 8 indoor and 20 out-
                     door tennis courts have been included in this plan.

                     Area #15. This 9-acre parcel, presently a parking-area, is
                     located at the entrance to Quonset Point. With the adjoining
                     golf course and tennis courts, this site has been indicated as
                     the location for a motor hotel complex since demand would be
                     high for overnight-lodging, food and beverage facilities.

                     Area #16. This 68-a cre parcel abutting the easterly border
                     of the Shore Acres community, has good road and utilities
                     access, and favorable topographic characteristics.

                     For these reasons, a multi-use Technical Park has been located
                     here, with buffer areas landscaped to minimize the contact
                     with adjacent residential properties.

                     Area #17 & #19. These two 7-acre parcels could func tion
                     separately or be combined into one parcel for industrial use.
                     In both instances, careful planning must be ensured to avoid
                     impacts on the other uses in the immediate area.

                     Area #18. This 66-acre parcel, because of its proximity to
                     the golf course and frontage on the access road to the "0"
                     Club and Davisville area, is projected for use as an office
                     Park. Please note that Building #8 and part of Building #9

                                            1-12

                     are scheduled to remain because of their  structural soundness,
                     architectural interest and potential for  re-use. Building #8,
                     Aformerly a Navy hospital) could serve as a Medical Office
                     Building. Building #9, (formerly a Navy B.O.Q.), has an
                     attractive stone entrance wall 'and flagstone terrace lined
                     with large maple trees, and could serve, with some modifications,
                     as an office building.

                     Area #20.. This 16-acre parcel, south of the Port Authority
                     Building #7 on Quonset Road, is earmarked for a single indus-
                     trial use.

                     Area #21. This 40-acre parcel, north of General Dynamics,
                     could se@ve as a secondary oil-related industrial site. Some
                     of the buildings in this area might provide temporary space
                     .since the secondary oil related industries would not occupy
                     this parcel until 4-9 years hence.

                     Area #22 and #23. These 5-acre parcels at each end of General
                     Dynamics are earmarked for secondary petroleum-related indus-
                     tries. Please note that several of the areas designated for
                     oil-related use may continue to be used on a temporary basis
                     for lengthy periods by non-oil related industries.

                     Area #24. The 8-acre parcel north of the General Dynamics
                     storage area is an irregular shaped land parcel which could
                     serve a single industry. Area #20 abutting this parcel to
                     the west could be combined with this parcel to meetthe
                     requirements of a potential developer.

                     Area #25. This 14-acre land parcel adjoining the Quonset
                     Carrier.Pier, could serve as a storage and shipping depot for
                     the secondary petroleum-related industries. The primary oil
                     support facilities are located at Davisville Pier #1 and
                     adjoining areas, leavingthe Quonset Pierto serve a secondary
                     function.

                     Area #26. This 22-acre, irregularly shaped land parcel abut-
                     ting General Dynamics is earmarked for their potential expansion.

                     Sensitive Areas

                     A total of 282 acres of "sensitive" land has been identified
                     and should remain untouched. These land  areas are sandy
                     beaches, salt marshes, and other natural vegetative areas as
                     defined by the Coastal Resources Center at the University of
                     Rhode Island as part of their environmental assessment of
                     Quonset/Davisville. These vegetative areas represent interest-
                     ing areas that lend to overall development and are of no
                     practical value. We have an obligation to save these areas
                     which harbor the wildlife, and provide a natural amenity to
                     the Technical Park.

                                            1-13

                                                                          CL
                                                                        AIV
                                     DEVELOPMENT SCENARIO 2

                                 "MEDIUM FIND" - MIXED LAND  USE

                A.  General Description

                    This Scenario represents an optimal land use,plan   fa
                    Quonset/Davisville if the following conditions are met:

                    l.-- Off-shore explorations produce a "medium find"   of
                        commercially recoverable gas and oil as stated    in
                        Definitions, Page 1.

                    2.  The results of the B.L.M. Environmental Impact State-
                        ment on off-shore drilling permit development as
                        described in this Scenario.

                    3.  The-plan receives all local, State and Federal approvals
                        re quired for development.

                B.  Land Area Categories.

                    In Scenario 2, the allotment of land uses by category is
                    described in detail on Table A, Page 1-3, and in condensed
                    form as follows:

                    1. All unavailable parcels                        1636 acres

                    2. Navy retained land Parcel 12                    235 acres
                                (not utilized)

                    3. New primary petroleum-related
                           development parcels                         523 acres
                    4. New commercial and industrial parcels          790 acres

                    5. New recreation parcels                           16 acres.

                    This acreage description illustrates that the primary oil and
                    gas-related land uses would be limited to 523 acres,.or
                    approximately 16% of the total 3200 acre sites.

                C.  Differences Between.Scenario 1 and Scenario 2

                    1.  In Scenario 2, the new bulkhead in Area #6 would be
                        required (as in Scenario 1) but the finger piers would
                        not be constructed.

                    2.  The "Secondary oil-related" parcels in Scenario 1, (Areas
                        #13, 21, 22 and 23) probably would not be required by the
                        oil and gas companies, and would be available for standard
                        industrial use,

                                            1-14

                     3. The requirement by the oil and gas companies for office
                         space in Area #18 would be diminished, as would potential
                         demand for motel, food and beverage and other commercial
                         functions.

                D.   Development Costs

                     The total development cost for  Sce nario 2 is projected at
                     $61,084,890. For a detailed breakdown of costs refer to
                     Section VI, of this report.

                E.  'Land Area/Land Use Description

                     Area #1. This 100-acre parcel  consists of Davisville Pier    #2
                     and the adjoining land to the north. At present, both Pier
                     #1 and Pier #2 and the surrounding 70 acres of land are
                     occupied by various oil related support companies. These tem-
                     porary oil support companies are presently occupying space under
                     the Protection and Maintenance Agreement with the Navy.

                     Brown and Root, Inc., a cold steel fabrication company, is
                     presently negotiating for a right of first refusal to lease
                     100 acres of land at Davisville together with Pier #2. However,
                     the "find" resulting from the exploratory off-shore oil drill-
                     ing operations will determine whether or not this cold steel
                     fabrication company will locate at Davisville. Assuming a low
                     to medium find, this 100 acre site may be occupied by Permanent
                     Service Bases.

                     Please note that the delay of off-shore drilling pending the
                     completion of a B.L.M. Environmental Impact Statement (EIS)
                   @will vary the time schedule. We estimate that the EIS will
                     take 2 years to complete and evaluate. Assuming a favorable
                     ruling, we estimate that an additional 3 years will pass before
                     the influx of the Permanent Service Bases take place.

                     Area #2. This 12-acre site in Allens Harbor is earmarked for
                     marine recreational use as described in Scenario 1.

                     Area #3. This 85-acre parcel west of Allens Harbor could
                     serve the same purpose as described in Scenario 1.

                     Area #4. This 30-acre parcel could   serve as a common corridor
                     for the flow of products to Pier #1  as described.in Scenario 1.

                     Area #5. This 120-acre parcel east   of the airport.and near
                     the N-avisville Piers could serve as oil related support bases
                     for reasons described in Scenario 1.

                     Area #6. Based on a "medium find",   available information
                     indicat d a need for 4000 linear feet of bulkhead. Also, both
                     rail and vehicular service will be required. This concept is
                     reflected in Section III Transportation, Pages 7-8.

                                              1-15

                    Area V. This 225-acre parcel north of the Airport could
                    serve oil-related purposes as described in Scenario 1.

                    Area #8. This 120-acre parcel known as the Davisville Adminis-
                    U'rative Triangle could serve as'a research and administrative
                    Complex as described in Scenario 1.

                    Area #9. This 310-acre parcel west of Route 1, known as West
                    Davisville, could serve the same purposes as described in
                    Scenario 1.

                    Area #10   This 49-acre parcel at the intersection of Route 1
                    and Davisville Road could serve for commercial development as
                    mentioned in Scenario 1.

                    Area #11. This 21-acre parcel is earmarked for open recrea-
                    t'i"S'=a -Use as described in Scenario 1.

                    Area #12. This 235-acre parcel could serve an industrial
                    func     with restrictions described in Scenario 1.

                    Area #13. This 75-acre parcel to the north of the golf course
                    could serve.as an industrial site. With the possible need for
                    rail service to this parcel, a rail spur would have to be
                    extended through the Navy retained land to the north. Because
                    of the possible visual conflicts of this parcel.with surround-
                    ing land use, it is recommended that landscape buffers be
                    provided.

                    Area #14. This 16-acre parcel could serve for a tennis com-
                    plex as described in Scenario 1.

                    Area #15. This 9-acre parcel could serve as an office, retail
                    or hotel complex, as described in Scenario.l.

                    Area #16. This 68-acre p  arcel could serve as a multi-use
                    techR-ir-cal park for reasons described in Scenario 1.

                    Area #17 and #19. These two 7-acre parcels could serve as
                    industrial sites as described in Scenario 1.

                    Area #18. This 66-acre parcel could serve as an office and
                    mediFa-l-park as described in Scenario 1.

                    Area #-20. This 16-'a'cre parcel could serve an industrial use
                    as mentioned in Scenario 1.

                    Area #21.  This 40-acre parcel north of General Dynamics could
                    Fe-rve a single industrial use. The present buildings could
                    serve a temporary purpose until demand forthis parcel is
                    generated.

                                             1-16

                    Areas #22 and #23.   These 5-acre parcels at each end of
                    General Dynamics are earmarked for industrial use. In
                    addition, these parcels may serve as parking areas for
                    General Dynamics, or be held in a temporary status for other
                    industrial uses.

                    Area #24. This 8-acre parcel could serve a single industry
                    as descrIibed in Scenario 1.

                    Area #25. This 14-acre parcel, together with the Quonset
                    Pier, ma@ serve the fishing industry. one should consider
                    the attraction of birds to fishing boats and its adverse
                    affect on the airplane navigation within the adjacent airport
                    approach zone.

                    The Quonset Pier facilities, with its rail service, can func-
                    tion as a water transport facility to service the entire
                    Quonset Complex as well.

                    Area #26. This 22-acre parcel is earmarked for potential
                    expansion as described in Scenario 1.

                    Sensitive Areas

                    A total of 282 acres of land have been identified and should
                    remain untouched for reasons.described in Scenario 1.

                                            1-17

                                     DEVELOPMENT SCENARIO 3

                                   "NO FIND" - MIXED LAND USE

                 A.  General Description. This Scenario results from an investi-
                     gation of the potential for land use at Quonset/Davisville
                     should there be a "low find" or "no find" of off-shore oil
                     and gas or if oil-related facilities for any other reason
                     should not be located on this site.

                 B.  Land Areas. In Scenario 3, the allotment of land uses by
                     Category as described in detail on Table A, page 1-3 and    in
                     condensed form as follows:

                     (1) All unavailable parcels                     1636 acres
                     (2) Navy-retained land (not utilized)            235 acres
                     (3) New commercial and industrial parcels       1313 acres
                     (4) New recreation parcels                        16 acres

                     The acreage description illustrates that new uses comprise
                     1329 acres or approximately 41% of the total 3200 acres
                     within the Study Area.

                 C.  The fundamental differences between Scenario 3 and Scenario 1
                     and 2 are as follows:

                     1. There would be no requirement for bulkheading channel
                         excavation, piers, or other special work in Area #6.

                 D.  Development Costs. The total development cost for Scenarid
                       is projected TF $45,616,371. For a detailed breakdown of
                     costs refer to Section VI of this report.

                 E.  Land Area/Land Use Description

                     Area #1. This 100-acre parcel   consists of Davisville   Pier
                     #2 and djoining land to the north. At present, both      Pier
                     #1 and Pier #2, and the surrounding 70 acres of land are
                     occupied by various oil related support companies under
                     one year lease agreements with a 30-day cancellable clause.

                     In this scenario, no commercial finds of petroleum  are as-
                     sumed to occur on George's Bank. Thus the Temporary Oil
                     Service Bases at Davisville would vacate. Such a likelihood
                     could conceivably occur within 5-7 years pending.B.L.M.
                     Environmental Impact Statement submission and ruling and
                     the results of oil exploratory drilling.

                     In this event, this parcel could serve a single industry
                     which requires rail service and water frontage for shipping
                     purposes are necessary.

                                              1-18

                      Area #2. This 12-acre site in Allens    Harbor is earmarked
                      for marine recreational use as described in Scenario 1.

                      .Area #3. This 85-acre parcel west of   Allens Harbor could
                      serve the same purpose as described in Scenario 1 except
                      that the open storage area wouid not be used by oil-related
                      support companies.

                      Area #4. This 30-acre parcel could serve as a common
                      corFl'-d-o-r for the flow of products to Pier #1 as described
                      in Scenario 1.

                      Area #5. This 120-acre parcel is designated for indus     trial
                      use. Approximately 85 acres of this 120-acre site are Navy
                      owned. This 85 acre parcel is of prime importance in the
                      development of Quonset/Davisville for water-borne shipping.
                      This parcel contains an elaborate rail system together with
                      two large dehumidified warehouses. It is not likely that
                      this 85 acre parcel will be released by the Navy without a
                      signifi:cant re-use of the property, however, a temporary
                      lease agreement should be pursued, if industry is interested
                      in the parcel.

                      Area #6. The development of this area for additional piers
                      or bulkhead is not recommended since most of the assigned
                      industrial areas are basically speculative,

                      Area V. This 225-acre parcel north of the airport complex
                      has been designated for industrial use and open storage.
                      Approximately 100 acres of this land are being retained by
                      the Navy and would be available on a short term lease arrage-
                      ment.

                      It is noted that landscape buffers are recommended on Davisville
                      Road fronting this land parcel.

                      Area #8. This 120-acre parcel could serve as a research and
                      @i'dministrative complex as described in Scenario 1.

                      Area #9. This 310-acre parcel, known as West Davisville,
                      couTd serve the same purposes as described in Scenario 1.

                      Area #10. This 49-acre parcel at the intersection of Route
                      1 and Davisville Road could serve for commercial development
                      as mentioned in Scenario 1.

                      Area #11. This 21-acre parcel is earmarked for open recrea-
                      tional use as described in Scenario 1.

                      Area #12. This 235-acre parcel could serve an industrial use
                      with restructions described in Scenario 1.

                                             1-19

                     Area #13   This 75-acre parcel to the  north of the golf
                     course could serve as an industrial site. With the possible
                     need for rail service to the parcels, a rail spur would have
                     to be extended through the Navy retained land to the north.
                     To accomplish this, a railroad 'construction service agreement
                     will be necessary. However, due to the speculative nature of
                     this site and the costs of a rail spur, new track construction
                     should be delayed until more favorable conditions become ap-
                     parent.

                     Because of the possible visual conflicts of this pacel with
                     surrounding land use, it is recommended that landscape buffers
                     be provided.

                     Area #14. This 16-acre parcel could serve for a tennis complex
                     as described in Scenario 1.

                     Area #15. This 9-acre parcel could serve as an office,
                     retail or hotel complex as described in Scenario 1.

                     Area #16. This 68-acre parcel could serve as a multi-use
                     .technical park for reasons described in Scenario 1.

                     Area #17 and #1 9. These two 7-acre parcels could serve as
                     industrial sites as described in Scenario 1.

                     Area #18. This 66-acre parcel could serve as an office and
                     medical 'park as described in Scenario 1.

                     Area #20. This 16-acre parcel could serve   an indus trial use
                     as mentioned in Scenario 1.

                     Area #21. This 40-acre parcel could serve   a single industrial
                     use as described in Scenario 2.

                     Area #22 and #23. These 5-acre parcels are earmarked for
                     industrial use as described in Scenario 2.

                     Area #24. This 8-acre parcel could serve a single industry
                     as described in Scenario 1.

                     Area #25. This 14-acre parcel and Quonset pier could serve
                     the fishing industry with some reservations as described in
                     Scenario 2.

                     Area #26.. This 22*acre parcel is earmarked for potential
                     expansion as described in Scenario 1.

                     Sensitive Areas. A total of 282 acres of land have been
                     identified and should remain untouched for reasons described
                     in Scenario 1.

                                              1-20

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                Building Inventory of Quonset    Dav isville, Rhode Island

                Categories Inventoried:

                1.  Administration, offices

                2.  Hospital, Dispensary

                3.  Dining Facilities, Food Handling    Storage

                4.  Barracks

                5.  Housing, Quarters

                6.  Recreation Facilities

                7.@ Miscellaneous

                8.  Navy Exchange, Commissaries

                9.  Classrooms, Instruct. Buildings, Small Shops

               10.  Sewage Disposal

               11.  Heating, Power Plants

               12.  Warehouses, Storage, P.W. Garages,  Magazines

               13.  Piers

               13A  Water Supply

               14.  Electric Boat Bldgs. (Not Inventoried as to condition)

               15.  Airport Buildings

               16.  National Guard Bldgs.

                               Categories not Inventoried

                Trans. Vaults, Fuel Tanks, Buildings Under $10,000 Replace Value

                (Total Approximately $200,000 @ Quonset & $700,000 @ Davisville.

                             +
                  $1,000,000--)

                                    Cate_gory_Condition

                G   Good, F   Fair, P   Poor

                                          Summary of

                                    Building Cost Analysis

                                           Quonset

             Category               SF                      ACQ.                 Rep.-

             1 - 13                 3,340,000            $  35,000,000         $ 138,OOOoOOO

           14. EB                   2,000,000               23,000,000           104,000,000

           15. Airport                144,000                 2,000,000             51300,000

           16. R.I.A.N.G.             312,000                 3,700,000            15,600,000

             1 - 16                 5,796,000              $63,700,000           $262,900,000

                                          Davisville
                                                                                 Replacement
             Category               SF                      Acquisition Cost      cost

             1   13:                4,400,000            $ 30,000,000          $ 124,000,  POO

                                                11-2

                               Building Inventory -_Quonset Point

                   Cate2ory            Present                    Potential        Proposed
                                         Use                         Use           Demolition

           1.      Admin.
               Bldg_.     Condition

               07             G        R.I.P.A. R.D.N.Res.            x
                                       Sedo Inc., CD Prep.
                                       Agcy.

              421             P                                                         x

              438             P                                                         x

              523             F                                                         x

              437             P                                                         x

              620             F        Custy Lobster Inc.                               x

           2.    Hospital
                 Dispensary
                    (Brick)   F                                  Brick Portion     Wood Portion
               #8 (Wood)      P                                                         x

              508             F                                                         x

           3. Dining, Food
                Hand. & Storacre
                                       Murphy Caterers
              #15             F        Quonset Pt.Credit                                x
                                         Union

              #55             F                                                         x

             4173             F                                                         x

               14             F                                                         x

           4. Barracks

               56          F-P                                                          x

           41-48           F-P                                                          x

           49-54           F-P                                                          x

                                                  11-3

                              Building Inventory    Quonset Point

                                       Present                 Potential
              Category                   use                     Use          rhimolition

         4.    Barracks
            Bldg.       Condition

              432          P                                                       x

              433          P                                                       x

              491          P                                                       x

              518        F-P                                                       x

              522          F                                   Offices

                 9         F

              490          P                                                       x

              503          P                                                       x

              504          P                                                       x

         5.    Housing
               Quarters
         (Ci cle A-T)    F-P                                                       x

              CPO        F-P                                                       x

          Kiefer Park      P                                                       x

          Hoskins Park     P                                                       x

          Military Dr.     P                                                       x

          Navy Dr.         P                                                       x

          Area #1          F                                                       x

          Area #2          F                                                       x

          Dogpatch       F-P                                                       x

          DMOQ5            F          R.C.Diocese of Prov.                         x

          DfdO 9 9                                                                 x

          D250             F                                                       x

                                                 11-4

                             Building Inventory     Quonset Point

                                       Present                Potential
              Category                  Use                      Use            Demolition

         -6.    Recreation
            Bldg.     Condition

              12         G         11011 Club                    Same
                                   Custy Lobster Inc.&
              62         F         Dept. of Natural Res.                             x

             435         P                                                           x

             436         P                                                           x

             502         P                                                           x

             505         P                                                           x

             506         P                                                           x

             875         P         Bath House                    Same

             876         r

             877                   Pool Filter

             922         r                                       C.P.O. Club

             923         P                                                           x

         DS-  34         P                                                           x

         DS-  69         G         Golf Course
                                   Club House                    Same

         #759 & Assoc.
           Bldgs.        P                                                           x

         DS- 45          P                                                           x

          S- 89          G         Diocese of Prov.                                  x

         7. Miscellaneous

            #157      F-P                                                         Chapel

             65       F-P                                                         Laundry

            407          G         Fire Station                  Same

            410       F-P                                                     Incinerator

                                                  11-5,

                              Building  Inventory     Quonset Point

                                      Present                    Potential      lemolition
           Category                     use                         use

         7. Miscellaneous
          Bldg.     Condition

          DE-7            P                                                        Laundry

          395             P           Macis Automotive                                x
                                       Service
          School          F           Town o f N.Kingstown             x

         829,830,831      P           Preston Elec.Inc.               x

         8. Navy Exchange
               Commissaries

            #934,         G                                                           x

          DHa-3           G (new)                                      Storehouse

                          P (o 1d)                                                    x

         9. classrooms
          Instr. & Shops

             #413                                                                     x

             458          F           Painting Service Co.                            x

             459                      Custy Lobster Inc.                              x

             507          F           Quonset Metal
                                      Finishing Co.                                   x

             694          F           Fit 'N Stich                                    x

         10. sewage Disp.

             #66A-66M     F           Sewage Treat.   Plant.                          x

              DS - 55     F           Sewage Pump Station                             x

                                                  TT-9.

                             Building Inventory_-  Quonset Point

                                     Present                otential
             Category                 Use                      Use         LDemolition

        11.  Heating
             Power Plants

          Bldg.     Condition

            #64           r         Central Heat.Plant                           x

          195-198         P                                                      x

             63         F-P                                                      x

        12. Warehouses
              Storage
         Garages,Magazines

             #13          F         Maintenance Shops                            x

              19          F         Ocean State
                                    Testing Co.                                  x

              20          r         Becker & Goldstein,                          x
                                                  Inc.

              59          F                                                      x

              98          r                                                      x

             100          r                                                      x

             102          r                                                      x

             104                                                                 x

             143          F         State Fire Marshall                          x

             144       F-P                                                       x

             145          F                                                      x

             412          F                                                      x

             414          F                                                      x

             415          r         R.I. Ship Supply                             x

             416          r                                                      x

                                               11-7

                              Building Inventory    Quonset Point

                                       Present                   Potenti
              C
                tegory                  Use                        Use        Demolition
              a

        12. Warehouses,
              Storage
          Garages,14agazines
           Bldg._    Condition

            418          F            Becker & Goldstein,Inc.                     x

            419          F                                                        x

            423          P                                                        x

            410          F            Preston B lectronics,Inc.                   x

            424          P                                                        x

           425-430       P                                                        x

              431        P

              451        F                                                        x

              460        F                                                        x

              462        F                                                        x

              516.       P                                                        x

              517        P                                                        x

              518        P                                                        x

           533-535       F                                                        x

              621        P                                                        x

              630        F            Kingston Pipe                               x

                58       P                                                        x

              380        P                                                        x

              384        F            Narragansett Elec.Co.                       x

              393        P                                                        x
              394        P                                                        X,
                                      Rhode Island ocean
              880        G            State Training Facility       Same

                                                11-8

                                    Building Inventory      Quonset  Point-

                                            Present-                    Potential
               Category                       Use                         Use      IDemolition

           12. (Con't.)

              Bldg.       Condition

              DEll            F           Sheilco Ltd.                                      x

              DE 12           F           Harter Underwater                                 x
                                          Corp.

              DEE-1           P                                                             x

              DEE-5           G                                        Warehouse

              DFJJ,           F                                                             x

              DFG-3           F                                                             x

              DS-24           P                                                             x

              DS-33           P                                                             X,

              DS-45           P                                                             x

              D-180           F           Eastman Whipstock                                 x

              D-1  84         F                                                             x

                 487          F                                                             x

            13. Pier Area

                                          mobil Oil Co.                                     x
            Various Bldgs on Pier         Custy Lobster Inc.                                x

                                          Dept.Nat. Resources                               x

           13A Water Supply

              #909                        Water Meter Pit                x

              466                         Under. Reservoir               x

                57                        Pump House                     x

              485                                                        x

              851                         Valve House                    x

                                                 11-9

                                 Building Inventory     Quonset Point
                                          Use                       U e    -T
                                       Present                   Potential
             Category                                                s          Demolition

        13A Water Supply (Cont'd)

          Bldg.__        Condition

          D75                          Pump Station                 x

          D75-5                        Under.Reservoir              x

          D75-6                        Under.Reservoir              x

          D304                         Water Storage Tank           x

                                               II-10

                                  Building Inventory      Davisville

                                         Present                 Potential
               category                    Use                      Use             IDemolition

         1. Administration
           Bldg.       Condition

           #101           F                                       offices

           A-78           F                                                            x

         A-129            F                                       Offices

         A-130            F

         A-133            F                                                            x

            S6            F                                                            x

            S8            F                                                            x

           S32            F                                                            x

            W5            F                                                            x

           W319           F                                                            x

           404            G           N.C.B.C.  Hdqts.            Same

           395            F                                                            x

           397            F                                                            x

         3. Dining,Food
            Hand. & Storage

           C100           G                                      Dining Hall

            212           F                                                            x

         4. Barricks

           Clol           G                                     Housing-Quarters

           C-102          G                                            11

           C-103          G                                            It

           C-104          G

           C-105          G

                                  Building Inventory      Davisville
              Category                    Present                Potential
                               7-            Use                 ---Use         IDemolition

        -4. Barracks (Cont'd)
          Bldg.        Condition

           C-106          G                                      Housing -Qtrs.
           C-107          G

           C-108          G

           C-109          G

             391          G

             392          G

         5. Housing

           D264-D272      F                                                          x

         6. Recreation

            #108          P                                                          x

             236          P                                                          x

             237          P                                                          x

           AH-2A          P                                                          x

            C-114         G                                        Recreation

            C-115         G                                        Gymnasium

            E-112         G                                        Small Boat'
                                                                         Berths

            S-89          G            R.C.Diocese of Prov.                          x

               379        G                                       Theater

               380        G                                       Library

                                              11-12

                                     BUi ldin
                                             _g-Inventory   Davisville

                                           Present              Potential
              Catqgo.                        Use                   Use          [Demolition

         7. Miscellaneous
           Bldg.       Condition

              #341         F                                                     Chapel

              S-16         G                                                     Fire Sta.

         8. Navy Exchange

              #102         F

         9. Classrooms,Instr.
            Bldg. Shops

              #27          P

                                                                                     x
               31          F

               32          F

               44          F                                                         x

               47          F

                                                                                     x
               48          F

               56          F                                                         x

                                                                                     x
               58          P

                                                                                     x
               59          P

               60          P

                                                                                     x
               62          F

               63          F

               69          P

                                                                                     x
              106          P                                     Pistol  Range
              ill          G                                       & Armory

              113          F

                                               11-13

                                Building Inventory     Davisville

                                         Present                Potential
               category                    Use                     Use          Demolition

        9. Classrooms,Instr.
            ' Bldg.Shops (Cont'd)
          Bldg.           Condition

           118                G                                                     x

           175                F                                                     x

           213                F                                                     x

           277                F                                                     x

           279                F                                                     x

           280                F                                                     x

                              F                                                     x

           312                G                                  Storage

           324                F                                                     x

           330                F                                                     x

           332                P                                                     x

           343                P                                                     x

           344                P                                                     x

           345                P                                                     x

           365                F          (No Access)                                x

           368                F                                                     x

           370                F                                                     x
                                         Schlumberger
           371                F          Service's                                  x

           372                F'                                                    x

           374                P                                                     x

         A-10CT               G                                 Battery Shop

           A-11               F                                                     x

                                               11-14

                                  Building Inventory     Davisville

                                         Present                Potential
             Category                     Use              T       Use          Demolition

         9. (Con't.

            Bldg.        Condition-

            A-12              F                                                       x

            A-63              P                                                       x

            A-64              P                                                       x

            A-66              P                                                       x

            A-132             P                                                       x

            AH-30             F          Sheilco                                      x

            AH-4A             F                                                       x

              B-11            F                                                       x

            C-116             G                                  Classrooms

            C-117             F                                                       x

            C-118             F                                                       x

            C-120             F                                                       x

            C-121                                                                     x

            C-122             F                                                       x

            C-  123           F                                                       x

            C-124             F                                                       x

            C-125             F                                                       k

            C-126             F                                                       x

            C-130             F                                                       x

            C-131             F                                                       x

             D-11             F                                                       x

             D-12             F                                                       x

            E-107             F          (No Access)                                  x

                                              11-15

                                Building Inventory     Davisville

                                          Present                 Potential
               Category                    Use                     Use            Demolition

        9. Classrooms Instr.
              Bldg. Shops (Con't.)
            Bldg.       Condition

            S-9              F                                                        x

            S-10             F                                                        x

            S-11             F                                                        x

            S-17             F                                                        x

            S-20             F                                                        x

            S-21             F                                                        x

            S-22                                                                      x

            S-23             F                                                        x

            S-40                                                                      x

            S-41             G                                    Maintenance
                                                                      Shop

            S-42             F                                                        x

            S-82             P                                                        x

            S-83             P                                                        x

            S-84             P                                                        x

            S-85             G                                                        x

            S-101            F

            S-102            F                                                        x

            S-103            F                                                        x
            S-104            F         Baroid Division,N.L.                           x
            S-105            F         Industries                                     x

            S-106            F                                                        x

            S-107            F         Mc Junkin Corp.                                x

                                               11-16

                               Building Inventory     Davisville

                                        Present                Potential
               Category                   Use                     Use            Demolition

         9. (Con't.)
              ldg.    Condition

            S-108         F            Milchem Inc.                                   x

            S-109         F                                                           x

            S-110         F                                                           x

            S-111         F                                                           x

                                                        AS 14@1.
            S-112         F                                                           x

            S-113         F
                                                                                      x
            S-114         F                    6: ZF
                                               IS 4t--'@'                             x
                                                 4V-k
            S-115         F
                                                                                      x

            S-116         F                                                           x

            S-117         F                                                           x

            S-118         F                                                           x

            S-119         F                                                           x

            S-120         F                                                           x

            T-2           F                                                           x

            T-3           F                                                           x

            T-4           F                                                           x

            T-5           F

            T-6           F                                                           x

            T-7           F                                                           x

            T-8           F                                                           x

            T-9           F                                                           x

            T-10          F                                                           x

            T-11          F                                                           x

                                            11-17

                                  Building Inventory     Davisville

                                         Present                   Potential
                Category              I   Use                         Use          IDemolition

         9. (Con't.)

            Bldg.        Condition

            T-13            F                                                           x

            T-15            F                                                           x

            T-16            F                                                           x

            T-17            F                                                           x

            T-18            F                                                           x

            T-19            F                                                           x

            378             F                                                           x

            390             F                                                           x

            399             F                                                           x

            408             F

              68            F                                                           x

            Heating
       11.  Power Plants

            #103            G                                      Heating Plant

              210           F                                                           x

              225           G           Heating Plant              Heating Plant

            C-113           G

            S-18A           F                                                           x

            S-29A           F                                                           x

            T-lA            F                                                           x

            W-3A            F                                                           x

            W-5A            F                                                           x

                                                11-18

                                Building Inventory   Davisville

                                      Present               Potential
               Category                 Use                    use          Demolition

       12. Warehouses,Stor.
            Garages, Magaz.
           Bldq.     Condition

            #18          G                                  Warehouse

            #34          G                                        It

            #35          G                                        It

            #36          G                                  Warehouse

             37          G

             38          G

             39          G

             40          G

             41          G

             42          G

             43          F                                                       x

             45          F                                                       x

             46          F                                                       x

             64          G                                  Warehouse
             67          F                                                       X,

            218          F                                                       x

            224          G                                                       x

            314          G                                  Warehouse

            315          G

            316          G

            317          G

            318          G

                                          11-19

                                Building Inventory     Davisville

                                       Present                  Potential
              C-ategory                  Use                       Use        FDemolition

         12.  (Con't.)

             Bldg.     Condition

             #363         G                                                          x

             AB-3         F                                                          x

             C-132        F                                                          x

             CO-3         F                                                          x

             E-319        G                                     Warehouse

             C-119        F                                                          x

             S-12         F                                                          x

             S-18         F                                                          x

             S-19         F                                                          x

             -S-19A       p                                                          x

             S -26        G                                                          x

             T-1          F
                                                                                     x

             W-1                                                                     x

             W-2          F                                                          x

             W-3          F                                                          x

             w-4          F                                                          x

             W-6          G                                     Warehouse

             W-7          G

             410          F
                                                                                     x

             C-126        F                                                          x

             E-111        F                                                          x

             AH-30        F           Sheilco Ltd.                                   x

        A136,Al3,70AHSB   F           Imco services                                  x

                                             11, 20

                              Building Inventory   Davisville
                                    Present                  ipotentia2
            Category                  Use                                 Demolition

       12.   (Con't-)

            Bldg.     Condition
        27,69,210,212                                                          x
         213              F         imco Services

        A91,32,175,AH5A   F         Oilfield Products Group                    x

        AH2A,AH2B,AH2E    F                                                    x

       13. Piers
                                    Barold Division,N.C.
             #1           G         Industries,Inc.            Same
                                    Drilling Fluids Div.
                          G         Milchen,Inc.

                          G         Shell Oil CO.

                          G         B.J.'Hughes,Inc.

             #2           G         imco services Division
                                    Halliburton Corp.
                                    oilfield Products Group
                                    Dresser Industribs
                                    Houston Oil and
                                    Minerals Corp

                                    Mobil Oil Co.

                                    Exxon Co.

                                          11-21

                                BUILDING INVENTORY QUOiiSET     TOTALS

                  Category                    S.F..            Acq-             Replace.
                     1.                      77,046       $   714,768         3,346,000
                     2.                      93,573         1,240,171         6,322,000
                     3.                     123,370         1,941,416         9,476,000
                     4.                     598,574         4t883,845       26,878,000
                     5                     1,218,595        7t877t668       18,565,000
                     6:                     162,153         lt954,875         7,769,000
                     7.                      29,316           432,861         2,003,000
                     8.                      59,600           778,018         1,352,400
                     9.                      27,241           256,437            822,000
                    10.                      16,107           314,253         lf049,000
                    11.                      40,660         6,307,331       30,846,000
                    12.                     795,639         6,623,389       22,218,000
                    13.                      93,760         1,562,224         7tO94,000

                                          3,335,634       $34,887,256     $137,740,400

                    14.                   1,940,604       $22,586,200     $103,967,000
                    15.                     143,726       $ 1,939,266     $ 5,223,000
                    16.                     311,667      .$ 3,648,828     $ 15,556,000

                                                11-22

                                 BUILDING INVENTORY      QUONSET POINT

                                                                          In
                Category           S.F.        Acq.        Replace.      Use      Usable    Demo.

                1. Administration

                   #7           42,550     $511,445     $2,501,000        x
                 421             1,040        2,000         10,000                             x
                 438            22,000     126,000         575,000                             x
                 523                640       2,500         11,000                             x
                 437             7,700      35,,000        180,000                             x
                 620             3,116      37,823          69,000        x

                                77,046     $714,768     $3,346,000

                2. Hospital      Dispensary
                                                                                   Brick    Wood
                   #8           91,350 $1,184,149       $6,092,000                  x          x
                 508             2,223      56,022         230,000                             X,

                                93,573   $1,240,171     $6,322,000

                3.  Dining Facilities, Food Handling & Storage

                 #15            14,060  $ 269,040       $1,316,000        x
                 #55            71,071   1,284,421       6,285,000                  x
                 #173            3,254      20,279          76,000                             x
                 #14            34,985     367,676       1,799,000        x

                              123,370   $1,941,416      $9,476,000

                4. Barracks

                 #56             3,786 $    58,948         288,000                             x
                #41 to #48    160,656    1,3091660-      8,908,000                             X]
                #49 to #54                 984,295       4,817,000                             x
                 #432           17,611     140,408         640,000                             x
                 #433           17,511     140,702         641,000                             x
                 #491           13,300      90,000         367,000                             x
                 #518           13,737      74,182         318,000
                 #522           56,600     266,000       1,089,000                  x
                              159,281    1,592,647       8,882,000                  x
                 #490           11,400      65,000         265,000                             x
                 #503           11,600      67,500         276,000                             x
                 #504           12,600      94,503         387,000                             x

                              598,574   $4,883,845     $26,878,000

                                               11-23

                                   BUILDING INVENTORY - QUONSET POINT

                                                                                In
                 Category            S.F.         Acq.          Replace.       Use       Usable     Demo.

                 5. Housing, Quarters

                 (circle) A-T      69,599     $ 202,710    $ l,'075,000                               x
                 (C.P.O.) 21-40    30,493        122,051        648,000                               x
                 Kiefer Park
                 (202-370)=168    201,375        755,193     4,084,000
                 Hoskins Park     414,162     1,287,663      2,762,000                                x
                 Military Dr.     196,800     1,834,000      2,940,000                                x
                 Navy Drive       106,278        987,794     11591,000                                x
                 Area #1           79,698     1,705,719      2,324,000                                x
                 Area #2           450,960       976,230     1,331,,000                               x
                 Dog Patch         -74,230       331,069     1,810,000                                x

                                1,218,595     $7f877,668    $18,,565,000

                 6. Recreation Facilities

                  #11
                  #12              24,100    $ 484,000      $2F366,000          x
                  #62                5,895       161,784        792,000                               x
                 #759                                                                                 x
                   &
                 Assoc. Bldgs.                                                                        x
                 #435              12,896        120,952        454,  000                             x
                 #436              19,594        450,375     1,950,000                                x
                 #502              11,400         66,000        270,000
                 #505              12,600         67,495        277,000                               x
                 #506              29,568        172,269        705,000                               x
                 #875                   900         90000        16,000         x
                 #876              10,000         10   000       17,000         x
                 #877                1,200        23,000         39,000         x
                 #922                8,000       243,500        321,000                    x
                 #923              13,000         26,000         36,000                               x
                 DS-34               4,000.       30,500        138,000                               x
                 DS-69               9,000        90,000        388,000         x

                                  162,153     $1,954,875    $7,769,000

                 7. Miscellaneous

                 #157 Chapel         7,400     $ 71,000     $   290,000                               x
                 #65 Laundry         7,381     .196,506         962,000                               x
                 #407 Fire Sta.      8,859        83,198        378,000         x          x
                 #410 Incin.         2,076        47,157        214,000                               x
                 DE-7 Laundry        3,600        35,000        159,000

                                   29,316      $432,861     $2,003,000

                                                        11-24

                                    BUILDING INVENTORY       QUONSET POINT

                                                                                In
                 Category             S.F.        Acq.          Replace.       Use       Usable     Demo.

                 8. Navy Exchange, Commissaries

                 #395               2,800         20,018       - 87,000         X
                 #934               1,800         47,000         56,400                               x
                 DHJ-3            55,000         711,000       1,209,000                   x
                                                                                          new        oYd
                                  59,600        $778f018    $1,352f4OO

                 9. Classrooms, Instructional Bldgs., S          mall Shops

                 #412               4,284       $ 16,904       $ 77,000                               x
                 #453               1,250           6,600.       38,000         x
                 #458               7,930         68,900        298,000         X
                 #459               6,230         90,801        166,000         x
                 #507               5,622         29,423        120,000         x
                 #510                  830        16,000         74,000         x
                 #694               lf095         27,809         49,,000        x
                                  27,241        $256,437       $822,0001.

                 10.   Sewage Disposal
                 #66A-66M         14,219        $293,653    $1,006,000          X
                 DS-55              lf888         20,600         43,000         x

                                  16,107        $314f253    $1,049,000

                 11. Heating - Power        Plants

                 #64              35,655      $6,247,078    $30,567,000         x
                 #195-#198          1,536         12,000         60,000
                 #63              -2,715          39,253        178,000         X

                                  40,660      $6,307,331    $30,846,000

                 12.   Warehouses, Storage, Garages,        Magazines

                 #13              18,700        $221,000    $1fl69f000          X
                 #19                1,930         41,304        202,000         X
                 #20                9,525        126f977        621,000         x
                 #59              23,573         190,927        867,000                    x
                 #98                5,151         76,187        346fOOO                               x
                 #100               3,074         l8f408         90,000                               x
                 #102               1,300         15,187         69,000                               x
                 #104             10,250         152,300        692,000                               x
                 #143               1,377         15,884         69,000                               x
                 #144               1,377         15,884         69,000                               X
                 #145               6,171         47,126        214,000                               x
                 #412             10,833          64,459        264fOOO         x
                 #414             12,600          73,355        317,000                    x
                 #415               2f412       $ 13f801    $    63,000                               X

                                                     11-25

                                      BUILDING INVENtORY,j- OUONSEt POINT'
                                                      @Acq.                           In
                  Category              S.F.                         Replace.        Use        Usable      Demo.

                  #416                5p252      $    48,456    $    220,000                                   x
                  #418               10,900           18,074          82jOOO          x
                  #419               10,,250          20,248          88POOO                                   x
                  #423                3,000           11,000          58,000                                   x
                  #424                3,000           11,000          58,-000                                  x
                  #425-430          104,832          731,301      3,330jOOO                                    x
                  #431                5,234           61,121         278,000                                   x
                  #451                9,312           48,925         225,000          x
                  #46-0               @1,540          10POOO          43,000          x
                  #462                4,284           19,463                                                   x
                  #516               12,600           47,015         193pOOO                                   x
                  #517               12F600           76,270         313,000                                   x
                  #518               13,737           74,182         318,000                                   x
                  #533-535           12,000           56,743         121,000          x
                                                                                                               x
                  #621                1,200             4,000         17,000
                  #630               18,062          576,493      1,014,000           x
                  # 58               .7,036,          75,789         371,000                                   x
                  #380                1,900           10,200          50,000                                   x
                  #384                4,000           27,000         132,000                                   x
                  #393                1,612           27f256         118,000                                   x
                  #394                1,062             41100         18,000                                   x
                  #880               71,493        11872,799      .3,064,000          x
                  DE-11&12            8,,200          26,000         116,000                                   x
                  DEE-1              22,000           33,000         153,000                                   x
                  DEE-5             175pOOO          850,000      3,676,000                       x
                  DF-11               4,100           13,000          58,000                                   x
                  DFG-3              30rOOO          128,000         551,000                      x
                  DS-24              41,000           94,000         426,000                                   x
                  DS-33              20,000           63,500         288,000                                   x
                  DS-45              50,000          263 000      1,077,000                                    x
                  D-180              14,400          162:000         434,000          x
                  D-184               3,200           15,000          68,000                                   x
                  #921                3,465           43,846          58,000          x
                  #487                1,095           27,809          49,000          x

                                    795,639      $6,623,389     $22,218,000

                  13.   Pier

                  #495               93,760      $1,562,224       $7,094lOOO          x

                                                          11-26

                                     BUILDING INVENTORY - QUONSET POINT

                 14, Electric Boat Buildings at Quonset

                                                                                          COSTS
                 BUILDING                   TOTAL AREA                            ACQ.              REPLACE.

                      1                    106,330   Square Feet                965,300       $   41723,000
                      2                    111,560                            1,063,700           51542,000
                    10                      14,000                              135,100              661,000
                    16                     242,030                            2,009,400           9,832,000
                    17                      51,972        it      to            668,900           31273,000
                    60                     622,726        it      it         11,553,100           57,680,000
                  149                      N/A
                  151                        3,272                                30,000             113,000
                  152                        20,984       it      to              11,,300             43j-000
                  166                      N/A                                    -
                  374                       65,500        it      11            197,200              965,000
                  375                       59,000        to      if            209.600           1,025,000
                  406                      111,300        11      11          1,194,500           5,424,000
                  409                            7.34     If      if               31700              17,000
                  420                       19,796                or            266,700           11154,000
                  464                        4,,264               it              63,100             308,000
                  480                        2,153                11              40,300             165,000
                  483                       500,000               11            187,700              918,000
                  484                       50,197                11            180,800              885,000
                  488                       50,895        it      It            645,700           2,428,000
                  536                      101,000                It            813,400           1,667,000
                  537                      170,835                If          1,396,300           2,759,000
                  108                        1,052        If      of              22,700              85,000
                  879                       13,163        it      If              88,800             152,000
                  897.                       211460       It      No              -                   60,000
                 DG-12                       4,127        it      it              58,700             266t000
                 DT-38                       4,127        to      11               71200              29,000
                 DT-39                       4,12-7       it      of              31,400              57,000
                 DT-41                                                            i5,900              65,000
                  628                        1,800        it      If              12,900              24,000
                  697                        2,200        11      of               5,000              22,000
                  698                        1,000        it                       2,500              11,000
                  932                       24,300                              427,000           21350,000
                  924                        8,000                                37,500              52,000
                    18                      19,500                of            147,400              721,000
                  373                       14,200        of      of              93,400             491,000

                                         1,940,604                         $22,586,200.       $103,967,000.

                                                          11-27

                                BUILDING INVENTORY - QUONSET POINT

                                                                         In
                Category           S.F.       Acq.         Replace.     Use      Usable    Demo.

                15. Airport

                #3             63,750      $  660,392    $3,231,000      x
                #61            28,100         543,000         -
                #132               225          2,524        13,000
                #165               360          3,600        14,000
                #455               700         36,000       179,000
                #456               730         36,000       179,000
                #457           25,669         153,892       666,000
                #481               830         14,000        66,000
                #509            5,600          16,000        74,000
                #360               640          2,500        11,000
                #711            3,350          29,310        53,000
                #818               708         38,548        68,000
                #822               700         37,300        69,000
                #823               180         12,700        24fOOO
                #884            6,900         230,000       376,000
                #885            4,900         112,000       182,000
                #890               364         11,500        18,000      x

                               143,726     $1,939,266    $5,223,000

                16.  National  Guard

                #4             63,750      $ 677,912     $3,317,000      x
                #5             63,750         676,930     3,312,000
                #6             63,750         657,545     3F217,000
                #11            76,080        1,061,079    3,414,000
                #97             3,111          50,000       245,000
                #99             lf377          18?408        90,000
                #101            1,300          15,000        73,000
                #103           10,300         158,000       772,000
                #105               200          4,800        24,000
                #129               225          2,524        13,000
                #130               225          2,524        13,000
                #131               225          2,524        13,000
                #139               192          6,022        29,000
                #140               192          6,022        29,000
                #141            1,400          23,100       113,000
                #142            1,400          17,000        76,000
                #155           21,670         201,555       758,000
                #618               960          4,832          9,000
                #619               960          7,460        15,000
                #626               600         12,391        24,000      x

                               311,667     $3,648,828   $15,556,000

                                                  11-28

                              BUILDING INVENTORY      DAVISVILLE     TOTALS

                   Category                      S.F.             Acq.             Replace.

                       1.                      224,878        $2, 467,396        $@10,614,000

                       2.

                       3.                        28,890         829,380            21,275,000

                       4.                      259,538        4,702,629           11,272,000

                       5.                      162,000            90,000              459,000

                       6.                      104,361        1,714,345            41466,000

                       7.                         9,218         167,650,              691,000

                       8.                        18,630         199,186            1,186,000

                       9.                      469,650        2,659,777            91739,000

                     10.                          -                -

                     11.                         15,982         615,870            2,557,000

                     12.                     2,097,401        10,608,821          44,837,000

                     13.       4,500 L.F. (Berth)

                                               980,000        7,910,347           35,899,000

                                             4,370,548       $31,965,411        $123,995,000

                                                   11-29

                                       BUILDING INVENTORY         DAVISVILL  E

                                                                                  In
                 Category            S.F.          Acq.            Replace.      Use       Usable      Demo.

                 10 Administration, Offices

                 #101               163,857     $1,344,040      $8?0011000                    x
                 A-78                1,,800           3,500         21,000                               x
                 A-129               2,900            5,000         30,000                    x
                 A-130               2,900            5,000         30,000                    x
                 A-133               2,900.           5,000         30,000
                 S-6                 31,100          33,300        198,000                               x
                 s-8                 4,700           49,000        292,000                               x
                 S-32                4,,600          58,424        348,000                               x
                 W-5                 7t100           46,400        262,000                               x
                 W-319               1,200           40,000        110,000                               x
                 #404               18,021         713,732      11020,000                     x
                 #395                7,800         108,600         180,000                               x
                 #397                4,000           55,400         92,000                               X

                                    224,878     $2,467,396    $10, 614,000

                 3.   Dining Facilities, Food Handling & Storage

                 #C100              24,072        $805,745 $2,134,000                         x
                 #212                4,818           23,635        141,000                               x

                                    28,890         $829,380     $2,275,000

                 4. Barracks

                 0-101              21,,702     $  402,809    $ 1,075?000                     x
                 C-102              21,702                      1,075,000                     x
                 C-103              21,702         405,732      11075,000                     x
                 C-104              21,702         405,009      1,075,000                     x
                 C-105              21,702.        405,809      1,075,000                     x
                 C-106              21,,702        413,310      1,095,000                     x
                 C-107              21,702         360,531         955,000                    x
                 C-108              21,702         351,992         932,000                    x
                 C-109              21,702         351,589         931,000                    x
                 #391               32,110         598,163         992,000                    x
                 #392              -32,110         598,163         992,000                    x
                                   259,538      $4,702,639    $11,272,000

                 5.   Housing, Quarters

                 D264-D272                                                                               x

                 9 Buildings @ 18,000                10,000         51,000                               x

                                   162,000         $90,000        $459,000

                                                        11-30

                                       BUILDING INVENTORY          DAVISVILLE     In
                 Category              S.F.        Acq-            Replace.      Use       Usable     Demo.

                 6. Recreation

                 #108               10,453      $    59,566    $ 319,000          x
                 #236                   924            5,792        15,000                                X'
                 #237               2F863            13,500         72,000                                x
                 AH-2A              6,328            28,951        155,000                                x
                 C-114              30,000         450,277       11193,000                   x
                 C-115              31,314         498,164       1,320fOOO                   X
                 E-112                 -             56,294        153,000                   x
                 S-89               6,758            48,301        259,000                                X
                 #379               9,,298         336,063         595,000                   x
                 #380               6,423          217,437         385,000                   X

                                  104,361        $1,7141345     $4,466,000

                 7.   Miscellaneous

                 #341 Chapel        2,418         $ 79,310                                                x
                 S-16 Fire Sta.     61800            88,340        526,000                                x

                                    91218          $1671650        $691,000

                 8.   Navy  Exchange

                 #102               18,630         $199,186     $1,186,000                                X

                 9.   Classrooms, Instruction Bldg.,         Small Shops

                 #27                5,712          $51,,775        $308,000                               X
                 #31                4,200            22,000        125,000                                x
                 #32                4,720            13,850         78,,000                               x
                 #44                5,587            27,356        155,000                                X
                 #47                5,587            25,381        144,000                                X
                 #48                5,587            25,808        146,000                                x
                 #56                1,000            5,857          31,000                                x
                 #58                1,000            11,000         63,000                                x
                 #59                1,000            10,000         60,000                                x
                 #60                1,000            10,000         60,000                                X
                 #62                1,000            10,000         61,000                                x
                 #63                4,100            12,000         64,000                                X
                 #69                4,000            16,456        ..88,000                               x
                 #106               1,734            12,936         77,000                                x
                 #111               8,870            42,550        233,000
                 #113               1,000            2,500          15,000                                X
                 #118               7,888            39,789        237,000                                X
                 #175               1,668            5,134          29,000                                x
                 #213               1,456          $ 3,975         $ 26,000                               x

                                                        11-31.

                                      BUILDING INVENTORY         DAVISVILLE

                                                                                  In
                 Category             S.F.         Acq-_         Replace.       Use       Usable      Demo.

                 9. Classrooms, Instruction Bldg.,            Small  Shops (continued)

                 #277               51600         $ l7fOOO         $ 83,000                               x
                 #279               6,520           43,063          231,000                               x
                 #280               4,000           13,463           72,000                               x
                 #295               1,000             5FOOO          27,000                               x
                 #312               8,,000          20,665           57,rOOO                 x
                 #324               3j200           28,531           54jOOO                               x
                 #330               11000             6,900          190,000                              x
                 #332               1,000             4,900          24,000                               x
                 #343               1,810           34,049           83,000                               x
                 #344               lf447           23j,126          57?000                               x
                 #345                 820           19,030           46,000
                 #365               4,000           32,000           61,000                               x
                 #368               4,331           22,052           42,000                               x
                 #370               81000           101,617         187,000                               x
                 #371               8,372           97,534          179,000                               x
                 #372               5,100           44,720           82,000                               x
                 #374               11000             5,760          111000                               x
                 A-10CT               470             2,481          15,000
                 A-11               41000           13,000           76,000                               x
                 A-12               4,000           13,000           76,000                               x
                 A-63               1,000             3,500          21,000                               x
                 A-64               1,000             3,500          21,000                               X.
                 A-66                 280             3,000          16,000                               x
                 A-132                Soo             2,,273           1,400                              x
                 AH-30              1,400             3,193          17,000                               x
                 AH-4A              7,483             7fO14          38,000                               x
                 B-11               4,000           13,000           76,000                               x
                 C-116             21,698           430,260       1,140?000
                 C-117              8,580           65,245          173,000                               x
                 C-118              8,367           50,488          137,000                               x
                 C-120              4,483           25,057,          66,000                               x
                 C-121              5,166           19,166           52,000                               x
                 C-122              4,403           23,941           65,000                               x
                 C-123              4f938           35,056           93,000                               x
                 C-124              4,280           24,615           65,000                               x
                 C-'-125            4,000           26,257           69,000                               x
                 C-130              4,000           51,752          140,000                               x
                 C-131              4,000           22,000           58,000                               x
                 D-11               4,000           12,700           76,000                               x
                 D-12               4,000           13,000           76,000                               x
                 E-107              7,581           57j,400         152,000                               x
                 S-9                4,000           12,696           76,000                               x
                 S-10               4,000           12,696           76,000                               x
                 S-11               5,600           13,000           77,000                               x
                 S-17               3,097           78,684          479,000                               X.
                 S-20               4,000        $  13,000        $ 76,000                                x

                                                        11-32.

                                      BUILDING INVENTORY         DAVISVILLE

                                                                                 In
                 Category             S.F.                       Replace.       Use       Usable     Demo.

                 9. Classrooms, Instruction Bldg.,           Small Shops (Continued)

                 S-21               41000           $13,000         $76tOOO                             x
                 S-22               41000           13,000           76,000                             x
                 S-23               4,000           13,000           76,000                             x
                 S-40               41495           24,,715         147,000                             x     111
                 S-41               4,000           40,449          103,000                  x
                 S-42               4,000           12,696           76,000                             x
                 S-82               4,000             6,348          34,000                             x
                 -S-83              41000             6pOOO          34,000                             x
                 S-84               4,000             6,400          34,000                             x
                 S-85               4,120             7,745          41,000                             x
                 S-101              4,000                            42,000                             x
                 S-102              4,000           10,468           29,000                             x
                 S-103              41000             9,000          25,000                             x
                 S-104              4,000           11,520           32FOOO                             x
                 S-105              4,000             9,655          27,000                             x
                                    4,000             9,655          27j,000                            x
                 S-107              4,000             9,120          25,000                             x
                 S-108              4fOOO             9@1120         25,000                             x
                 S-109              41000             9,000          26,000                             x
                 S-110              4,000             9,000          25,000                             @x
                 S-111              4.,,000           91120          25,000                             x
                 s-112              41000             90120          25,000                             x
                 S-113              4,000             9,679          27fOOO                             x
                 S-114              4,000             9,655          27,000                             x
                 S-115              4,000             .9,,679        27,000                             x
                 S-116              4,000             9,679          27,000                             x
                 S-117              4,000             9,100          25,000                             x
                 s-118              4,000             9,120          25,000                             x
                 S-119              4FOOO             9,389          27,000                             X.
                 S-120              4,000             9,000          25,000                             x
                 T-2                4,000           12,700           76,000                             x
                 T-3                4,000           12,700           76,,000                            x
                 T-4                4,000           16,700          100,000                             x
                 T-5                4,000           12,700           76,000                             x
                 T-6                4,000           13,000           76,000                             x
                 T-7                4,000           13,000           76,000                             x
                 T-8                41000           13,000           76,000                             x
                 T-9                4,000           13,000           76,000                             x
                 T-10               4,000           12,696           76,000                             x
                 T-11               4,000           12,696           76,000                             x
                 T-13               4,000           12,696           76,000                             x
                 T-15               4,300           12,696           76,000                             x
                 T-16               4,000           12,700           76,000                             x
                 T-17               4,000           12,696           76,000                             x
                 T-18               4,000           $13,000         $78,000

                                                        11-33.

                                      BUILDING INVENTORY         DAVISVILLE

                                                                                 In
                Category             S.F.          asa_-         Replace,       Use       Usable      Demo.
                9. Classrooms, Instruction          Bldg.,   Small Shops (Continued)

                T-19               41000       $    12,700      $    76,000                              x
                #378               1,700            71,177         126,000                               x
                #390               4,400            43,000           66,000                              x
                #399               2,000            46,538           72,000                              x
                #408               4,000            15,000           19,000                              x
                #68                6,000            26,700         143,000                               x

                                 469,650        $2,659,777      $9,739,,000

                11. Heating, Power        Plants

                #103               1,848          $ 96,546      $  588,000                   x
                #210                  420           15,000           91,000                  x
                #225               2AP584           72,000         395,000                   x
                C-113              6,792           325,524         862,000                   x
                S-18A              1,200            29,200         169,000                   x
                S-29A              1,500            47,400         2750000                   x
                T-lA                  768           16,@200          940,000                 x
                W-3A                  600             9,000          53,000                  x
                W-5A                  270             5,000          30,,000                 x

                                  15,982          $615,870      $2,557,000

                12.   Warehouses, Storage,        P.W. Garages, Magazines

                #18               51,100          $170,500      .$1,015,000                  x
                #34               53,500           228,000       1,389,000                   x
                #35               51,500           227,200       1,383,000                   x
                #36               50,700.          237,100       1,444,000                   x
                437               51,000           217,000       1,321,000                   x
                #38               50,700           213,900       1,303,000                   x
                #39               50,700           223,900       1,363,000                   x
                #40               50,000           146,848         874,000                   x
                #41               34,400           145,300         865,000                   x
                #42               60,000           224,600       1,367,000                   x
                #43               13,386            95,092         538,000                               x
                #45               11,015            38,384         217,000                               x
                #46               10,517            37,262         222,000                               x
                #64               22,000            55,000         295,000                   x
                #67               12,700            63,400         340,000                               x
                #218              10,492           100,278         597,000                               x
                #224             102,000           828,428       4,802,000                   x
                #314             202,000           718,000       1,973,000                   x
                #315             202,000           718,000       1,973,000                   X.
                #316             202,000           718,000       1,973,000                   x
                #317             202,000          $718,000      $1,973,000                   x

                                                        11-34

                                      BUILDING INVENTORY          DAVISVILLE

                                                                                   In
                CategoKZ              S.F.          Acq.          Replace.        Use       Usable      Demo.

                12. Warehouses,       Storage,,   P.W. Garages'p Magazines (continued)

                #318              83,000        $1,207,000        $3,316,000                   x
                #363              111900             69,392          131,000                               x
                AB-3              31,000            127,417          .721,000                  x
                C-132             22,000             38,,000           99,000
                CD-3              30,400            127,300          720,000                   x
                E-319             83,000          lp012,000       21386,000                    x
                C-119             11,364             69,602          189,000                               x
                S-12              13,000            126,630          754,000                   x
                S-18              13,900            346,600       2,110,000                                x
                S-19              20,200             41,300          246,000                   x
                S-19A             20,200             41,300          246,000                   x
                S-26              20,000            354,910       2,113,000                                x
                T-1               22,000             93,000          555,000                               x
                W-1               20f2OO             41,300          246-?000                              x
                w-2               20,200             43,000          255,000                               x
                w-3               20,200             64,775          386,000                               x
                w-4               52,000             65,000          387,000                               x
                W-6               37,600            149,900          869,000                   x
                w-7               36,100            154,600          896,000                   x
                #410                   821           83,054          381,000                               x
                C-126             13,920             77,230          204,000                               x
                E-111             200,686           151,319          400,000                               x

                               2,097,401       $10,608,821     $44,837,000

                13.   Piers

                #1      (Berth)      2f650 L.F.$4,671,022      $28,442,000         x           x
                                  33 IT 330 S.Y.

                #2      (Berth)      1,850 L.F.   3,239,325       7,457,000        x           x
                                  75,560   S.Y.

                                  980,000  S.F.$7 9 10 3 47    $35,899,000

                                                          11-35

       I
       I
       I
       I
       I                                         %A'All,
       I                                    @@%
       1                                                        0
       1                                                   0@ 46F@
       I
       I
       I
       I
       I
       I
       I
       I
       I                                                                @ @ @
       I
       I

                                        TRANSPORTATION

                                           ROADWAYS

                  Existing Roadway Access

                  Presently, access to the proposed development of Quonset Point-
                  Davisville is through the Davisville-Devills Foot Roads which-
                  run east to west and from Post Road (U.S. Route #1) running north
                  and south. These roads are respectively a two lane highway which
                  traverses a residential area and a four lane highway through a
                  heavily developed commercial area. Traffic counts in'this area
                  indicate that approximately 51% of the traffic utilize Davisville
                  and Devil's Foot Roads, 33% from Post Road north and 16% from
                  Post Road south.

                  These roadways are servicing traffic volumes beyond their capac-
                  ities, resulting in excessive back-ups and restricted movement
                  of vehicles not only on the main arteries but on the surrounding.
                  roadways as well. Such force flow and delays cause great driver
                  discomfort and inconvenience.

                  Within the Quonset Point-Davisville area the existing tenants
                  have also expressed concern with regard to the vehicular traffic
                  delays experienced with access and egress to the complex.

                  Existing Trip origins

                  The 1976 trip origins to the Quonset Point-Davisville area are
                  based on actual traffic counts made by the R.I.D.O.T. Planning
                  Division.

                  The existing facilities located in the proposed development
                  area, comprising approximately 11% of the development area, pro-
                  duce a seven day, two way, average daily traffic of 15,100 vehi-
                  cles. Of greater concern to us is the workday aVerage daily
                  traffic which, through analysis of the D.O.T. counts, amounts
                  to approximately 18,400 vehicles. Assuming a 50% split"into
                  and out of the area, the one way average daily traffic is 9,200
                  of the traffic occurs at the morning and evening peak hours.
                  This amounts to 1840 vehicles per design hour competing for the
                  available road space during the critical peak hour periods of
                  ingress and egress.

                  These are the vehicles presently experiencing the aformentioned
                  bottlenecks and delays.

                 Develop6d and Projected TriL Origins

                 The total developable area of the Quonset-Davisville area is
                 approximately 1,300 acres. Of this area approximately 250 acres
                 are presently occupied, 150 acres by General Dynamics, Electric
                 Boat Division and 100 acres by temporary oil related service
                 companies.

                 As the area is further developed the Quonset Point Airport will
                 also become a trip generator into the Quonset Pt. Technical Park.

                 Trip generation, to a great degree,, is based on the anticipated
                 land use of the area. For the purpose of this trip generation
                 analysis a general appraoch will be used based on occupied areas
                 compared to the total anticipated developable area.

                 The total occupied area of 250 acres generates 9,200 work day
                 trip origins. Electric Boat estimates they alone generate
                 approximately 4,000 of these trip origins. The total 250 acres
                 occupied, applied to the 9,200 work day trip origins, yield a trip
                 generation factor of 36.8 trip origin per acre. The trip gen-
                 eration factor for the Electric Boat area, of 150 acres applied
                 to 4,000 trip origins, yields 28.6 trip origins per acre. These
                 trip generation factors are quite high for technical park, there-.
                 fore, it is assumed that the remaining acreage@will generate
                 trips at one-half the average of these two generating factors
                 or 16.5 trip origins per remaining gross acreage.

                 The remaining 1,050 acres of developable area will then gener-
                 ate 20,625 trip origins per work day. The existing 9,,200 trip
                 origins plus the projected 20,625 trip origins yield a projected
                 daily one way traffic volume of 29,825 for 30,000 trip origins,
                 one way, to the proposed Quonset-Davisville complex by the year
                 19960

                 The present peak hour traffi c volume, 20% of the existing one-
                 way A.D.T. work day volume, is based primarily on one major gen-
                 erator. As more and varied generators locate within the complex
                 with staggered work hours this peak hour factor could drop to
                 approximately 14%. Thus the projected 1996 one way A.D.T. would
                 yield 4,200 vehicles per peak hour competing for the available
                 roadway space or an increase of 128% over the existing peak hour
                 t,raffic.

                 No additional growth factors are applied to these volumes be-
                 cause of the very real possibility that commuter services in
                 the form of rail and/or bus mass transit systems will be afforded
                 the@complex. The rail commuter service between Providence and
                 Quonset-Davisville could be implemented with the,proposed high
                 speed northeast corridor rail service, now being studied, and
                 can be scheduled between the high speed service.

                 With the before mentioned traffic problems associated with
                 the existing traffic on the existing roadways coupled with the
                 projected traffic volumes it is apparent that an improved major
                 access be developed.

                                           111-2

                 The desirability of sites at the proposed technical park, to
                 a great extent, will depend on adequate primary access to the area
                 for motor vehicles.

                 Proposed Primary Access Corridor

                 The need for a primary access route to the Quonset Point-Davisville
                 area from a major highway of the state roadway network is apparent.
                 The anticipated traffic volumes could not be accommodated on the
                 local or primary route systems of the.adjacent area without
                 causing a complete breakdown of traffic on these systems.

                 Route 41 with its connection to Interstate 95 to the north and
                 the proposed connection to Route 138 and Interstate 95 to the
                 south, is considered the best location on the state highway system
                 for the primary access road to connect.

                 The location of the primary route connection at Route 4 falls be-
                 tween the Frenchtown Road and Route 2 interchanges. A general
                 corridor is shown, as a shaded area, on a plan entitled "Primary
                 Access Corridor". Within this corridor several alternates were
                 reviewed.

                 The primary access route may take the form of an arte rial along
                 the widened existing Davisville and Devil's Foot Roads, a free-
                 way concept entirely on new location or a combination of these.

                 Along with the proposed primary access the existing at grade in-
                 @ersection access to the Quonset-Davisville complex should be
                 improved and maintained to serve much of the Post Road traffic.
                 This access point would also serve as a relief valve should the
                 primary access road experience delays.

                 Much more in-depth study, along with an environmental impact
                 statement, would be required before a preferred roadway align-
                 ment can be determined.

                                              111-3

                                          TRANSPORTATION

                                         AIRPORT FACILITY

                     General Description

                     Quonset State Airport borders along the easterly limits of
                     the proposed Quonset Point Technical Park. By virtue of its
                     location, the airport affords a major attraction for industry.
                     Business is relying increasingly on air transportation because
                     f the advantages it offers in speed, and flexibility of opera-
                     tions. In essence, the proposed technical park may well be
                     0

                     identified as an airport industrial park designed to integrate
                     air transportation into the industrial operations and offering
                     maximum use of air transportation in the movement of personnel
                     and products.

                     Quonset State Airport is classified as a General Aviation
                     Airport performing under daylight operations. By definition,
                     general aviation flying encompasses all civil flying except
                     that by.-air carriers. Relative to general aviation, bus iness
                     .flying represents the use of aircraft as a transportation
                     vehicle.. Company-owned aircraft are used to transport
                     executives, sales personnel, technicians and components from
                     plant to plant and to customer locations, thereby saving
                     time and enabling greater coverage of marketing areas.

                     Land uses to be permitted will be influenced by.the height
                     limitations for structures required for the safe operation
                     of aircraft in the approach zone of runways and in the general
                     vicinity of the airport. For a General Aviation Airport, the
                     navigable airspace or the imaginary surfaces which are the
                     control parameters for structure height limitations are
                     defined in "Part 77 - Objects Affecting Navigable Airspace"
                     of the Federal Aviation Regulations and are shown on
                     Transportation Plan 4. These regulations tend to encourage
                     horizontal or lateral structures rather than vertical
                     development of structures, thereby creating an aesthetically
                     pleasing low profile industrial development. These regula-
                     tions are a useful guide in the establishing of specific
                     zoning ordinances.

                     Physical Plan of Airport

                     The airport property occupies approximately 650 acres con-
                     taining four (4) runways with supporting taxiways and aircraft
                     parking areas. The' airfield besides operating as.a general
                     aviation airport will also be used jointly by the Air National
                     Guard.

                     Runway 16-34, the main runway, is 200 feet wide by 8,000 feet
                     long oriented northwesterly. Runway 5-23 is 150 feet wide
                     and 4000 feet long oriented northeastely. These are the only
                     runways which will be operative at present. Runway 1-19
                     oriented due north is 150 feet wide by 4000 feet long and will
                     be temporarily inoperative.

                                            111-4

                    Runway 10-28 will be rendered inactive and will be
                    utilized as a taxiway and helicopter parking area.

                    With the expected growth of military operations and the future
                    growth of air transport resulting from the development of the
                    technical park, runway 16-34 will become a precision instrument
                    runway while runway 5-23 will remain a general aviation
                    runway. Activation of runway 1-19 will likely occur during
                    this growth period.

                                             111-5

                                        TRANSPORTATION

                                      RAILROAD FACILITIES

                     Availability of Service

                     According to the Final S stem Plan of the United States
                     Railway Association (U.S.R.A.), rail service will be pro-
                     vided to the rail yard at West D&visville. From this
                     location all rail distribution will be provided by Seaview
                     Railroad Co., Inc. to the Quonset Point Technical Park.

                     Quonset/Davisville Rail System

                     1.  Capabilities of Rail Feeder Lines

                         The existing rail system and all feeder lines are
                         licensed by the Navy to the State of Rhode Island
                         Port Authority which in turn leases the rail system
                         to Seaview Railroad Co., Inc.
                         Any transporting of goods on this rail system will
                         be accomplished by Seaview Railroad through separate
                         contracts with present and future businesses located
                         at Quonset/Davisville.

                         Seaview Railroad intends to expand its services as
                         required to meet the needs of the anticipated growth
                         of the Quonset Point Technical Park.

                     2.  Condition of Rail Feeder Lines

                         The condition of the present track system is good and
                         is considered to be a Class 1 and 2 under Federal Railroad
                         Administration Track.Safety_Standards.

                         Funding for necessary improvements to the rail system
                         is sponsored by the Department of Commerce (Title 10)
                         and New England Regional Council. Grants in the amount
                         of $45,000.00 for 1976 and $30,000.00 for 1977. This
                         funding encompasses only labor costs for rehabilitating
                         existing trackage.

                     3.  Recommended Improvements/Extensions of Rail System

                         At the present time three rail systems are recommended
                         to service different areas depending on the scenario.
                         However, according to Seaview Railroad Co., Inc. lease
                         agreement, the total footage of track cannot be reduced.
                         Also, any and all improvements or new tracks will be
                         performed by SeavieW Railroad Co., Inc. under force
                         account work.

                                            111-6

                                         TRANSPORTATION

                                     OCEAN PORT DEVELOPMENT

                     EXISTING PIER/WHARF CONDITIONS

                     The following design data is based on information from
                     Construction Drawings provided by the Port Authority.

                     A. Quonset Carrier Pier #495
                         1.  Concrete on piers is 3000 lbs. per square inch
                         2.  Live load on piers is 4,00 lbs. per square foot
                         3.  Allowable Stresses
                             Concrete - 1000 lbs. per square inch
                             Steel - 20,000 lbs. per square inch
                         4.  Impact: 15% of wheel loads on beams
                                       10% of wheel loads on girders

                     B.  Davisville Marginal Wharf
                         1. The rigid pavement (concrete) live load is 1000 lbs.
                             per square foot
                         2.  The flexible pavement (asphalt) live load is 600 lbs.
                             per square foot
                     C.  Davisville Pier #1 -
                         1. Live load is 600   lbs. per square foot at  40 foot
                             width each side of pier
                         2.  Live load is 500 lbs. per square foot at   170 foot
                             center section of pier.

                     D.  Davisville Pier #2
                         1.  The rigid pavement (concrete) live load is   1000 lbs.
                             per square foot
                         2.  The flexible pavement (asphalt) live load is 600 lbs.
                             per square foot.

                     CHANNEL DEPTHS/RAIL FACILITIES

                     A.  The Channel depths to the Quonset/Davisville piers and
                         wharf are approximately 30 feet depending on silting
                         which has taken place.

                     B.  In the vicinity of the Quonset Pier there exists a turn
                         around basin of approximately 12 million square feet.

                     C.  Unloading facilities are available and are adequate for
                         the present needs.

                     D.  Rail facilities are available to all the piers/wharf
                         and are in good condition.

                     ADJACENT SHORE DEVELOPMENT

                     A.  Quonset Carrier Pier
                         T-his pier adjoins the present sewerage facility on one
                         side and'land occupied by Electric Boat on the other.

                                                111-7

                     B.  Davisville Piers/Whar
                         -TS-e-land on each side of these piers are considered
                         1.1sensitive" areas in terms of wildlife and wetlands
                         and at present, with the exception of the possible
                         development of additional bulkhead facilities, this land
                         will not be disturbed.

                IV.  SUPPORTING LAND FACILITIES

                     The land area adjacent to the piers are suitably supplied with
                     rail and storage facilities (some of which consist of 120,000
                     square feet).

                     It is also noted that a major portion of the land area is paved.

                V.   PROPOSED IMPROVEMENTS

                     The development of additional bulkhead and piers at Davisville
                     is reflected on two scenarios plans and the rationale for the
                     extent of,development is described in the scenario texts.

                                               111-8

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                                          SITE UTILITIES

                                    WATER DISTRIBUTION SYSTEM

                     The existing water supply for Quonset Point/DoLvisville
                     consists of a series of gravel packed wells with a total
                     delivery capacity of 4.75 M.G.D. (million gallons daily).
                     The water distribution system consisting of several miles
                     of piping is particularly well gridded and has ample size
                     supporting transmission mains. Storage for this system is
                     provided with an approximate balance of underground and elevated
                     water storage totaling 4.65 M.G. Most of the well-pumping
                     stations and underground reservoirs contain auxiliary power
                     that can maintain the system in operation for extended power
                     failures.

                     Records and reports of Quonset Pt/Davisville indicate that
                     when in-full operation in 19,71, the average daily water
                     consumption was 3.22 M.G.D.; maximum daily usage for the
                     Quonset Pt. Technical Park would be approximately two times
                     this amount, or 6.44 M.G.D.

                     Of particular interest at the present time is the future
                     water consumption when Quonset Pt. has changed to a commercial,
                     industrial, and recreational related use. To do this on a
                     preliminary basis, several assumptions were made.- Also,
                     analysis oflexisting metered facilities were reviewed and
                     used as a guide for future water use where no other data
                     was available.

                     Water usage for industrial areas was computed on the basis
                     of 2,000 gallons per acre per day, office related areas.were
                     determined on the basis of 1000 gallons per acre per day.
                     Storage areas and the new piers at Davisville were allotted
                     water usage on the basis of the best estimate or in the case
                     of the new piers, estimates were obtained from NERBC-RALI report
                     for oil company support facilities.

                     At General Dynamics and the golf course whose water usage has
                     been reasonably established, actual metered quantities were
                     used for the purposes of this report.

                     The following table lists each of the proposed industrial
                     areas of development and other activities that will remain
                     unchanged.

                                             IV-1

                                                TABLE 1

                                          FUTURE WATER USAGE

              Area         Acres                Activi@y.         Average Water Use
                                                                  Based on 2000 Gal/
                                                                  Acre/Day except
                                                                  As Noted

                1           60                                     120,000
                2           40                                       80,000
                3           90                                     180,000
                4          120                                     240,000-
                5          235                                     470,000
                6                              Storage             100,000*
                7          213                 Golf Course         500,000**
                8           68                                      68,000***
                9           68                                     136,000
               10          176                                     352,000
               11                              General Dynamics    1001000**
               12           40                                       80,000
               13           85                                     170,000
               14          100                                     200,000
               15                     New Piers @ Davisville       300,000*

                          1295                                   3,096,000 M.G.D.

                   Estimated Because of Indeterminate Function
                   Based on Metered Usage
                   Based on 1000 Gallorls/Day/Acre
                   Numbered areas were designated for use in determining
                   water computations

             Note: The total 3,096,000 M.G.D. represents the projected
             average daily flow requirement.

                                                  IV-2

                      Based on the total average daily flow from Table 1  of
                      3,096,000 M.G.D., maximum daily usage would"'Ie"'Ew-ice this
                      amount or 6,198,000 M.G.D. Fire flow  requirements could
                      vary considerably depending on the particular activity or
                      industry that will plan to locate at Quonset Pt.

                      Fire protection for Quonset/Davisville is in most instances
                      provided by well spaced hydrants connecting to properly sized
                      water transmission and distribution piping. The requirements
                      for fire fighting water supply vary a great deal throughout
                      the service area. They may vary from 750 gallons per minute
                      in the present residential areas to 5,000 G.P.M. or 6,000
                      G.P.M. at more hazardous locations such as the new pier and
                      bulkhead area. In general, however, it is anticipited that
                      fire protection of about 3,000 G.P.M. would be adequate to
                      control most fires for a duration of 3 to'4 hours.

                      The present criteria for fire flow requires, that under
                      maximum daily flow conditions, a fire flow of (say) 3,000
                      G.P.M. v@ill not deplete the distribution storage by more than
                      one third.

                      This would work in the following manner:

                      Input to the system from'wells is approximately 2,975�
                      G.P.M. Output from the system during maximum day would be
                      4,200� G.P.M. plus a fire flow of 3,000� G.P.M. Input
                      minus output equals the delpletion rate, or in this case,
                      4,225� G.P.M. The total depletion of distribution storage
                      during a 3-hour fire would be about 760,000 gallons. The
                      existing distribution storage is 4.65 M.G. One-third of this
                      quantity is 1.55 M.G.

                      Therefore, the depletion of storage experienced during a
                      fire requiring a flow of 3,000 G.P.M. would only be about
                      one-sixth of the quantity available.

                      The foregoing information has been provided as an example
                      of the overall system capability. The requirements of each
                      potential industry at the multitude of available locations
                      within the site will require individual analysis. This
                      type of computerized hydraulic analysis is beyond the'scope
                      of this report and since specific industrial data is not
                      available, the results would be subject to inaccuracy
                      because of the lack of the data.

                      With this in mind some broad general statements can be made
                      about the water supply distribution and storage system. Each
                      of these three segments of the water system, although somewhat
                      separate in nature, are totally interrelated.

                      The water supply system, although high in ir on and manganese,

                                                IV-3

                      does not constitute a health hazard and is adequate to serve
                      the foreseeable demands placed upon the system by industrial
                      development at Quonset Point.

                      The water distribution system is a well reinforced system
                      with the exception of some minor side streets and dead ends.

                      Water mains have been sized large enough to handle large demands
                      and fires, and in most instancesi water mains have been looped
                      to provide greater support. Individual industry requirements
                      will in some instances outstrip the distribution system's
                      capability to furnish water; however, minor water main
                      extensions should be able to correct most water distribution
                      problems.

                     .Water storage for Quonset Point is provided with underground
                      and above-ground storage totaling 4.65 M.G. This storage is
                      considered to be adequate for the future growth of Quonset
                      as an industrial development.

                      It should be pointed out that fire protection for high
                      hazard areas such as the new pier areas, or areas that might
                      store fuel oil, may require quantities of water that cannot
                      be supplied by the distribution system. In situations such
                      as this the use of a salt water pumping for fire protection
                      may be contemplated. This should be evaluated at the time
                      the need for such high fire flow arises.

                                                IV-4

                                        SITE UTILITIES

                               PROPOSED SANITARY SEWERAGE SYSTEM

                    The area designated for the pro@osed wastewater treatment
                    plant is bordered by Roger Williams Way on the west, 2nd Street
                    on the south, Lincoln Street on the north and Richmond Street on
                    the east. All sewage flows collected at manhole located at,the
                    intersection of 2nd Street and Roger Williams Way (see Sheet No.8)
                    will be diverted to the proposed treatment plant by gravity. All
                    other sewage flowing to the existing wastewater treatment plant
                    will be pumped by the proposed pumping station. The plan
                    consists of extending the existing 14 inch force main to the
                    proposed wastewater treatment plant and making use of the
                    existing force main.

                    The proposed sanitary facilities to service the Davisville
                    Road area from Roger Williams Way to the pier areas consists
                    of a pumping station, force main and interceptor sewer along
                    Davisville Road. The capacity of the pumping station and
                    interceptor will also accommodate sanitary pumping facilities
                    from ships docking at the piers.

                               EXISTING SANITARY SEWERAGE SYSTEM

                    The existing sewerage system in Quonset consists of
                    gravity sewers, pumping stations, force mains and primary
                   .treatment plant. Sewers located in the Administration
                    Triangle on the east.side of Davisville Road and the area
                    encompassed by Camp Avenue, "B" street, Davisville Road
                    and Roger Williams Way flow by gravity to'the main pumping
                    station. The sewage is then pumped through a 14" force
                    main directly to the treatment plant. A small lift station
                    is also located in this area.

                    The personal support area and the Kiefer Park area   sewers
                    flow by gravity to the treatment plant. This area   also
                    includes two pumping stations.

                    The West Davisville and the Davisville pier areas are served
                    by separate systems consisting of septic tanks and leaching
                    fields.

                                             IV-5

                                          SITE UTILITIES

                                STEAM AND GAS DISTRIBUTION SYSTE*@,p%@-\'

                    Steam

                    The existing steam plant will continue to service the needs
                    of General Dynamics and other present occupants at Quonset/
                    Davisville. It is noted that this plant is very inefficient
                    and should be abandoned. It is recommended that all future
                    development at Quonset/Davisville be serviced by individual
                    heating systems divorced of the present steam plant.

                    Gas

                    The existing gas system is small and limited to servicing
                    the Davisville area. Gas did service the now abandoned
                    Kiefer Park. Providence Gas Company has assured us that
                    they can provide the quantity of gas needed for future
                    development. However, no gas lines will be extended to
                    service new development unless the demands of the new
                    development is such as to be economically beneficial to
                    the Providence Gas Company.

                    Therefore, it is anticipated that the only.costs for
                    steam and gas will be that required to serve the individual
                    land parcels.

                                      STORM DRAINAGE SYSTEM

                    A comprehensive storm drainage system presently encompasses
                    the entire project area and is shown on sheet No. 9. In
                    the proposed development of the various areas, it is expected
                    that the existing facilities be utilized to the fullest extent
                    possible. it is noted, however, that in some areas there are
                    broken and blocked piping and structures. Depending upon the
                    specific land use requirements and the geometric concept of
                    each area to be developed, it is apparent that the removal
                    and/or abandonment of the system may be necessary.

                    In accordance with the dictates of topography and.grading at
                    each site, re-routing of existing discharge lines in addition
                    to new installations to adequately accommodate the surface
                    water runoff will be necessarry.

                                               IV-6

                                       SITE UTILITIES

                               ELECTRICAL DISTRIBUTION SYSTEM

                   Quonset Point/Davisville area is'presently served by the
                   Narragansett Electric Company. Two distribution systems
                   are installed. one owned by the Rhode Island Port Authority
                   (Navy) and the other by Narragansett Electric Company.

                   It is Narragansett Electric Company's intention to purchase
                   the state owned distribution system which receives its source
                   from Narragansett Electric Company.
                   The area is served by multiple 115 KV transmission 'lines.
                   Distribution on the former Air station is 34.5 KV with a
                   limited 12.470 and 4.160 KV overhead and underground
                   network.

                   @arragansett Electric Company states at this time there
                   is ample electric power available from the 115 KV and
                   34 KV system. Ten miles to the north, at the Drum Rock
                   Substation, 345KV is also available.

                   Narragansett Electric Company plans are to furnish any
                   size load required. Depending on its size, an extension
                   of the 34.5 KV will be made, or an extension of the 115 KV
                   with a 115 KV/34.5 KV substation to be constructed at
                   Quonset/Davisville near the required loads. Narragansett
                   Electric Company indicates only normal.service charges
                   would be made for standard installations. All costs for
                   service to Quonset/Davisville will be borne by Narragansett
                   .Electric Company.

                                  'COMMUNICATIONS SYSTEM

                   Communication systems serving the present occupants at
                   Quonset/Davisville are good. New England Telephone Company
                   will provide additional service to future development when
                   the demand arises

                                      FIRE ALA RM SYSTEM

                   The existing fire alarm system is adequate to serve the present
                   occupants. However, a more modern fire alarm system is .
                   necessary to serve the needs of future development. It is
                   our understanding that the State of Rhode Island is presently
                   considering a new fire alarm system. Therefore, assuming they
                   will implement this new system prior to this site development,
                   the cost of this system has not been included in this contract.

                                              IV-T

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                                      ADDITIONAL STUDIES

                                 SURFICIAL GEOLOGY OF THE SITE

                    The material generally encountered throughout the site consists
                    @of the gray-brown poorly graded sands, the gravelly sands with
                    little or no fines and the silty sands and sand-silt mixtures.
                    Frequently, these soils are interspersed with the fine grained
                    inorganic silts and inorganic clays of low to medium plasticity.

                    Ledge outcropping is evident at the knolls west of Fry's Pond.
                    More detailed soils exploration data is available from borings
                    taken in the Kiefer Park area. Six borings were taken. The
                    material encountered was a brown-gray fine to coarse sand
                    interspersed with fine and..fine to medium.gravel and traces Of
                    silt. Most of the upper layers are dry or moist, dense to
                    medium dense with blow counts ranging from 15 to 40. The upper
                    two (2) foot layer of soil consists of a dry, loose topsoil
                    and fill material. Very dense material was encountered at
                    those borings indicating refusal.

                    Water levels were recorded at depths from five (5) to nina (9)
                    feet below ground surface.

                    Within the Air National Guard property which lies west of the
                    airport, two borings were taken. The material encountered was
                    a brown, brown-gray fine- to coarse sand overlaying a 3' -6" to
                    5' -6" layer of dark brown fibrous peat. Below this peat, the
                    material was a gray-brown fine to coarse sand with silt traces.
                    Blow counts for the material above the peat ranged from 6 to 16
                    indicative of a loose to medium dense soil. Below the peat
                    layer, blow counts ranged from 17 to 46 indicating a medium
                    dense to dense soil.

                    Water levels were recorded at depths of four (4) and nine (9)
                    feet below ground surface.

                    Based upon the blow counts indicated above the soils encountered
                    are adequate to sustain the anticipated loadings of an indust-
                    rial development. Where peat and other low load bearing soils
                    are evident, special foundation design concepts are to be
                    considered.

                                              V-1

                                        BORINGS TAKEN AT

                                       AIR NATIONAL GUARD

                                              SITE

                                              V-2

                                     AMERWAN PILE ORIVING EQUIPMENT CORPORATION                                                                                          SKEET-- 1 -0               F
                                                100 WATER STREET                      EAST PROVIDENCE, R 1.                                                              DAYE - -
                              Fenton G. Keyes & Assoc.                                                                Providence, R.I                                    HOLENO.--
                     TO                                                                            JADDRESS
                     PROJECTNAME Proposed Maintenance Sho LOCATION                                                .   Quonset_Point,                 R.I.                LINE 6 STA.
                     REPORT SENT TO-                            above                                          PROJ. NO,                                                 OFFSET
                     SAMPLES SENT.TO                                                                           OUR JOB NO.         72-553                                SURE. ELXV.
                               GROUND WATER OBSERVATIONS                                           CASING           SAMPLER           CORE BAR.                             202 A
                                                                             Rods-IIAWII                                                               START             2/23/77
                   At-                        after 1/4 Hours                Type                      H/S               S/S                                             -r- -
                                                                                                                                                  -    COMPLETE          2 23777
                                                                             Sizel.D.              Auger            i-3/81,                            TOTAL MRS.
                                                                                                                      f4 -0#                          BORING FOIREMAI P -                         cla-
                   All.                       of ter            Hours        Hammer Wt.                                                  BIT          INSPECTOR - ob 13 1 b I I n
                                                                             Hommer Fall                                 3011                        1 SOILS ENIGR

                      LOCATION          OF BORING:
                          Casing          Sample             Type         slows per                FM-65 ture      Strata               SOIL IDENTIFICATION                                    SAMPLC
                           Blows          Depths                of        on Sampler               Density                         Remarks include color, gradation, Type of
                                                                                                                   Change          soiletc. Rock- color, typo I, condition, hard-
                            per         From- To           Sample From                Tq              or
                           foot                                        0-61r-6--12 12-18.@cLn is?.                  Elev.          ness, Drilling time, seams and etc.                      No. PinlR*c..
                                       01-11611                 D     29 1 27              30      Wet                             If Frost & Loam - Brown
                                                                                                   very                            fine SAND, some silt,
                                                                                                   dense                           trace of fine gravel - Fill

                                                                                                                      51
                                       51-61611                 D     7         8          8       Wet                             Brown Gray fine to                    coarse             2 181,1011
                                                                                                   Imedium                         SAND, little Silt.& fine
                                                                                                   dense                           gravel - Fill
                                                                                                                    91611
                                                                                4                  Moist                           Dark Brown fibrous PEAT,                                 3     18 '15'
                                                                                                   medium                          trace of fine sand
                                                                                                   stiff

                                                                                                                      15'
                                     7"5-161611 D                     15         12        15      W t                             Gray Brown f ine SAND,                                --4 18,141
                                                                                                   medium                          some silt
                                                                                                   dense              181
                                                                                                   Moist
                                                                            I                      medium                          Brown fine to medium SAND,
                                       201-21'611 D                   6         6                                                  little Silt                (running.)                    5     itsi. /-I
                                                                                                   dense
                                                                                                                   221511
                                                                                                          ST                       t5rown                           yme 11-
                                     22       11-23      11"'   -D                                                                                                     t
                                         15                                     17        2        We n's e      23111".           cjraveI7 it7te 51
                                                                                                   I                                Bottom of Boring                   2311111
                                                                                      R2

                      GROUND SURFACE TO                                               USED H/S/A "CASING:                     THEN                S/S to Z3 11
                   Sample Type                                              Proportions Used                   1401b Wt. x 30" tall on 2"O.D. SoftWer                                    SUMMAF"-
                   D:Dry C--Ccired WrWoshed                                 trace     OtolO%           CGhe3ionless Den ity            Cohesive Consistency                      Eorth   Boring
                                                                                                                             15,
                   UP=Undisturbed Piston                                    little    10 to20%                 0-10      Loose              0-4       Sof t      30 + Hard       Rock Coring
                                                                                                               10-30 Med.Dense              4-8 M/Stiff                          Sompies
                   TP=Te3t Pit A=Auger V=VoneTest                           some      20to35%                  30-50 * Dense                8-15       Stif f
                   UT=Undisturbed Thinwall                                  and       35 to 50%                50 + Very Dense              15-30 V-Stiff                     HOLE No

                                                                                                                                                          SHEET
                               AMERICAN PILE DRIVING EQUIPMENT CORPORATION
                                                                                                                                                          DATE
                                          100 WATER STREET                  EAST PROVIDENCE, R 1.
                                                                                                                                                          HOLE NO.          BH-2
                 To       Fenton G. Keyes-& Assoc.                                       ADDRESS         . Providence,            R.I.
                                       proposed              ntenance -- I                                 Quonset Point, R.                              LINE 6 STA.
                 PROJECT NAME                            Ma i                 S ho LOCATION
                 REPORT SENT TO                          above                                      PROJ. NO.                                             OFFSET
                 SAMPLES SENT TO                                                                    OUR JOB NO.         72-553                            SURF. EL EV.
                                                                                                                                                               Dots             IN-1
                          GROUND WATER OBSERVATIONS                                      CASING          SAMPLER         CORE BAR.
                                                                      Rods-11AW"                                                         START            2123/77
               At
                  -61211                 after 1/4 Hours              Type                  H/S               S/S       -                COMPLETE         2/23/77-
                                                                      Size 1. 0.         Auger           1 319"                          TOTAL HRS.
               At      31811             of ter-1-12 Hours            Ho,,e, Wt.                            140#                         BORING FOREMAN P.              8 resc i a
                                                                                                                            BIT          INSPECTOR                 boo G 15 FTK*
                                                                      Hammer Fall                        - 3-0                           SOILS ENGR.
                   L" O-C'ATION OF BORING:                                                                                                                                           .:7
                      Cosin         Sample            Type            Blows per 6"       Moisture                          SOIL IDENTIFICATION
                            9                                                                            Strata                                                                SANO.-
                       Blows         Depths              Of           on Sampler                                        Remarks include color, gredation, Type of
                                                                                         Density         Change         soiletc. Rock- color, type, condition, hard -
                        Pw         From - To         Sample lrom             To              or                         ness, Drilling time, seams and etc.              7No, Pe'-)
                       foot                                    0-6    1 6-12     12-18 Consist.          Elev.
                                  01-116"                D     20       25        26     Moist                          11 Frost - Brown fine SANDI 1 -1-8                           -
                                                                                         very                           trace of silt & fine
                                                                                         dense                          gravel - Fill                                                7
                                                                                                         41611          1
                                                              7-        3        3       Moist
                                  5`61601                D                                                              Brown fine to           coarse SAND,               2
                                                                                         loose                          little silt, trace of fine
                                                                                                         81611          ravel - Fill
                                                                                         Wet                            Dark Brown PEAT mixed witb
                                   10'- H '6"'      -D 7@               5        5                                      fine Sand, little fine                                 R.:_
                                                                                         stiff             121          qravel
                                   121-131611            D     13       20        26     Ve-t
                                                                                                                        Gray Brown fine to coarse
                                                                                         dense                          SAND, some fine to medium
                                                                                                                        gravel, little silt                                     14
                                   151- 161611           D     13       11         11    Wet                                                                             7-
                                                                                         medium                                                                                      I
                                                                                         dense
                                                                                                                                                                                     -7

                                                         D     17     --17=
                                  201-211611                                                               2-1
                                                                                                                        YeTlow Brown fine SAND &
                                                                                                         21161,         Silt, trace of fine gravel
                                                                                                                        Bottom of Boring 21'611

                                                                                                                                                                                     -7-

                   GROUND SURFACE TO                                                     H/S /A "@;SING:                THEN             5 1 S-Poon       to 21,   $61,
                Sample Type                                           Proportions Used              1401b Wt. x 30"foll on 2"O.D. Sampler                               SUMMARY
               D--Dry CzCored W=Woshed                                tmce     Otolo          Cohesionless Densit         Cohesive Consistency                     Earth Boring JL@-'
                                                                                     %                                  * y
                UP-.Undisturbed Piston                                little  IOIo2O%               0-10      Loose            0-4       Sof t     30 + Hard       Rock Coring
                                                                                                                                                                   SoMpl*$
                                                                                                    10-30 Med. Dense           4-8 M/Sliff
                TPsTestPit A:Auger V:VoneTest                         some    2oto350/C             30-50     Dense            B-15       Stiff
                117zlinAiletwhod ThinwMi                              cind    '%5t6Sf)0/-                Va" none&             M-ILM                        I HOLE NO. 8 H

                                     BORINGS TAKEN AT

                                        KIEFER PARK

                                         V-5-

                                          American Drilling & Baring Co., Inc.                                                                           SHEET-                OF
                                                                                                                                                         DATE
                                             100 WATER STREET                 EAST PROVIDENCE, R. 1.
                      TO       Fenton G.Keyes Assoc.                                    JADDRESS Providence, RI                                          HOLE NO.          BH -1
                      PROJECTNAME Quonset Pt.Facilitiei;__P1aTLocATiON                                    North Kingstown,R1                             LINE & STA,
                      REPORT SENT TO          above                                                   PROJ. NO.                                          OFFSET
                      SAMPLES SENT TO                                                                 OUR JOB NO.         72-030                         SURF. ELEV,
                                                                                                                                                                           TIme
                               GROUND WATER OBSERVATIONS                                     CASING       SAMPLER         CORE B
                                                                           Rods-AW                                                       START           719176
                            91-                                                                                                                                                       .,
                      At         611        after 1/2 Hours            Type                  BW             S/S                          COMPLETE        7/2/76                       1A.
                            casing@301                                 Size 1. D.            2h"          1-3/8"                         TOTAL MRS                                      A.
                                                                                             300#,L       14                             BORING i6kMAN A. DIXT=o
                      At                    of ter          Hours      Hammer Wt.                                            BIT         INSPECTOR
                                                                       IHammer Fall          247-         -SOTT-                         SOILS ENGR.

                       LOCATION OF BORING:
                            Casing      Sample           Type          Blows per 6"          Moisture     Strata           SOIL IDENTIFICATION                               SAMPLE
                            Blows        Depths             of         on Sampler                                     Remarks include color, gradation Type of
                      0L                                                                     Density      Change      soiletc. Rock- color, type, condition', hard -
                      M     per        From - To        Sample From              To          or
                            foot                                                                            ev.       ness, Drilling time, seams and etc.                  No7Pen Rec.
                                                                                   12-18     Consist.     El
                            6        01-11-6"               D      1       2        2        dry                     Dark brown TOPSOIL,little                             1   1811211
                            7      1                                                         100fia       2'-0"      IfIne gravel jill
                            31
                            40
                            42                                                               dry                     Brown fine SAND,some                   silt,
                            29       51- 61-6"_ D                  ifil is          21       dense                   Little,fine gravel, Fill                              2 18'11"

                            110
                            47
                            142                                                              wet
                            19       101-111-6'             D                'A     15       medium                  Gray fine,to medium SAND,                             3- 18'     10
                            1,                                                               dense                   Little silt

                            34
                            27       '151-161-6" D                 15      21       31       wet                     111rown fine SAND,some silt                           4- 1811211
                            42                                                   -           very                                                                      -
                            57                                                               dense        181-011
                            103
                            160                                                              moist                   Da.rk gray fine SAND,some
                            28       20'-21'6"              D      55      62       58       very                                                                          5 18-112"
                            30                                                               -dense                  silt & fine gravel, Till
                            68                                                                            231 -0" 1
                            46                                                               wet
                            IQ                                                                                       Gray-brown fine to coarse
                            90       251-261-61_ D                 121, 13          13       medium                  SAND,Some silt,some fine                              6 18`12"
                            60                                                               dense        27'-0"     aravel
                            74                                                                                       Gray fine SAND & silt,
                            80                                                               wet                     Trace fine gravel, Till
                            83
                                     30'-3l'-6" D                  46      66     103        very         -311-611                                                         7   18'    10"
                       -                    11-fill ny in,)An"                               dense -                 Refusal-Bot. of Boring 31'-6"

                                                                                                                                                                                   F      I

                                                                                                      Ox open end AW to-,,' 1404-3*0"

                       GROUND SURFACE          TO             lot                USED        BW -"CASING:            THEN S-/S--tD-      11'6"-rhpn n-p-rnd-refus 1
                      Sample Type                                      Proportions Used               1401b Wt.x 30"fall on 2"O.D. Sampler                              SUMMARY..,
                                                                                                                     ,n
                      D=Dry C=Cored W=Washed                           trace                                         . isity ohesive
                                                                                 ot,io%          Cohesionless De '         C     i    Consistency                 Earth
                      UP=Undisturbed Piston                            little    10 to20%             0-10           L o as e   6-4      Soft     30 + Hard       Rock Coring
                                                                                                      10-30 Med. Dense          4:,6 M/Stiff                      Samples __7-
                      TP=Test Pit A=Auger       V=Vane Test            some      20to350/6            30-50 - Dense             8   5     Stiff
                      UT=Undisturbed Thinwall                          and       35to5O%              50 + Very Dense          15-30 V-Stiff                  HOLE NO.BH-1

                      TOWN PRESS - EAST PROV.

                                        American Drilling & Boring Co., Inc.                                                                       SKEET                  OF    2
                                           100 WATER STREET                   EAST PROVIDENCE, R. 1.                                               DATE
                    To        Fenton G.Keyes Assoc.                                     ADDRESS Providence, RI                                     HOLE NO.           BH-@
                    PROJECT NAME Quonset Pt.Facilities Pla                                          Nortb Kingstown,R.I.                           LINE a STA.
                    REPORT SENT TO              above                                   LOCATION                                                   OFFSET
                                                                                                I PROJ. NO.
                    SAMPLES SENT TO                                                             JOURJOBNO. -72-030                                 SURF ELEV.
                                                                                                                                                                   - =fne.
                              GROUND WATER OBSERVATIONS                                                                                                 Date
                                                                      Rods-AW           CASING        SAMPLER        CORE BAR.
                              _61f                                                                                                  START          1/6/76                        rn
                    At- 9                 after 1/ 2     Hours      Type                  BW            S/S                         COMPLETE       7/6/76                        :M:
                                                                    Size 1. D.          2k"         1-3/8"                          TOTAL HRS.
                    At                    after          Hours                                                                      BORING FOREMAN A. WE _21 10
                                                                    Hammer Wt.            300#         140#             BIT         INSPECTOR
                                                                    Hammer Fall                                                     SOILS ENG.R.

                     LOCATION OF BORING:
                              Casing  Sample          Type        Blows per 6 14        Moisture                       SOIL IDENTIFICATION
                                                                                                    Strata                                                            SAMPLE
                    Q6        Blows    Depths            of       on Sampler            Density                   Remarks inciud    ecolo; gTdation, Type of
                    W         per                                                                   Change       soil etc. Rock- color, type, condition, hard-
                              foot   From - To       Sample From              To           or           ev.       ness, Drilling time, seams and etc.              No. Pen Rec.
                                                                          -1.2-  12-18  Consist.     El
                              3    01-1'-611             D     1 1 1            2       dry                     Dark brown TOPSOIL                                 1 1811711
                              4  1
                              12
                              18
                              22
                              12   51- 61-61"            D     14        16     22 dry                          Gray-brown fineto coarse,                          2 1&'112"
                              14                                                        Idense                  SAND,little fine gravel
                              16

                                                                                        wet
                                   101-111-6" D                14       17     13       dense                                                                     T T7812"
                              12
                              14
                              20
                              22                                                        wet
                                                                                        medium
                              12   191-161-61,           D     12       14      15      dense                                                                     4      18  .'112"

                              In
                              12 120'-2l'-6" D                 12      1        15                              Gray-brown fine SAND,trace                        7        8T
                              14                                                                                fine gravel, trace silt

                                   25'-26'-6" D                         10      17                                                                                 6    18" 12"
                                                                                                    261-6111
                                                                                                                Bottom of Boring 26" -6"
                      @
                              4
                              6

                              2
                              14
                              0

                      GROUND SURFACE TO                  25'                  USED      BW       CASING:        THEN _377-to 291611
                    Sample Type                                     Proportions Used             1401bWt.x30"fallon2"O.D. Sampler                                 SUMMARY:
                    D=Dry C=Cored W=Woshed                          trace     0t0I0%         Cohesionless Den         C    's've Consistency                Earth Bor,-ng--_ZB  6"
                                                                                                                        ohe
                                                                    little    10 t020%                                     @-4      Sof t
                    UP=Undisturbed Piston                                                       0-10      Loos,                              30 + Hard      Rock Coring
                                                                                                10-30 Med. Dense           4                                    PI
                                                                                                                           8:B M/Stiff                      Sam es
                    TP=Test Pit A=Auger       V=Vone Test           some      20to350/c         30-50 - Dense                  5      Stiff
                                                                    and       35to5O%           50 + Very Dense           15-30 V-Stiff
                    UT=Undisturbed Thinwall                                                                         I                                 I HOLE NO.BH`2

                                         American Drilling & Boring Co., Inc.                                                                       SHEET
                                                                                                                                                                          OF
                                            100 WATER STREET                EAST PROVIDENCE, R. 1.                                                  DATE                -3
                     TO       Fenton G.Keyes Assoc.                                               @S   Providence, RI                               HOLE NO.        BH
                                                                                         ADORES      North Kingstown, K. I.-                        LINE & STA.
                     PROJECT NAME       Quonset Pt.Facilities,F-lan                      ILOCATION
                     REPORT SENT TO               above                                           I PROJ. NO.                                       OFFSET
                     SAMPLESSENTTO -_               TV                                            JOURJOBNO.       72-U3U                           SURF. ELEV.
                              GROUND WATER OBSERVATIONS                 .Rods-AW         CASING        SAMPLER        CORE BAR.                         Date          Time
                           go                                                                                                        START            7/2/76                     p.m.
                     At                    after 1/4 Hours           Type                  BW            S/S                         COMPLETE        7/2/76                      I.M
                                                                                           2k11                                                                                   in:
                                                                     Size 1. D.                         1-3T8-"                      TOTAL HRS.
                                                                                                                                     BORING FOREMAN              D IV =eo
                     At                    aft er        Hours       Hammer Wt.            300#          1               BIT         INSPECTOR
                                                                     IHammer Fall                         3011                       SOILS ENGR.

                      LOCATION OF BORING:
                           Casing      Sample          Type       Blows per 6  It        Moisture    Strata            SOIL IDENTIFICATION                             SAMPLE
                                                                                                                   Remarks include color, gradation, Type of
                           Blows       Depths            of       on Sampler             Density     Change        soiletc. Rock-color, type, condition, hard-
                     Q     per        From - To        So                    To            or
                     0                                   mple - From
                           foot                                             2    12-18                             ness, Drilling time, seams and etc.              No. P6n Rec.
                                                                           i             Consist.     Elev.
                         .3         01-11-611            D      3         4        6     dry                     Brown TOPSOIL & vegetation                         1 _18"12T
                           4                                                             loose        2'-Q"      Little fing gravel. FILL

                                                                                         dr                      Brown fine SANDV some silt,
                           16                                                                                    Trace fine gravel
                           12       5'_ 61-6" D                  14     15      19 1     dense                                                                      2
                           16                                                                         71-011
                           41
                           56                                                  -         moist                   Gray fine SAND,some silt,
                           78       lot-111-611 D 130                1 57       109      very                    Some fine gravel, Till
                       -                                                                 dense                                                                      3
                                    (al 2,
                                                                                                                 Refusal-Bot.ofBoring 12'-0"

                                                                                                                   -DXX open end AW rod             300#.3o,-

                       GROUND SURFACE TO                   101                USED       BW -"CASING:            THEN SIS 6, o.e.rod to refusal
                     Sample Type                                     Proportions Used             1401bWt.x3O"foIlon2:'0.D.      Sampler                         SUMMARY-
                     D=Dry C=Cored W=Washed                          trace     ot,io%       Cohesionless Density       Cohesive  Consistency                Earth Boring
                     UP=Undisturbed Piston                           little   IOto2O%             C-1            e          0-4      Sof t    30 + Hard     Rock Coring
                                                                                                   0        Loo:n
                     TP= Test Pit A=Auger V=Vone Test                some     20to350/c           to-3o Med.D se            4-8 M/Stiff                     Samples
                                                                                                  30-'50 - Dense            8-15      Stiff
                     UT=Undisturbed Thinwall                         and      35to5O%             50 + Very Dense          15-30 V-Stiff               [HOLE NO. BH-3
                                                                                         17-A

                                                 American Drilling & Boring Co., Inc.                                                                                               SHEET                        OF,1
                                                     100 WATER STREET                       EAST PROVIDENCE, R. 1.                                                                  DATE
                        TO          Fenton G.Keyes Assoc.                                                   DDRIESS        Providence,R.I.                                          HOLE NO.             BH-4
                        PROJECT NAME           Quonset Pt.Facilities Plan                                   LOCATION       North Kingstown,R.I.                                     LINE & STA.
                        REPORT SENT TO                               above                                                                                                          OFFSET
                                                                       of                                                  I PROJ. NO,         72-U3U
                        SAMPLES SENT TO                                                                                    OUR JOB No.                                              SURF. ELEV.
                                    GROUND WATER OBSERVATIONS                           Rods-AW             CASING           SAMPLER            CORE BAR.'                                Dote             Time            M
                                                                                                                                                                  START                 7/6/76                          O:M.
                                                                                                                                                                                                                       P
                        At- 81                     after 1/4 Hours                                            BW                S/S
                                casing@20'                                          Type                                                                          COMPLETE              7/6/76
                                                                                    Size 1. D.              2k"                --3 -/8                            TOTAL HRS.
                                51                                                                                                                                BORING FOREMAlij A. D                ATe-T Tol
                        At -    hole open          of ter--Y-2 Hours                Hammer wt.              300#              140#                  BIT           INSPECTOR
                                                                                    Hammer Fall               2411                                                SOILS ENGR.

                          LOCATION OF BORING:
                                Casing        Sample               Type         Blows per 6"                moisture                              SOIL IDENTIFICATION
                                                                                                                           Strata                                                                           SAMPLE
                                Blows          Depths                of          on  Sampler                Density                         Remarks include color, gradation, Type of
                        a.                                                                                                 Change          soil etc. Rock- color, type, @ondition, hard-
                        uj      per          From- To            Sample From                   To             or
                                foot                                         0-611 6-12           12-18     Consist.         Efev.          ness, Drilling time, seams and etc.                         No. I PenlRec.
                                4          01-11-15"               D          1         3            2      dry                           Brown TOPSOIL & vegetation                                     1 18'1112"
                                5                                                                           loose             21-01'
                                6
                                5                                                               -           moist
                                                                                                            medium                        Brown fine to coarse SAND,
                                6          5t- 61-611 D                      7          11           17     dense                         Some fine to medium gravel, 7--f"8 TT
                                AR                                                                                                        .Trace silt
                                15                                                                                         R 1 -011
                                20
                                29                                                  1                       wet                           Brown fine to coarse SAND,
                                7          10'-11'-611                                                        edium                       Some fine, gravel,trace silt                                 -j- -1 T rr-2w
                                                                   D                    15        14        m
                                8                                                                           dense          129-01,
                                9                                                                                                         Dark brown fine to medium
                                6                                                                                                         SAND, little silt, trace
                                                                                                                                          coarse sand & fine gravel
                                5          151-16'-6                 D       5 1        7            8                                                                                                   4- 18111111
                                14                                                                                         171-011
                                16
                                21
                                1) 1;                                                                                                     Gray fine SAND,little silt,
                                17                                 D         7          12        15                                      trace fine gravel                                              5      18" 12"
                                19                                                                                         221-011
                                                                                                                                          Gray fine SAND & silt,
                                30                                                                          wet                           Little fine gravel, Till
                                           25'-26 -6" D J_@_                            17        20        dense          261                                                                           6      18" 12"
                                                                                                                                          Bottom of Boring 26'-6"

                                                                     25
                                OUND
                          GR 350        SURFACE TO                                            USED 13W                     CASING:        THEN 5/5 to
                        Sample Type                                                 Proportions Used                       140IbWt.x3O"foIlon2"O.D. Sampler                                           SUMMARY
                        D--Dry C=Cored W=Woshed                                     trace      0toI0%           Cohesionless Den                 C h ,        Consistency                       Earth Boring
                                                                                                                                                                                                            ng
                                                                                                                                                        's've
                                                                                                                                                   0 e
                                                                                    little           00                    0-10    Loc's"'              @-4       Sof t     '30 + Hard          Rock Coring
                        LIP= Undisturbed Piston                                               (0to2 16                                    ,e
                        TP=TestPit A=Auger V=VoneTest                               some      20to350/,                    10-30 Med. Dense             4-8 M/Stiff                             Samples
                                                                                                                           30-E                         8-15        Stiff
                        UT=Undisturbed Thinwall                                     and       35to50%         1            50-+                         15-30 V-Stiff                   POLE NO.B

                                             American urilling & Boring Co., Inc.                                                                                SHEET                    00 1
                                                100 WATER STREET                                                                                                 DATE
                                                                                   EAST PROVIDENCE, R. 1.
                               Fenton G.Keyes Assoc.                                                           Providencie,R.1.                                  HOLE NO.          B11- 5
                       T                                                                       JADDRESS                                                          LINE 8 STA.
                       PROJECT NAME Quonset Pt.Facilities I I                                   LOCATION       North Kingstown, R.I.
                       REPORT SENT TO                 above                                                 PROJ. NO.                                            OFFSET
                       SAMPLES SENT TO                                                                      OUR JOB No.       72-030                             SURF. ELEV.
                                                                                                                                                                       Date           Time'
                                  GROUND WATER OBSERVATIONS                 Rods-AW              CASING         SAMPLER          CORE BAR.                                            _'         G-In
                                                                                                                                                 START              7/2/76                       p.m.
                                                                                                 BW               S/S                                                                        .   q.m,
                       A,      51              after 1/4       Hours        Type                                                                 COMPLETE           7/2/76'                      P.M.
                          hole op       .en                                 Size 1. D.           2k"            1-3/f                            TOTAL MRS.                 A.D1ATeTr5-
                       At                      after           Hours                             300#           -1-4 0- V                        13ORING FOREMAN
                                                                            Hammer Wt.                                              BIT          INSPECTOR
                                                                            Hammer Fail          2411                                            SOILS ENGR.

                        LOCATION OF BORING:
                               Casing      Sample           Type            Blows per 6"         Moisture      Strata              SOIL IDENTIFICATION                                  SAMPLE
                               Blows       Depths              of           on Sampler           Density                      Remarks include color, gradation, Type of
                       W       per       From- To           So                       To             or         Change        soiletc, Rock-color, type, condition, hard-
                                                               mple From
                                                                    -       I r-I
                               foot                                    0-6     6-2      12-18    Consist.       Elev.        ness, Drilling time, searns and etc.                  No.   Pe'P I Rec.
                               6        01-11-611              D      1       2        4         dry                        Brown TOPSOIL,trace fine                                1 18112"
                               7                                                                 loose         21-0" Isand

                               14
                               19                                                                mo st
                               12       5'_ 61-611             D_ 141                            dense                      Brown fine           SAND,trace silt                   2      18'11"
                               17
                               20
                               74
                                                                                                 moist                     Gray very           fine SAND,little
                               17       10   -11       611     D      7                          dense                       silt
                               19                                                                              121-011
                               44
                               q A                                                                                         Gray fine to medium SAND,
                               39                                                                moist
                                        15'-16'                n       26     142                very                      Somesilt,some fine gravel,                              4 12"         7"
                                             @16'           DXX 180)0"                           dense          60-011,T111
                                                                                                                            Refusal-Bot.ofBoring W-101"

                                                                                                                       D, (X cM         end AW rod 3ooo-30-

                         GROUND SURFACE TO                                           USED BW                CASING:       THEN S IS            o. e. rod t
                                                                                                                                                                 O=r@
                       Sample Type                                          Proportions Used                1401b Wt. x 30"fall on 2"O.D. Sampler                                SUMMAR*:
                       D=Dry C--Cored W=Washed                              trace     0tol0%          Cohesionless Density         Cohesive Consistency                  @Eorth Boring
                                                                                                                        , 'S e             4     Soft       30+
                       UP=Undisturbed Piston                                little   10 to20%               0-10     Lco,                                         Hard      Rock Coring
                                                                                                            10-30 Med. Dense            4-8 M/Stiff                         Samples
                       TP=Test Pit A=Auger          V=Vane Test             some     20to350/c              30-50 -                     8-15       stiff
                       UT=Undisturbed ThinwoJI                              and      35to5O%                50 + Verl                  15-30 V-Stiff                 @HOLE NCI. BH-5
                       TOWN PIPS% - PAST 911MV                                               17-1 0                                                                                          i

                                            American Drilling & Boring Co., Inc. i                                                                                SHEET
                                                100 WATER STREET                   EAST PROVIDENCE, R. 1.                                                         DATE
                             Fenton G.Keyes Assoc.                                                               Frovidence, R_ I.                                HOLE No.
                      TO                                                             Plan        ADDRESS     North KingstowTVR. I.                                LINE a   .iSTA.
                      PROJECT NAME Quonset Pt.Facilitiei_ ILOCATION
                      REPORT SENT TO                   above                                               PROJ. NO.                                              OFFSET
                      SAMPLES SENT TO                                                                      OUR JOB No.        72-030                              SURF. ELEV.
                                                                                                                                                                       Dote            Time
                                 GROUND WATER OBSERVATIONS
                                                                            Rods-AW              CASING          SAMPLER          CORE BAR.
                                 91                                                                                                                START            7/6/76                         P.m
                    At-                                                                             BW            S/S                                                                              9.M.
                         casing @20'           after- Hours                 Type                                                                   COMPLETE         7/6/76                         P.M.
                                                                            Size 1. D.           2k"                  3 _/8                        TOTAL HIRS,
                    At                         of ter-_ Hours                                                                                      BORING FOREMAN A* DIATe-T               =.o
                                                                            Hammer Wt.           300#                 140#           BIT           INSPECTOR
                                                                            Hammer Fall          2411                 30"
                                                                                                                                                   SOILS ENGR.

                       LOCATION OF BORING:
                             Casing       Sample            Type          Blows per 6"           Moisture        Strata            SOIL IDENTIFICATION                                  SAMPLE
                             Blows         Depths               of        on Sampler             Density                      Remarks include color, grodation, Type of
                    a.                                                                                           Change       soil etc. Rock- color, type, condition, hard-
                    Li       per                                       Fro m         To             or
                             foot       From - To          Sample      0-6  1 6-1                                             ness, Drilling time, searns and etc.                  No. Pen I Rec..
                                                                                   2_12-18       Consist.        Elev.
                             3         01-Il-6"                 D      1       3         3       dry                          Brown TOPSOIL,some fine sand.1                               18,111,
                             4                                                                   loose                        and gravel,Fill
                             5                                                                                   4 q -011
                             12                                                                  dry                          Brown fine SAND,               trace silt,
                             6         5'- 6'-6"- D                            17      10        medium                       Trace sea shells,FILL                                  2     18"10"
                             7                                                                   dense              1-011
                             8                                                                                   8
                             9
                             9                                                                   wet
                             4         10 1    11   -6"'        D      3       3                 loose                        Gray-brown fine SAND,some                             j      1:0-- M
                             5                                                                                                peat
                             5
                             4                                                                                   141-0.       1
                                                                                                 wet                          Brown fine to medium SAND,
                                       15'-16'-6                D      8       8       13        medium                                   fine gravel,trace
                                                                                                                              Little
                             20
                                                                                                 dense
                                                                                                                              Silt
                             24
                             24
                             25                                                                                  20   -()?1
                             17        20'-2116"                D 8            12       13                                    Rusty-brown fine SAND                     &silt         5 18"12"'

                             70
                             90                                                                                  24'-6"Refusal
                                       249-241611 DXX 11SO                                                                                                                                       ()If
                                                                                                                              Bottom of Boring 24'-6"

                                                                                                                              Open end AW rod

                       GROUND SURFACE            TO             24'                 USED BW --"CASING;                        THEN o.e.rod to refusal
                    Sample Type                                           Proportions Used                 140lbWt.x3O"fallon 2"O.D.          Sampler:
                                                                                                                                                                                 SUMMAR
                         ry C=Cored W=Woshed                              trace      0toIO%          Cohesionless Dens,       ty   Cohessive  Consistency                  Earth Raring    2     611
                    UP=Undisturbed Piston                                 little     10to20%               0-10       Loose.               -4      Sof t   30 + Hard       Rock   Coring
                    TP=Test Pit ArAuger V=VoneTest                        some      20to350/c              10-30 Med. Dense              4-6    M  ./Stiff                 Samples
                                                                                                           30-50,     Dense.             13-15     Stiff
                    UT=Undisturbed Thinwall                               and       35to5O%                50 + Very Dense             15-30    V-Stiff                 HOLE NO.BH-6
                      TOWN PRESS - EAST PROV.                                                 V-11

      I
      I
      I                                                                             1@1%1'11
      1                                                                      01%
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                                     COST ESTIMATES

                  Summary

                  The cost of developing Quonset Point Technical Park was
                  determined based on the present conditions and the assigned
                  usage of the land areas.

                  Quonset/Davisville was divided into 26 separate land areas.
                  These areas are described in the text for each development
                  scenario. Included in each land area is.the cost of demolition,
                  utilities to service the area, site preparation and site
                  improvements.

                  Based on this criteria, a cost per square foot was determined
                  and assigned each land area.

                  The costs of utility improvements on the main roads servicing
                  Quonset/Davisville was estimated separately and is reflected
                  herein.

                                            VI-1

                                     DEVELOPMENT SCENARIO I

                   Land Area No.              Acreage          Site Development Cost

                          1                     100              $2,241,389
                          2                      12                 287,496
                          3                      85               2,221,560
                          4                      30                 653,400
                          5                     120               2,688,600
                          6          8000 L.F.  Bulkhead
                                      and pier  area             18,386,429*
                          7                     225               5,439,050
                          8                     126              Navy retained land
                          9                     209.              5tOO7,222
                        10                       49               lr463,664
                        11                       21                 5151618
                        12                      235              Navy retained land
                        13                       75               1,782,400
                        14                       16                 479,888
                        15                        9                 218,922
                        16                       68               2,057,744
                        17                        7                 171,706
                        18                       66               1,841,376
                        19                        7                 177,706
                        20                       16                 425,328
                        21                       40               1,098,000
                        22                        5                 165,200
                        23                        5                 168,100
                        24                        8                 271,464
                        25                       14                 359,620
                        26                       22                 596,376

                                           TOTAL COST            $48,718,758

                   *From Ocean Port Development Costs

                                              VI-2

                                     DEVELOPMENT SCENARIO II

                 LAND AREA NO.               ACREAGE         SITE DEVELOPMENT COST

                      1                         100               $ 2,241,389
                      2                          12                   287-,496
                      3                          85                 2,221,560
                      4                          30                   653,400
                      5                         120                 2,688,600
                      6                         4000 L. F. buUthead @15,201,519*
                      7                         225                 -51439,U50
                      8                         120              Navy Retained Land
                      9                         209                 5,007,222
                    10                           -49                1,463,664
                    11                           21                   515,618
                    12                          235              Navy Retained Land
                    13                           75                 1,945,750
                    14                           16                   479,888
                    15                            9                   218,922
                    16                           68                 2,057,744
                    17                            7                   171,706
                    18                           66                 1,841,376
                    19                            7                   177,706
                    20                           16                   425,328
                    21                           40                 1,185,120
                    22                            5                   176,090
                    23                            5                   178,990
                    24                            8                   271,464
                    25                           14                   390,112
                    26                           22                   596,376

                                               TOTAL COST           45,836,090

                 *From Ocean Port Development Costs.

                                              VI-3

                                    DEVELOPMENT SCENARIO III

                   L-and Area No.           Acreage                Site Development Cost

                          1                   100                    $2,241,389
                          2                    12                       287,496
                          3                    85                     21221,560
                          4                    30                       653,400
                          5                   120                     2,688,600
                          6
                          7                   225                     5,439,050
                          8                   120                     Na   r.etained land
                          9                                             vb I
                                              209                     510    222
                         10                    49                     1,463,664
                         11                    21                       K5,618
                         .12                  235                     Navy retained land
                         13                    75                     1,945,750
                         14                    16                       479,888
                         15                     9                       218,922
                         16                    68                     2,057,744
                         17                     7                       171,706
                         18                    66                     1,841,376
                         19                     7                       177,706
                         20                    16                       425,328
                         21                    40                     1,185,120
                         22                     5                       176,090
                         23                     5                       178,990
                         24                     8                       271,464
                         25                    14                       390,112
                         26                    22                       596,376

                                                   TOTAL COST       $30,'634,571

                                                VI-4

               PRIMARY ACCESS CORRIDOR COSTS

               Basic Cost Assum2tions

                   Mainline Roadways                 @      $110    L.F.

                   Collector Distributor Roadways.@         $ 40    L.F.

                   Ramps                              @     $-50    L.F.

                   Turning Roadways                   @     $',40   L.F.

                   Structures                         @     $ 45    S.F.

                   Misc. Items & Utilities            @     15% of Total Cost

               ESTIMATE OF PRIMARY ACCESS     ON NEW  LOCATION

                   Mainline Roadway             2,000 L.P. @ $110/L.F.        $2,200,000.

                   Collector Distributor Roadways

                                               10,000 L.F. @ $ 40/L..F.       $ 400,000.

                   Ramps                        3,500 L.P.  @ $ 50/L.F.       $    175,000.
                   Route 4,
                   Turning Roadways             5,000 L.F.  @ $ 40/L.F.       $    200,000.

                   Davisville Connection        5,000 L.F.  @ $ 40/L.F.       $    200,000.
                   Structu res    18 more or 'less for a total area of 99,000 S.F. @

                                                              $ 45/S.P.       $4,455,000

                                                           SUBTOTAL           $7,6  30,000.

                                                  15% Misc. Items
                                                  & Utilities                 $1,144,500.

                                                          SUBTOTAL            $8,774,500.

               R.O.W. Cost of $1.5 Million

                                                              TOTAL           $10,000,000.

                                                VI-5

               RAILROAD SPURS COSTS
                                                  A1 01

               SPUR TRACK I

                         *Length of Rail       7,0601  @  $601FT        $420,000.

                          Turnouts                 2   @ $15,000        $ 30,000.

                          Grade Crossings          4   @  $7,000        $ 28,000.

                                                       SUBTOTAL         $478,000.

               SPUR TRACK II

                          Length of Rail      3,4001 @ $60/.FT          $204,000.

                          Turn6uts                0

                          Grade Crossings         1 @ $7,000            $ 7,000.

                                                       SUBTOTAL         $211,000

               SPUR TRACK III

                          Length of Rail    4,2001 @ $60/FT             $256,000'.

                          Turnouts               @l  @ $15,000          $ 15,000

                                                       SUBTOTAL         $267,000.

                                                          TOTAL         $956,000.

               *Cost per linear foot of track includes ballast, ties & rail

                                                    VI-6

               OCEAN PORT DEVELOPMENT COSTS

               DREDGING NEW CHANNEL AT PIERS

                 1. Material Useable For Backfill
                     At Bulkhead & Pier Construction

                                          1,020,194 CU. YD. @ $1.75    $1,785,340.

                 2.  Excess Material (Offsite Disposal)

                                          1,831,454 CU. YD. @ $2.75    $5',036,499
               BULKHEAD CONSTRUCTION                  SUBTOTAL         $6,821,839

                     Cellular Steel Shee t Pile Construction 4000 L.F   $8,379,680

               CONSTRUCTION OF PIERS

                     Steel Sheet Piling   Conc Deck          4000 L.F   $3,184,910.

                                                         TOTAL        $18,386,429.

                                               VI-7

                  Sanitary Costs

                  Davisville Piers and Navy Retained Area

                  12" Ducti le Iron Pipe   2500 LF @ $35.00'            $ 87j500.

                  18" Sewer                3000 LF @ $42.00             $125,000.

                  24" Sewer                7,500 LF @ $50.00            $375,000.

                  Broadway Pumping Station     L.S.                     $250,000.

                              Subtotal including 20%                  $1,005,000.
                              Contingency

                  Quonset Pt Area

                  14" Ductile Iron Pipe    2600 LF    $40.00            $104,000.

                  New pumping station to be
                  -located at treatment
                  plant site                   L.S.                     $250,000.

                              *Subtotal including
                               20% contingency                          $424,800.

                                              TOTAL                 $1,429,800.

                  *Based on assumption that the existing 14" FM will be used and
                  extended to the proposed Wastewater Treatment Plant.

                                                     VI-8

                   STORM DRAINAGE COSTS

                   Major Drainage Outlets

                      Flightpath Site and Davisville Piers

                         14800 LF @ $125/LF                  $1,850,000.

                      Personnel Support Area

                         1200 LF @ $90/Lf                    $ 108,000.

                      Roger Williams Way

                         3800 LF @ $112.50/LF                $ 455,000.

                      Kiefer Park
                         1500 LF @ $100/LF                   $ 150,000.

                      Reve nue Producting Area

                         3000 LF @ $100/LF                   $ 300,000.

                                              TOTAL          $2,863,000.

                      Costs Summary

                      *Development Scenario    I            $63,967rO58
                      *Development Scenario.--II--,......   $61,084,890
                      *Development Scenario 111             $45,616,371--

                      *This total represents the costs of   the primary access  corridor,
                      railroad spurs, ocean port development, sanitary system and
                      storm drainage. It does not represent the costs of site
                      acquisition.

                                                VI-9

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