Michael G. Terner

Maturing Municipal GIS in Newton, Massachusetts: From Single Department Project to Multi-Departmental Operational System

Newton, a relatively affluent City of approximately 83,000 people and 27,000 parcels, began its GIS program in 1991 with an initial GIS development focus within the Assessing Office. By 1994 this system expanded, both in data and applications, to include the Assessing, Engineering, Public Works, Planning, Inspectional Services, Schools and Management Information Systems departments. This paper will focus on the technical and administrative issues that were faced by the City in broadening the reach of this UNIX-based GIS program. Specific reference will be made to: use of the City's cable TV system as a network conduit for distributing GIS functions; development of user interfaces to support departmental activities; the importance of hard copy generation; GIS integration with Assessing's ORACLE-based CAMA system and DPW's ORACLE-based AM/FM system; and political and funding issues that were addressed during system development to insure continued system operation. The paper will also discuss current successes as well as ongoing challenges and problems. The thrust of the presentation will be on the transition from system development to sustained, operational implementation.









1.	INTRODUCTION:



The City of Newton, Massachusetts is a relatively affluent

suburb located directly west of Boston.  Newton is home to

approximately 83,000 people and covers approximately 18 square

miles.  In 1991 the City began a GIS development effort.  The

catalyst for GIS development was the Assessor's office, however,

development took place under the guidance of an

inter-departmental GIS Executive Committee.  Importantly, the

GIS Executive Committee was comprised of senior staff and

department heads.  



The majority of GIS development has been funded through "capital

improvement" moneys authorized by the Board of Alderman.  The

GIS Executive Committee created a 5 year capital improvement

budget.  The capital improvement budget outlined the funding

requirements for all aspects of GIS development: hardware,

software, data development, and staffing.  Due to continued

progress and success with the GIS implementation the GIS

Executive Committee has been successful in securing the full

funding outlined in the plan for each of the last 4 years.  To

date, approximately $1,000,000 has been authorized for GIS

development.



Applied Geographics, Inc. (AGI) became involved with the City of

Newton in 1992 when it won a competitive bid to automate the

parcel data layer.  In spite of the Board of Alderman's strong

commitment to funding GIS, they were reluctant to create a new

full-time staff position.  Consequently, it was decided to

out-source the high-level GIS work. Subsequently,  AGI won

competitive bids to provide system administration consulting

services to the city.  AGI has provided from 2 - 3 days a week

of on-site system administration and project development

services for the past two years.   



Based on the success of GIS implementation to date, the maturity

of the GIS data base and user community, and the need for more

than 2 days a week of support, the GIS Executive Committee was

successful in lobbying the Board of Alderman to create a new

full-time position of GIS Administrator.  A new slot was not

created, however, the Board of Alderman allowed the Management

Information Systems (MIS) Department to upgrade and fill a slot

that was currently vacant.  This position was filled on April

18th, 1995.  AGI will remain on contract through September 1995

to assist in the transition to in-house support and to complete

system documentation.



2.	THE NEWTON GIS NETWORK



Newton has been able to build and maintain high quality computer

system through the MIS department for a number of years.  City

Hall is networked with a series of Novelle file server and a

combination of 386, 486 and Pentium based PC's.  Several other

buildings such as the DPW garages, Police Headquarters and the

School Department have their own internal LAN's as well.  The

City is in the midst of implementing a WAN based on fiber

telecommunications that will eventually link all city buildings

(including all schools and libraries) into a high performance

WAN.



Currently, the City's cable TV operator provides channels to the

city that can be used for wide area communications.  These

channels are provided free of charge as part of the basic

agreement between the city and its cable TV operator.  While

many communities do not take advantage of this "fine print"

opportunity, it is widely available to communities with cable TV

franchises.  Newton has implemented technology and currently one

of the DPW garages is connected to City hall using what is

referred to as the "I-NET".  Over time, the I-NET will be

replaced by the new fiber net.



No special networking was introduced to support GIS.  The GIS

merely became another application available on the existing

network infrastructure.  Initially, the ArcInfo GIS software

was run on a Sun SPARC2 workstation (later upgraded to SPARC10)

located in the Assessor's office.  Subsequently, the Assessor

upgraded the platform on which the Assessor's CAMA data base

(described in detail below) ran to a high performance SPARC1000

server.  ArcInfo and ORACLE were moved onto this machine as

well.



Several of the PC were configured with high end graphics

capabilities, and Hummingbird's EXceed/W X-windows terminal

emulation software was loaded.  These PC's access the SPARC1000

over the existing LAN to gain GIS access.  The city currently

maintains 7 UNIX ArcInfo licenses.  Several large format and

small format plotters are available on the network.  To date the

following departments maintain the following connections to the

GIS, and GIS equipment:



Assessor:	SPARC1000, SPARC10, Tektronix X-terminal, backlit

table digitizer, 3 X-windows emulation seats, HP650c e-size

plotter



Engineering:2 X-windows emulation seats, 2 digitizers, HP650c

e-size plotter



Inspectional Services:1 X-windows emulation seat



MIS: 3 X-windows emulation seats, HP650c e-size plotter



Public Works:	1 X-windows emulation seat



Public Works Garage:1 X windows emulation across the I-NET.



Planning:	2 X-windows emulation seats, HP XL300 b-size color

plotter



The school department and police department will be adding GIS

seats this fiscal year.  Currently, the prototypical GIS

workstation configuration is a Pentium PC with a 19" or larger

monitor capable of running at 1280 x 1024 resolution that will

run X-windows emulation software.  The SPARC1000 will be

augmented by additional UNIX processing capabilities within the

MIS department this year.







3.	THE GIS DATA BASE:



3.1	The Core Data Base



The Newton GIS data base has grown steadily over the last 3

years.  The principal base map for the system is derived from

the Assessor's maps which originally dated from 1980, and were

based on 1979 photography.  These maps were produced using high

quality photogrammetric techniques and were delivered at the

metric scale of 1":1,000" (1":83.33').  These maps contained

parcel lines, rights-of-way, building footprints, and several

types of ancillary text (street names, lot dimensions, etc.). 

Fortunately, these data were developed on an early CAD system

and it was possible for the City to obtain DXF files of the

original linework.



These CAD files were turned over to AGI prior to parcel data

layer development.  AGI took the 168 individual files and

completed the following steps to create a seamless ArcInfo

digital data layer, with appropriate pointers to the existing

Assessor's data base:



	1.	Conversion from DXF to appropriate ArcInfo coverages



	2.	Edgematching, polygon closure



	3.	Creation of topology



	4.	Assignment of Assessor's section block and lot number



	5.	Update of parcel lines to reflect changes from 1980 - 1991



	6.	Check plotting



Building footprints and rights-of-way were processed into

ArcInfo coverages, however, they were not linked to any

attribute data bases.



3.2	Additional Data Sources



Other data layers that have been developed and/or integrated

into the GIS include street centerlines, and several layers of

annotation.  In addition, new data layers have been developed

covering a range of administrative boundaries within Newton,

including:



	1.	School districts



	2.	Wards and precincts



	3.	Community development block grant neighborhoods



	4.	Police patrol areas



	5.	Snow plow routes



These layers are typically developed using existing parcel lines

and/or street centerlines as templates.  Development of these

types of layers as projects will be discussed in greater detail

below.



Another important source of data for the growing GIS was

incorporation of data obtained by the local electrical utility:

Boston Edison, Company (BECO).  BECO funded a comprehensive

flyover and base mapping (1":100' scale) project of their entire

service area.  Part of the deliverables of that project were

planimetric data layers in ArcInfo format.  Through ongoing

communication with BECO, Newton secured copies of the BECO data

for Newton.



Three data layers were of particular interest to Newton: 1) the

building footprints, 2) the edge of pavement, and 3)

hydrography.  Newton's existing building footprints layer was

based on 1979 aerial photography.  The BECO footprints were

based on 1991 aerials. Thus, it was possible to receive a 12

year footprint update at very low cost.  Similarly, the existing

Newton parcel data base contains parcel lines.  Typically,

parcel lines conform to the "back of sidewalk".  By obtaining

the photogrammetrically interpreted "edge of pavement" it is

possible to build the width of the sidewalk and enhance the base

map.  In addition, other structures, such as traffic islands,

show up in the edge of pavement layer that are absent from the

parcels.  The BECO data also allowed Newton to obtain a high

quality hydrography layer.  This layer included the shore of the

Charles River and ponds ranging from hazards on golf courses to

the several hundred acre Crystal Lake.



In addition, Newton received a copy of BECO's utility pole data

layer.  Since, BECO provides street lighting to Newton this data

layer will have multiple uses within the DPW and Engineering

departments.



These data were easily integrated into Newton's GIS.  In spite

of the 12 year difference in the technology of data collection,

and a datum shift, the two disparate data source overlaid almost

perfectly.  In fact, the back of side walk (parcel) and edge of

pavement create a convincing graphic sidewalk.  While there are

slight differences in the interpretation of building footprints,

the overlay is excellent and offsets range from 0 - 3 feet.  New

structures, and additions to existing structures (the new wing

on the hospital), are easily discernible.



Researching developments in the local GIS community has paid

dividends for Newton.  The ongoing challenge will be to work out

an ongoing relationship with BECO so that they can obtain

digital data updates from Newton and so that Newton has ready

access to BECO's changing infrastructure data.



3.3	New Graphic Data Under Development



Once a system becomes operational there is an almost insatiable

appetite for new and better data.  Built into Newton's five year

capital improvement budget was funding for additional data

development.  The following will briefly outline major data

development projects currently under way.



During the 1979 flyover a 2 foot contour map was developed. 

These data were not available in digital format and digitization

was planned.  An early needs assessment completed by another

consultant estimated the cost of digitization at between

$100,000 and $150,000.  Consequently, these funding estimates

were built into the capital improvement budget.  By 1993 it was

observed that this level of funding could perhaps fund a new

flyover that would result in the digital recalculation of 2 foot

contours but would also allow for the development of a digital

orthophoto back drop for the existing planimetric data.  The

cost of this project was estimted, and it was decided that a

request for proposals to develop the contour data via a new

flyover would be pursued.



At the same time, the DPW was pursuing plans to develop data

layers for the water, sewer and drain system.  It was envisioned

that the new flyover could be used to capture the manhole, catch

basin, water valve and hydrant structures photogrammetrically. 

The DPW agreed to pool resources with the contour development

project and the result was a comprehensive flyover project that

included the following:



1.	New ground control to support the flyover 



2.	Color aerial photography



3.	Signalization (painting) of infrastructure features



4.	Development of a 2 ft. digital contour data layer



5.	Development of 1":100' color digital orthophotographs



6.	Planimetric development of manholes, catch basins, water

valves and hydrants.



This project was bid out in the Winter of 1993-94 and James

Sewall Company of Old Towne Maine was selected as vendor. 

Photography was completed in the Spring of 1994 and evaluation

of all products for a pilot area within the city is underway.



In tandem with the photogrammetric project is a contract to

automate a schematic data layer for the linear water, sewer and

drain pipe networks.  Funding was not available to support

digital data development from the very accurate "as-built"

drawings.  However, it was decided that a compromise level of

accuracy could be attained by automating the existing 1":400'

schematic plans of these pipe networks and then fitting the

schematic data to match the photogrammetrically collected

manhole data.  Key attributes of the pipe networks would include

the as-built drawing reference number as well as key information

compiled from the as-builts, such as invert elevation of the

manholes.  This contract was won by Applied Geographics and is

scheduled for initiation this Spring.



The last significant graphic data development project now

underway involves scanning the house connection records for the

water and sewer system.  The house connection records are

sketches of how each house is connected to the system and show

both where on the house the connection is and measured distances

to valves.  Due to the large number of house connections,

27,000+ for both water and sewer, it was anticipated to be too

expensive to accurately capture this information in vector

format.  Instead, Newton has a contract to scan the existing

records (stored in field notebooks) and then link the scanned

images to a vector rendition of the parcel.  In this system, it

will be possible to "point at a parcel" with the mouse and have

the appropriate scanned image appear.  



This allows Newton to maintain the integrity of the original

data collected in the field without having to undergo the

expensive process of having it reconciled with a

photogrammetrically collected base map.  The original field

notebooks date from the 1890's to the present.  An important

added benefit of the scanning project is the creation of a

permanent, reproducible copy of a unique and valuable city

archive.  In addition, the currently cumbersome card file access

to the connection cards will be replaced by both cartographic

access via ArcInfo and data base access (keyed on parcel

address) via a PC based image viewer.



3.4	Attribute Data



Due to limitations with the INFO software (to put it mildly),

Newton attempts to minimize the amount of data stored in INFO. 

The main attribute data base is attached to the parcel data

layer and is called the Assessor's Computer Assisted Mass

Appraisal (CAMA) system.  This system is responsible for storing

data on parcels, structures on parcels and owners of parcels and

creates the property tax bills for the city.  Literally hundreds

of columns of attribute data are available on each parcel

through CAMA.



CAMA system are created by a number of vendors.  Traditionally

CAMA systems have been COBOL applications running on some kind

of mainframe or mini computer.  Newton uses a CAMA system

written by SIGMA.  In part due to interest by communities

implementing GIS, SIGMA made a decision to port its CAMA

application from COBOL to the ORACLE relational data base

management system.  Newton agreed to purchase the ORACLE

software prior to the official availability of SIGMA's CAMA

application. The SIGMA ORACLE software is still not yet

available.  However, the ORACLE table structures are available. 

In the interim, Newton has written a number of scripts that take

the COBOL CAMA data and load it into ORACLE.  These scripts are

run on a weekly basis and provide the Newton GIS community with

relatively up-to-date, comprehensive parcel attributes.



Examples of attribute fields found in CAMA include:



1.	Owner information



2.	Property value information



3.	Structure value information



4.	Information on date of last sale



5.	Parcel details (frontage, traffic zone, address, dozens more)



6.	Structure details (number bedrooms, bathrooms, roof type,

kitchen quality, air conditioning, fireplaces, dozens more)



Currently, the ArcInfo parcel coverages are linked via the

relational data base interface (RDBI) to the ORACLE tables

storing the CAMA data.  Thus, the only attribute stored in INFO

is the parcel ID number.  When SIGMA's fully ORACLE CAMA system

becomes operational, the GIS coverages will be linked into the

transaction data base in a read-only fashion.  Currently, the

casual GIS user in Newton is offered a user interface which

facilitates both access and query of the CAMA data base.



Similar to the Assessor's office the DPW has decided to purchase

an ORACLE based third party data base application for facilities

management.  This application will facilitate the storage of

information on the infrastructure (roads, sewer, drain, water)

that DPW maintains and manages as well as the creation and

management of products such as work orders.  The Newton DPW

selected the Hansen software running on ORACLE on Novelle file

servers for these functions.



Just as with the parcels, the plan is to store a unique ID for

all infrastructure elements in ArcInfo and then use that number

to link directly into Hansen for access to a richer universe of

attribute data.  The Hansen data base is currently under

development by the DPW and thus a fully operational system has

not yet been achieved.  As with the parcels it is anticipated

that a user interface will guide a user through the relates that

are necessary for easy access and query of the Hansen data base

in association with ArcInfo.



4.	TYPICAL GIS PROJECTS:



To date, the Newton GIS has been used for dozens of GIS projects

ranging from one-time only specialty maps to applications that

are used on a weekly basis.  Rather than catalog every

application, this paper will attempt to categorize a couple of

the typical types of GIS project activities undertaken by Newton.



4.1	User Interface Development



Due to the conflict between a desire for wide, easy usage to GIS

and the reality of a steep and long learning curve to gain GIS

proficiency, many user interfaces have been developed.  These

user interfaces have been developed by Applied Geographics in

response to specific requirements put forward by the GIS user

community.  In addition, the user interfaces have been

supplemented with many features that show the possibilities of

GIS to users who may be unfamiliar with the full range of

capabilities.  For example, the orthophoto and scanned

connection card information projects described above were

prototyped and introduced to the GIS Executive Committee via the

user interface prior to the decision to move ahead with a

citywide project.



Examples of the features found on the Newton GIS user interface

include:



Standard Arcplot Navigation: Ability for users to identify their

study area (mapextent) in a variety of methods including,

address, graphically with the mouse, parcel ID, zoom-in, pan, et

al.  Also, the ability for the users to select the layers, and

symbolization of layers, they want from menus.



Access to Attribute Data: A number of standard features for

accessing attribute data have been built-in including,

establishing relates to ORACLE, highlight parcels via a query

builder to ORACLE attributes, identify attributes in various

data layer by pointing at features with the mouse.



Hard Copy: Many users want to create maps to be used at meetings

and as working documents for planning sessions.  The user

interface gives Newton users a variety of hard copy formats for

both large format and 8.5 x 11 printouts.  Maps can be created

for the currently viewed study area on the screen or for a

previously assigned sheet layout.  On a monthly basis maps

highlighting a parcel and showing adjacent land use and/or

zoning are created by the Planning Department to support zoning

review decisions.



Analysis:  Over time various analytic functions have been

grafted into the user interface.  A good example is an

application that allows the user to identify abutters of a

parcel.  The user can select the radius for their selection and

the system will automatically identify abutters within this

radius and generate an address listing.  Optionally, the user

can create a file which can be converted directly to mailing

labels for notifications (e.g. changing a street to one-way,

changing zoning).



4.2	Citywide Hard Copy Mapping



While experienced GIS user know that the major benefits of GIS

come via on-line access and maintenance of GIS data, many people

within municipal government will initially think of GIS as a way

of making hard copy maps.  In order to gain the interest of

these people, and foster a deeper understanding of GIS, it is

important to insure that the GIS can effectively create

high-quality maps.



One of the easiest means of gaining interest is to create a map

that no one has ever seen before.  To this end the GIS was used

to create a template for citywide mapping at 1":1000'.  At this

scale every parcel and every building footprint in the city is

legible and every street name can also be displayed.  Seeing

this amount of data crammed onto a single sheet while

maintaining cartographic integrity and good style helped

tangiblize the development of the GIS with a modest amount of

effort.



Once the template was created it was a simple matter to adapt it

to create a large variety of captivating thematic maps.  An

early test used the Assessor's CAMA data base to generate

shading for all parcels reflect the "home style" attribute

column.  In this manner, a map showing the location of all

"colonials" vs. "ranches" vs. "Victorians" was created.  This

was a map that would be impossible to create without GIS and had

wide interest to people who are very familiar with a city.  It

both confirmed their knowledge (there is the cluster of post-war

ranches in the southeast part of town) and highlighted new

information (what is that cluster of Tudor homes in the

center?).  



The same kind of mapping has since been completed for several

other Assessor's attributes ranging from obscure (parcels owned

by people who live out of town) to vital (zoning or property

value).  The captivating nature of new, information-rich maps,

on a familiar hard copy medium, has been key for generating

interest in GIS, which over time has been translated into

support.



4.3	"Code Centerline" Projects



For a growing GIS, it is just as important to develop new

attribute data as it is to develop new GIS data layers.  In

fact, many of the most important GIS projects undertaken in

Newton have been relatively simple and have followed a

repetitive format.  One of these "classes" of projects has been

to develop attribute data that can be associated with the street

centerline data layer.



To a new GIS user requiring to develop a "snow plow route" data

layer, the temptation is to "digitize in" the routes.  In a

maturing GIS with an existing centerline file, the proper

approach is to add a new column to the attribute data base that

can store the "snow plow route number" of each segment of the

street network.  This new column, or in some cases multiple

columns, can be physically attached to the arc attribute table

(.AAT), however, it is better to develop this attribute

information in an external data base table that can be related

to the .AAT.



In this manner, multiple departments can share a single street

centerline coverage, yet they can still have access to

department-specific attribute data.  Having only a single

centerline coverage is critical because as changes are made,

they only need to be made once (as opposed to once in the

centerline coverage, once in the snow plow route coverage, etc.).



In Newton, a series of application template AMLs have been

written that allow the system manager to easily set up a project

that fits into this class.  A new table must be defined (either

in INFO or ORACLE) and then the macros can be tuned to allow the

user to input data into the table based on a form menu.  The

form menus give the user access to all appropriate ARCPLOT or

ARCEDIT graphic selection tools.  By developing these AML

templates it is very quick and easy to set up new projects. 

Also, the menus simplify the use of ArcInfo to the point where

non-GIS professionals in the city departments can be effectively

trained to input the data.



Beyond snow plow routes, other examples of code centerline

projects include: pavement surface type, water line replacement

history, one-way streets, public transportation routes, bicycle

routes and walking routes for historic properties.  When

complete, each of these new attributes can in many ways function

as a "new data layer".



4.4	"Code Parcels" Projects



The "code parcels" project class is very similar to the "code

centerlines".  In this case, the user is identifying certain

parcels for which additional attributes can be stored.  Again, a

series of macros assist the user in creating new data base

tables that can be related to the parcel coverages for display

of additional attributes.



In some cases, the user actually identifies the parcels

graphically and then uses a form menu to load in the new

attributes.  More frequently, however, the user already has a

data base (typically stored on PC) which has the additional

attributes referenced by street address.  In these cases, the

parcel ID number must be added to allow the data base relate to

the parcel coverages.  To facilitate this process a series of

macros have been developed which allow the user to

"addressmatch" their external data base table to the parcel

coverages.  The parcel coverages have address topology based on

the address stored in the Assessor's CAMA data base.



Once the addressmatching has taken place, the macros use

ArcInfo overlay techniques to automatically associate the

parcel ID to a successfully matched address point.  The related

table is then generated from the result of this overlay process.

 In general, the addressmatching success rate is in excess of

85%.  The parcel ID's of non-matching records are then manually

identified.



The result of this kind of project is a broader availability of

data with new thematic content.  Many of these types of projects

have resulted in data sets which act a "new data layers" even

though they are really only sub-sets of the parcel data layer.



Examples of the results of "code parcels projects" include:

protected open space, children attending schools, recipients of

Newton Housing and Rehabilitation Fund grants and loans, water

meter reader routes, and national and state registered historic

properties,



5.	ISSUES & LESSONS LEARNED



During the past 2 years of GIS implementation, the city of

Newton has had to address a wide variety of issues and has

learned a great number of broadly applicable lessons.  The

following describes some of these as a means of providing fuel

for realistic planning by other communities.



5.1	Staffing & Training



As described earlier Newton decided to out-source the GIS

administration functions to a consulting firm.  One of the roles

of this firm was to provide training and technical assistance to

city personnel as they became involved in GIS.  AGI developed

and taught a full 10 day, hands-on ArcInfo course for 6 city

staff.  This course was taught on-site and all lessons were

based on the actual city of Newton GIS coverages so that the

trainees could gain experience in both the network and data base

that they would be working on.



The trainees were selected by the departments and were told in

advance of the time commitments that were thought to be

necessary to develop GIS skills to proficiency.  Nevertheless,

less than half of the trainees found time to pursue GIS to any

significant degree after the training was concluded.  Existing

responsibilities within the departments precluded this.  In

spite of growing needs and expectations within the departments,

staff time was not freed to allow for in-house development of

these products.  Instead, AGI, acting a system administrator,

had to meet these departmental needs.



The user interface was expanded greatly so that GIS trained

personnel could access the GIS data base, but the majority of

departmental needs involved ad hoc access to the data that

required some level of proficiency with the software.  A second

training class was also given, with similar results.



It is the author's belief that there is a strong need for

dedicated GIS staff within municipal government.  Existing staff

are too busy to dedicate the time that is necessary to develop

robust GIS skills.  It is realistic to expect departmental

access to a GIS data base through a user interface, but the

limitations of user interface access for real world planning and

problem solving must be understood.  If a department is to

develop a strong internal GIS capability, they must allocated

dedicated staff time in excess of .4 full time equivalents in

order to achieve proficiency and success.



Alternatively, a multi-departmental GIS service bureau acting on

behalf of several groups could be developed.  Departments could

channel requests through this group for specific project needs. 

The appropriate sizing of this group must be carefully planned

and budgeted for if the range of activities from ad hoc map

making to system planning to data maintenance to user interface

development is to be handled effectively.



5.2	Ongoing Update of Data



Simply put: it is more fun to make maps then it is to fix

defective data.  However, defective data can undermine the

credibility of a map.  Keeping a GIS data base up to date is

critical.  In Newton the hard copy maps have been historically

maintained by the Engineering Departments.



While the Engineering Department has been supportive of the GIS

effort, they have not had the luxury of dedicating a staff

person to GIS.  At the same time, the Engineering Department has

been automating its design and construction work to use CAD

technology.  In this environment of new technology and static

staffing it has been challenging for Engineering to efficiently

make the transition from hard copy data maintenance to ArcInfo

coverage maintenance.



This challenge is currently being addressed and  among other

activities a user interface to facilitate parcel coverage

updating has been developed for Engineering.  In older

bureaucracies it is unrealistic to expect overnight changes.  In

Newton these changes have unfolded over years.  Years in which

the GIS data base has accrued a number of backlogged changes.



Strong communication between all GIS departments is key for

identifying the need for data maintenance.  Cooperative work in

helping departments automate their functions and adjust to new

technology is also critical.  Finally, a commitment by all users

to identify and catalog errors that are located in the data base

is necessary.  Even if the mechanisms are not yet in place to

correct data errors in "real time", a means for cataloging these

errors in a systematic fashion is necessary.  A backlog of work

to be addressed over time, is better than the false belief that

the data base is perfect.



5.3	GIS Technology is Dynamic



GIS technology is constantly changing.  ArcInfo 6.0 is replaced

by ArcInfo 7.0.  The PRIME platform is replaced by UNIX.  Each

of these types of changes can have radical impacts on an

operational GIS installation.  ArcInfo has changed dramatically

with the advent of 7.0 and the improvements to ARCVIEW and

ARCCAD.



Newton will be working to assess the need for additional

software tools and the degree to which it will adopt Esri's new

offerings (or those of other companies).  Newton would strongly

prefer to not have to buy any further, and expensive, ArcInfo

workstation licenses.  Consequently, ARCVIEW is very attractive.

 However, Newton has hundreds of hours of development time

invested in a robust AML user interface.  Moving to ARCVIEW

would require reinvesting those hours in AVENUE programming. 

This is plainly both a challenge and an opportunity.



Similarly, the Newton Engineering Department is well versed in

AutoCAD.  Thus, the use of ARCCAD to maintain the core ArcInfo

coverages is very attractive.  However, given ARCCAD's current

inability to access and edit UNIX ArcInfo coverages the overhead



in moving data from UNIX to DOS and then back again is

prohibitive.  When the software changes to allow this, the

protocols for data maintenance will have to change accordingly.



These are only the current changes.  What will happen to a

public sector, operational GIS like Newton, when new object

oriented GIS data models and programming languages become

available (next year, or next century)?  Re-investments will

need to be made, or conscious decisions to fall behind will have

to be swallowed.  This is the reality of the GIS business, and

these eventualities must be planned for to insure that a GIS

installation remains viable, efficient and successful.




Michael G. Terner
Vice President
Applied Geographics, Inc.
33 Broad St.
Boston, MA 02109-4208
Telephone: 617-367-8626
FAX: 617-367-8581