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









                                                                         29 NOVEMBER 1993




                                 @COASTAL ZONE

                        LAND UTILIZATION STUDY
m





                                  NORWOOD BOROUGH
                                DELAWARE COUNTY, PA




                                            Prepared Under

                                   PA PER Grant CZ1:9205 PD

















                                    NDI ENGINEERING COMPANY
                                         nd



                                    100 Grove Road, P.O. Box 518
                                         Thorofare, NJ 08086

















                           Pennsylvania Coastal Zone Management Program

                       Norwood Borough Coastal Zone Land Utilization Study



                                          November 1993




                              DER Grant/Contract No.:   CZI; PA(92)
                                   Grant Task No.:   92PD.05
                                         ME No.:   92354



              A REPORT OF THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL RESOURCES TO
                 THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION PURSUANT TO
                                   NOAA AWARD NO. NA270ZO335.01






   0")                             coashL


            PENNSYLVANIA
                                                           zonE                 $a of -

    CIO
                                                                          - %Ird




           Project was financed in part through a federal Coastal Zone Management Grant from
           the Pennsylvania Department of Environmental Resources, with funds provided by
           the NOAA.  The views expressed herein are those of the author(s) and do not
           necessarily reflect the views of NOAA or any of its subagencies.

















           21 April 1994

           Norwood Borough
           P.O. Box 65
           10 W. Cleveland Avenue
           Norwood, PA 19074

           Attn: Borough Council

           Subj: Coastal Zone Land Utilization Study


           Gentlemen:


           NDI Engineering Company is pleased to submit the enclosed Coastal Zone Land
           Utilization Study prepared under PA DER Grant CZ1:9205 PD.

           Comments from the DER regarding the preliminary submittal have been included and
           immediately follow.    In response to the comment that the study seems to be
           interested in the financial impact of development of the Coastal Zone on the
           Borough, it is agreed that the financial benefits to the Borough were considered.
           In order to encourage development of the Coastal Zone, then it would be necessary
           to demonstrate the financial benefits to be achieved as well as the environmental
           benefits,


           A second volume has been prepared which includes a compilation of all of the
           reference material utilized in the preparation of this document.

           If any additional information is required, please contact the undersigned.


           Sincerely,


           NDI ENGINEERING COMPANY





           Eileen W. Mulvena
           Program Manager
                                                  di






































































                                       NDI ENGINEERING COMPANY
                                         Research and Consulting Engineers
            100 Grove Road, P,O. Box 518 * Thorolare, New lersey 18086 * '609, 8411-0033 '215, 564-6145 FAX '609, 848-0277
                                           Equal Opportunity Employer







       Mar. 25 '94 10:16        1111 LPNDRNDWATER                  TEL 717-787-13549                    P. 2/ 3













                                                                P.O. Box 8555
                                                         Harrisburg, PA 17105-8555
                                                              February 18, 1994


              Bureau of Land and Water Conservation




              Norwood Borough
              P.O. Box 65
              10 West Cleveland Avenue
              Norwood, PA 19074

              RE; DER File No. CZl; PA(92)

              Gentlemen:

                   Thnnk yoll for the opportunity to review the draft of the Norwood Borough Coastal Zone
              Land Utilization Study.

                   The study as prepared appears to meet the project scope of work and is therefore eligible
              for reimbursement of costs by this off We. Please prepare an invoice for payment as soon as
              pususUle. Ptease note that the final report is required tn heavo- st t1t.1o. pago nomtnining thr
              appropriate logotype aymWls and statement as attached to this letter.

                   We wish, however, to make the point that the Division of Coastal Programs does not
              necessarily concur with the conclusions reached by your study. We especially feel that
              excessive emphasis was placed upon fiscal concerns at the expense of environmental concerns.
              While we recognize that -the Borough tax base is necessarily an Important concern at the
              municipal level, it should not be so important as to eclipse all others.

                   We have requested the opinion of the Delaware County Planning Department in this
              regard. The outcome of that review may affect the designation of a portion of the site as a
              geographic area of particular concern for coastal zone management purposes. I will keep you
              Informed of any decisions we make in this regard.

                   Thank you &pin for your cooperation on this project.

                                                                Sincerely,



                                                                Greg Williams
                                                                Division of Coastal Programs
                                                                Bureau of Land and Water Conservation


              Enclosure













                                           TABLE OF CONTENTS



                       Description                                                Paze No.

          A.   Summary                                                                    1
          B.   Discussion                                                                 1
          C.   Land Utilization Analysis                                                  2
               1.  Drawing Development                                                    2
               2.  Sanitary Sewer System  Computer Model - Martin Lane   Pumping Station  2
               3.  Darby Realty Property                                                  3
               4.  Norwood Borough Property (Morton Mortenson, Athletic Club,             3
                   Winona Park)
                   a. Morton Mortenson House                                              3
                   b. Athletic Club                                                       5
                   c. Winona Park                                                         5
                   d. Parcel Adjacent to Muckinpates Sewer Authority Property             7
               5.  Roadway and parking lot construction                                   7
               6.  Muckinipates Sewer Authority                                           8
          D.   Financial Assessment Analysis                                              9
               1. Historical Data of Residential Assessments                              9
               2. Residential Development                                                 9
               3.  Pitch and Putt Golf Course                                            10
          E.   Financial Development Analysis                                            11
          F.   Conclusions                                                               12
          References
          Appendix  A  -Dwg. 070893 Shts. I thru 4
          Appendix  B  -Estimates for Repairs to Morton Mortenson   House, Athletic Club
          Appendix  C  -Photos of Cooper River Park, Pennsauken, NJ
          Appendix  D  -Computer Results of Martin Lane Sewer Analysis
          Appendix  E  -SEPTA's Suburban Street and Transit Map
          Appendix  F  -Grant Agreement CZI:92.05PD











           A    Summary

           Under a grant issued by the Department of Environmental Resources, by virtue of
           the Coastal Zone Management Act of 1972, a Land Utilization Study has been
           conducted in the Borough of Norwood, specifically those lands within and directly
           adjacent to the Coastal Zone.

           Since the development of the Comprehensive Plan in 1982, many changes have
           occurred in Norwood, the adjacent communities, and in both State and Federal
           regulations. In addition, it is almost certain that land development regulations
           will become increasingly more stringent rather than less.        Waste disposal
           regulations are becoming increasingly more restrictive. Therefore, any planning
           for a future development of the Norwood land lying within the boundaries of the
           Coastal Zone will need to be considered with anticipating changes in Codes and
           regulations.

           As in the Comprehensive Plan, it is recommended that the land be developed for
           both residential and recreational uses. It is essential that the development
           provide for some housing development to offset the declining tax base which the
           Borough has been experiencing over the past few years. Since virtually all of
           the land outside of the Zone has been developed or is currently being developed,
           the Borough has to look at the Zone for future growth.

           Properties lying within the Coastal Zone include:         the Morton Mortenson
           House/Athletic Club , land owned by the Muckinpates Sewer Authority, and land
           owned by Darby Realty.    See Appendix A for drawings developed of the region
           within the Zone which depict all rights-of -ways, utility locations, and property
           lines.


           Inspections have been made@ of each of the sites considered. The data sheets and
           associated estimates for repair/construction have been included in Appendix B.
           Photos of developments similar to those uses proposed are included in Appendix
           C*


           B.    Discussion


           A significant amount of reference material was obtained for use in this study.
           One source was the 1992 Delaware County Waterfront Resources Management Plan
           prepared in 1992 by the Delaware County Planning Department. This plan concerned
           development of the coastal zone waterfront area of Delaware County. The plan
           provides those municipalities with borders on the waterfront with an evaluation
           of the coastal zone's existing conditions and resources, recommendations for
           development of the waterfront area, and sources of potential funding for the
           development.

           Within the Norwood Borough, several parcels were discussed, namely, the Morton
           Mortenson House@ the Winona Avenue Park, the Darby Realty property, Norwood Swim
           Club, and the former Muckinpates sewage treatment plant. The recommendation was
           to ultimately annex the southern portion of the Coastal Zone area into the John
           Heinz Refuge, possibly rezone the Coastal area to include the existing Winona
           Ave. park, and to develop the lands for residential, recreational, and historical
           uses.


           Since these recommendations coincided with those thoughts already considered by
           the Borough, the natural direction to take in this study would be to analyze each










          property for: existing condition, improvements required, benefits to the public,
          development costs, and impact on the tax base of Norwood.

          The Analysis section is provided as the back-up for the conclusions drawn.

          C.    Land Utilization Analysis

                1.     Drawing Development

                       As the thrust of this effort is to propose development efforts for
                       the Coastal Zone which would benefit the community, it was
                       determined that the primary effort would be in documenting the area
                       and generating a single source, namely a drawing, which would be an
                       accurate depiction of existing conditions. This effort marks the
                       first attempt to make a comprehensive study of the area and all
                       attributes to be recorded in a single source.

                       The importance of an as-built drawing becomes apparent when
                       considering new construction. Location of property lines, existing
                       utilities and conditions of those lines, zoning, soil type and
                       condition, land contours, adjacent developments and the impact of
                       any new construction, Borough tax base, and availability of funding
                       to support any development proposed need to be evaluated when
                       considering any development effort.

                       Drawing 070893 Sheets 1 thru 4, located in Appendix A reflect the
                       as-built conditions of the Coastal Zone and adjacent areas. These
                       drawings have been prepared in digital format, suitable for updates
                       to be easily made.

                2.     Sanitary Sewer System Computer Model    Martin Lane Pumping Station

                       A computer model has been developed to study the existing.sanitary
                       sewer system.   In order to use a sanitary sewer design package,
                       HydraFlow Volume IV, it was necessary to survey the system. Rim and
                       invert elevations, type and size of line, distance between manholes,
                       and condition of piping were verified. - The survey data was entered
                       into the computer and the current flow into the pumping station at
                       Martin Lane was determined. The study was continued to include the
                       effect of the six new homes proposed along Summit Avenue.

                       Based upon the results of the analysis, which are included as
                       Appendix D, the existing pumping station is seeing approximately
                       200,000 gallons/day (based upon 526 units connected to the system).
                       However, since several manholes were unable to be viewed at the time
                       of this study, and since no flow meters are installed to verify the
                       actual flow, it is stressed that these numbers are theoretical, at
                       best, and should not be used for system performance determinations
                       until   the   remaining information    and verification     can be
                       accomplished. Borough Council is currently investigating replacing
                       the old pumps and will be looking for sizing recommendations from
                       the results of this computer study.





                                                   2











                 3.     Darby Realty ProReKty

                        The property owned by Darby Realty has been under evaluation by the
                        Federal government for inclusion in the John Heinz Natural Wildlife
                        Refuge.   However, as recently as Spring 1993, during a soil test
                        conducted on the Darby Realty property, it was identified that the
                        land contains hazardous waste materials resulting from its days as
                        a landf ill.   The data resulting from that inspection has been
                        ordered and will be included as part of this document upon receipt.
                        The clean-up and the liability of the current and former owners
                        remains to be addressed and the outcome will certainly impact the
                        future development.

                        For the purposes of this planning document, a large portion of the
                        Darby Realty property is considered for recreational development,
                        and is addressed in the next section.


                        It should be acknowledged that at the public hearing held to inform
                        the general public of the contents of this study, it was commented
                        that the DELCO Soccer League is looking for property to purchase on
                        which a number of soccer leagues could be developed.          The Darby
                        Realty land adjacent to the Morton Mortenson House was suggested as
                        suitable for this purpose. It would behoove the Borough to pursue
                        this idea as well, recognizing that soil tests would be required to
                        determine the soil content.


                 4.     Norwood Borough Property (Morton Mortenson, Athletic Club, Winona
                        Park


                        An access road with a parking lot would be planned to service the
                        recreational activities and the sightseers visiting the Morton
                        Mortenson House. A jogging/biking path has also been proposed along
                        the property line of the Norwood Borough property.

                        Norwood has been approached by DELCORA regarding the construction of
                        an access road leading to their Pumping Station. When discussions
                        take place, it is advised that the location for the road be as
                        depicted in the drawings developed for this study.          See Drawing
                        070893. This same access road would be used as an entrance to the
                        townhomes proposed for development on the Muckinpates Sewer
                        Authority property.


                        a.     Morton Mortenson House


                               Both the Morton Mortenson House and the Athletic Club have
                               been permitted to deteriorate over the years due to inadequate
                               funds to maintain them. However, both structures are sound,
                               and with some effort could be brought up to a usable
                               condition. An inspection of the Morton Mortenson House for
                               adherence to the ADA was previously conducted under separate
                               funding, and indicates that significant modifications would be
                               required in order for the whole building to be compliant.





                                                     3











                                However, it is possible that specific items may be corrected
                                with relative ease and reasonable cost, and the remaining
                                items be left undone due to the excessive cost which would be
                                incurred. The survey report is listed as a reference for this
                                report and should be referred to if more information is
                                desired.


                                It is recommended that rehabilitation of the properties would
                                provide additional services to the residents, keep a piece of
                                history intact, and also generate income for the Borough.
                                However, upon renovation, if a commitment to the maintenance
                                is not made, then it would be fruitless to attempt any
                                restoration, and demolition of the properties should be
                                pursued. However, although not verified, it is possible that
                                if the building is demolished, the land reverts to the closest
                                family member of the former owner. A review of the will and
                                a consultation with an attorney would be in order to verify
                                this information.


                                Currently, the American Society of Testing & Materials (ASTM)
                                is preparing national guidelines for mechanical and electrical
                                system upgrades in pre-1940 buildings. The obvious benefits
                                to such a guideline is that arch i tec tural/eng ineer ing costs to
                                design retrofit solutions to the existing conditions can
                                probably be greatly reduced. If other buildings have already
                                had similar conditions corrected, then it would make sense to
                                imitate the corrective action rather than incur costs            to
                                devise a solution.


                                In addition, since the guidelines will address the periods       of
                                construction, then historical integrity will be maintained       in
                                the solutions provided. These guidelines,are expected to         be
                                available by the summer of 1994.

                                Upon renovation, the Morton Mortenson House could be promoted
                                to schools and to the general public for visitation. Within
                                the boundaries of the Borough property, there is sufficient
                                space for some recreational development. It is proposed that
                                the property surrounding the Morton Mortenson House and the
                                Athletic Club and the adjacent Darby Realty property be
                                developed as an 18 hole Chip and Putt golf course.       There are
                                no similar courses in the locale, and since the land would
                                require extensive upgrade for construction use, then it would
                                be more suited as a recreational site.


                                A similar installation is in place at the Spring Lake
                                Recreation Center, located on Rt. 202 in Concord Township, PA.
                                The entire complex resides on 40 acres, with the pitch and
                                putt using 10 acres (which is exactly the amount of land
                                available around the existing structures). The remainder of
                                the complex consists of a club house, arcades, driving range,
                                and batting cage.





                                                       4










                             The following paragraph is quoted from the 1993 Public Works
                             Manual (page F-26), and clearly expresses the philosophy which
                             led to the recommendation. "Irregularly shaped tracts, which
                             often present greater opportunities for more interesting
                             course design, and land not suitable for other uses can often
                             be used for a golf course. For example, landfill sites are
                             sometimes used for this purpose . The problems involved can be
                             more complex, but the use of landfills for golf courses is
                             increasing."

                             The land surrounding the Morton Mortenson House is essentially
                             unsuitable for any type of construction without extraordinary
                             measures being taken.    If the Borough was to consider the
                             development of a pitch and putt course, the community would
                             benefit and the Borough would realize revenue from a
                             propertywhich to date has only cost money.      A golf course
                             architect (contact with the American Society of Golf Course
                             Architects would lead us to an individual) would be able to
                             visit the site and provide a determination as to the
                             suitability of the land, and the cost of construction. Note
                             that electrical power, water supply, and proper drainage must
                             be accommodated.    With the Athletic Club and the Morton
                             Mortenson House in the immediate area, suitable restroom,
                             clubhouse, and concession facilities can be made available.
                             A prefabricated maintenance building could be procured to
                             house the machinery and supplies, and any offices that may be
                             required to support the enterprise.

                             The advantage to the Borough is that with retaining ownership
                             of the land, andleasing it, revenue for land which has until
                             now only been a liability, would be realized.

                             The first floor of the Athletic Club could be used for the
                             club house and maintenance area for the golf course.        The
                             second floor could be a rental hall for social functions.
                             However, the local sporting association stores its equipment
                             in the Club, and would be interested in continuing to do so.

                       b.    Athletic Club


                             The Athletic Club is located just south of the Morton
                             Mortenson House and as stated previously, has been in a
                             deteriorating condition for a number of years. An inspection
                             of the structure was made and an estimate to renovate is
                             provided in Appendix B.


                       C.    Winona Park


                             The Winona Ave. park is located just outside the Coastal Zone;
                             but, has been included herein due to the County's
                             recommendation that a rezoning of the Coastal Zone be pursued
                             which would include the park within the Zone.          If any
                             development takes place within the Zone, the park should be
                             upgraded when these other efforts are conducted. This park is



                                                   5










                               essentially the only park owned by the Borough, and as such,
                               every effort should be made to maintain and improve it. It is
                               recommended that a "Dream Playground" similar to the one in
                               Concord Township, PA be considered. With volunteer service
                               from interested residents, the people of Concord Township and
                               many neighboring communities have a first class playground for
                               the children.


                               As an Appendix to this report, photos taken of the Cooper
                               River Park, Pennsauken, NJ have been included. This.park is
                               operated and maintained by the Camden County Parks Commission,
                               and is an outstanding example of a recreational site developed
                               with the needs and wants of the public in mind.

                               As can be viewed in the photos, this park surrounds a local
                               river site, and has many amenities which would not be possible
                               in Norwood due to the size constraints.        It is recommended
                               that this site be considered a model from which an upgrade of
                               the Winona Park should aspire.

                               The types of services to be provided could include:

                               Jogging/biking trail
                               Picnic areas, both covered and open
                               Memorial tract
                               Playground

                               Publications are available for the design of trails,
                               playgrounds, picnic areas, etc. and should be referred to
                               during the planning of such development. It is anticipated
                               that these amenities could be placed throughout the Norwood
                               Borough property, not isolated to the Winona Park area. It
                               should be noted that open spaces promote community pride,
                               provide an escape from stress, reduce the effects of flooding,
                               recharge groundwater supplies and provide refuge and safe
                               travel for wildlife.

                               Since the pas-sage of the Americans with Disabilities Act of
                               1992,   recreational facilities- suitable for equal play
                               opportunities for all children, including those with physical
                               and developmental disabilities shall be provided. Within the
                               arena of playgrounds, there are a number of considerations to
                               be made. In reviewing what other municipalities have elected
                               to do, one park, Heritage Park, located in Irvine, CA, sets
                               the example.     Some of the outstanding features which are
                               incorporated in the Heritage Park include the following, and
                               these same items should be considered when any upgrades to the
                               Winona Park are planned:

                               0      colorful (which helps children perceive distance and
                                      determine spatial relationships), safe, and accessible
                                      equipment to encourage four categories of play: active,
                                      social, sensory, and constructive-manipulative.




                                                      6











                             0     specialized play equipment - i.e., fantasy playhouse,
                                   pirate ship, swings activated by upper body motion,
                                   double wide slides and seesaws with extra-wide seats to
                                   allow helpers to assist children with disabilities.

                             0     elevated sandbox to accommodate wheelchairs


                             0     Braille site map

                             0     amphitheater for children of all abilities

                             0     basketball half-court with adjustable hoop

                             0     sensory garden and sound tubes to help children enhance
                                   their senses


                             0     extra steps, handrails and raised areas with ramps
                                   throughout

                             0     openings and walkways widened to four feet and a turn-
                                   around area added to the ramp for children in walkers
                                   and on crutches


                             0     rubberized surface (shock absorbent) to facilitate
                                   access and cushion the impact of falls.

                       To present  a positive note on upgrading the current park, the
                       National Parks Service has reported that parks and recreation
                       activities stimulate business and generate tax revenues; create
                       direct and indirect job opportunities; help conserve land, energy
                       and resources; help reduce pollution and noise; make communities
                       more livable; and increase property values.

                       d.    Parcel Adjacent to Muckinpates Sewer Authority Property

                       Although it has not been verified, it is possible that a small
                       portion of the Borough property may actually be part of an Indian
                       burial ground., It is adjacent to Amosland Road and South Ave.
                       Contact should be made with some pertinent agnecies, such as, the
                       Bureau of Archeology and Historic Preservation and the Historical
                       Society of Pennsylvania. If the parcel is historically significant,
                       then some limitations may be placed on the development, or, other
                       ideas may be pursued for its use.

                5.     Roadway and parking lot construction

                As depicted in the plans in Appendix A, a new access road and a parking
                lot would be required to accommodate the development of the Coastal Zone
                areas. The drawing indicates a conceptual layout for both the road and
                parking lot. The access road has been designed with a 25ft width, and
                would lead to the Muckinpates Sewer Authority townhouse development, and
                also the area which includes the proposed recreational center and the
                Morton Mortenson House and Athletic Club.     The road terminates at the
                parking lot by the Morton Mortenson House. Additional parking is proposed



                                                  7










                 for the park at a quantity of 15 spaces at each of two locations. With
                 the increased accessibility of the area, hopefully the park would realize
                 more activity, and the parking would eliminate any roadside parking.
                 Traffic would exit along the same road.

                 If the proposed development of the land adjacent to the Morton Mortenson
                 House is for soccer fields, then the issue of parking would need to be
                 addressed. For this study, the parking lot was designed strictly with the
                 pitch and putt golf course in mind.

                 As with any construction project, stormwater management is impacted by the
                 creation of impervious surfaces. Since the current stormwater management
                 system provides for stormwater to pour out onto the undeveloped land
                 within the Borough, all changes proposed to the current arrangement will
                 necessitate the development of a complete stormwater management plan.

                 With the additional residential development and with a commercial
                 operation in the area, traffic will increase in the local area.         The
                 impact of the additional traffic on the adjacent homeowners will surely be
                 of concern to those homeowners.     A traffic study will be required to
                 determine methods to minimize any noise and congestion resulting from the
                 development.

                 It should be noted that if the Federal government decides to follow-thru
                 with the purchase of the Darby Realty property, then the Borough of
                 Norwood should receive some assistance in the resolution of the access
                 road problem. In addition, if water access to the Morton Mortenson House
                 is desired, it would be through the Tinicum Environmental Center waters.
                 Access through the Reserve waters would need to be considered.

                 6.    Muckinpates Sewer Authority

                       The Muckinpates Sewer Authority property would best be developed for
                       residential use. It is currently zoned for townhouses. Plans have
                       already been brought before the Planning Commission for such a
                       development.

                       If the particulat set of plans already proposed are not
                       satisfactory, it is recommended that the Borough consider
                       modifications to those plans, or in fact, encourage alternate
                       proposals to be submitted.

                       During the public hearing, it was brought up that another proposed
                       townhouse development is being considered for this property.
                       Apparently, this proposal incorporates a chip and putt golf course
                       within the townhouse development. If this development is approved,
                       then an alternate use for the recreational area by the Morton
                       Mortenson needs to be identified.












                                                   8











           D*    Financial Assessment Analysis

                 1.     Historical Data of Residential Assessments

                        From a strictly financial standpoint, it is imperative that the
                        Coastal Zone region be considered for some sort of residential
                        construction.   At this time, tax assessments in the Borough are
                        dropping annually per year.         There is not enough current
                        construction to offset the losses in assessments currently being
                        experienced. However, with additional construction in the Coastal
                        Zone, the contribution to the tax base will be helpful.

                        To illustrate the need for additional development within Norwood, a
                        review of the assessed values over the past ten years is provided:

                                     1980                    5,218,550

                                     1990                    5,138,272

                                     1993                    5,124,172*

                           This figure will.further be reduced following appeals.

                 2.     Residential development

                        a.    With current development, additional assessment will be
                              realized. Under the current assessment policy, the following
                              data is provided:

                              Holly Gardens (80 units)                            $120,000
                              Bove Apts. (11 units, 2 offices)                     $10,500
                              Eagle Square Townhomes (24 units @ $2300ea)          $55.200

                              Using this data for comparison purposes, it can be -estimated
                              that additional construction within the Coastal Zone will
                              realize an assessed value as follows:


                              Plans for the'development of six homes along Summit Ave. have
                              already been brought before the Planning Commission.          The
                              assessment would be calculated at $2300 per unit, equaling
                              $13,800 in assessments.

                              As considered in this analysis, a townhouse development would
                              be most suitable on the Muckinipates Sewer Authority land.
                              This would provide an additional $155,600 (using $2300/unit as
                              in Eagle Square) in tax assessments.      This figure is based
                              upon a development of 72 townhouses. It. is uncertain whether
                              72 townhomes can be reasonably achieved; however, this number
                              has been conceptually planned by a developer. The property is
                              currently zoned for townhouses, and since the highest
                              assessments can be realized with the townhomes, vs. single
                              family or apartments, it is recommended that the current
                              zoning remain in place.





                                                     9










                              The argument against permitting housing other than single
                              family home development is the impact on the crowding of the
                              schools and then the resulting quality of education. However,
                              more tax dollars are available to the school system.          This
                              conflict is always brought up when developments are presented
                              to Council for approval, and will surely be raised if
                              townhomes are developed.

                              The Deepwell single family home project recently approved for
                              construction on the Norwood Swim Club property will provide
                              for 16 single family homes at $2300 each in tax assessments
                              for a total of $36,800.

                              Another development scheduled for the near future is the H &
                              R townhouse project which would provide an additional $52,900
                              in assessments (23 townhouses @ $2,300 each)

                              If all of the developments -are accomplished as described, the
                              Borough would realize an additional $259,100 in assessments.
                              At this point, all undeveloped land would now be developed.

                 3.     Pitch and Putt Golf Course


                        A call placed to the Spring Lake Recreation Center yielded the
                        following information:

                        Season: 4/1 - 11/1
                        Rounds: Approx. 12,000
                        Rate:     $5/Round
                        Sales-    Approx. $60,000

                        Assuming  maintenance/personnel costs of $50,000, the net revenue is
                        approximately $10,000.

                        A call placed to Clayton Park, a 9 hole all-year course, provided
                        the following input:

                        Rounds: 44,642
                        Rate:     $6/Round, Senior Citizens $3.50/Round
                        Sales:    Approx. $225,000

                        Assuming maintenance/personnel costs of $200,000, the net revenue is
                        approximately $25,000.

                        Although these revenue values are approximate, they are probably
                        conservative.    If the property was operated as a lease, and we
                        assume that the course operates somewhere between the two examples,
                        the Borough could realize anywhere from 1 to 2 mils.        Any viable
                        enterprise operated on this land should be seriously considered. To
                        date, no revenue has come in from this property.







                                                   10










                       In fact, recent technology may provide a dual use for the land: a
                       revolutionary development of a sewage treatment plant currently
                       under construction may prove as the baseline for other similar
                       applications.    This concept is currently under construction in
                       Grants, New Mexico where a championship golf course is being
                       developed. The land within the boundaries of the course are also
                       being utilized as a sewage treatment plant. In doing this, the golf
                       course benefits from the rich source of very controlled nutrients,
                       and the treatment plant is able to process and disperse effluent
                       without having to send it elsewhere.

                       In general, the concept is for lakes to be constructed with suitable
                       treatment or liners     so as to contain effluent and protect
                       groundwater supplies.      The lake provides the water for the
                       irrigation system for   the golf course.   The golf course is to be
                       opened in spring 1994,  and the operations of this project should be
                       monitored to determine whether a similar application exists in
                       Norwood within the next ten to fifteen years.

           E.    Financial Development Analysis

           Addressing each development effort individually, the following estimates are
           provided:

           0     Access road leading from Amosland Rd. back to the Morton Mortenson House

                 DELCORA has already discussed the possibility of placing an access road in
                 that general location leading to their pumping station. It is reasonable
                 to -assume that DELCORA would pay for that portion of the access road. In
                 addition, the townhouse developer will require an access road to the
                 townhouses. If the roadway is constructed as proposed, the same access
                 road would be used by DELCORA as the townhome residents.         Therefore,
                 negotitations should be made by the Borough with the developer to have him
                 pay for construction of the access road down to the Morton Mortenson House
                 since DELCORA would be responsible for the other portion.          If these
                 negotiations are successful, there would be no cost to the Borough.

           0     Winona Park Upgrades

                 Passive recreational                                             $2,000
                 Upgrade Playground                                              $55,000
                 Lighting                                                         $5,000
                 Fence                                                            $2,000
                 Parking lots (2 lots at 15 spaces each)                         $15,000

                 Note that the pricing for the playground  is based on the cost to construct
                 the Concord Township Dream Playground.     With donations of material and
                 labor excluded, the cost to construct the playground was $55,000.

           0     Morton Mortenson House - Structural                             $100,000

           0     Morton Mortenson House - Fire Protection                        $20,000

           0     Boy's Club - Structural                                         $75,000

           0     Boy's Club - Fire Sprinkler, Security Lighting                  $15,000










           0     Parking Lot by the Morton Mortenson House (92 spaces)          $90,000

           0     Permits - Approx. 5%

           F.    Conclusions


           Based upon the data acquired during this study, it is concluded that it is most
           important that Norwood pursue the development of the Coastal Zone properties.
            th a declining tax base, and very little undeveloped land remaining, the
           opportunity for changing the tide has come.
           Wi


           As always, the best method for increasing the tax base is to develop residential
           dwellings.  Therefore, it is emphasized that the development plans for the
           Muckinpates and Summit Avenue properties be seriously considered.

           With the completion of 1-95 and the Blue Route, many families previously
           unwilling to commute to the more industrialized areas may be open to commuting
           from Norwood. Norwood may, in fact, benef it from -the Expressway. Via the Blue
           Route's interchange with MacDade Boulevard, Borough residents will find easier
           access to points north which could open up greater employment opportunities. In
           addition, the Blue Route's expected.impact on industrial development in southern
           Delaware County should result in job opportunities for Borough residents who live
           in relatively close proximity to industrial areas located particularly in Chester
           and along the riverfront. These new job opportunities, in turn, could help to
           stabilize the Borough's population. A copy of the SEPTA service system has been
           included herein to demonstrate the accessibility of Norwood to the surrounding
           business districts.


           In order to begin such a development program, several key issues must be
           addressed. Each issue is highlighted below:

           0     Sanitary Sewers

                 With the current Department of Environmental Resources sewer construction
                 guidelines, Inflow/Infiltration reduction plans will be required in order
                 for sewer modules to be approved.    Therefore, Norwood is encouraged to
                 revise its I/I reduction plan in order to expand the effort, and to budget
                 those funds necessary to -accomplish the effort.   The Muckinipates Sewer
                 Authority has already requested that all member municipalities further
                 address their I/I problems.    Norwood has already taken some corrective
                 action with the placement of inserts in the manholes and grouting.

                 The computer model developed of those lines connected to the Martin Lane
                 pumping station indicates the flows through each line and the resulting
                 service required by the pumping station. It should be noted that these
                 computer runs require inputs of joint conditions, pipe conditions, etc.
                 It is apparent from the model that the sewer line currently in place along
                 Martin Lane has either minimal or no slope.       This indicates that the
                 Borough has an existing problem which should be addressed prior to
                 construction of any additional homes.     This will be of no surprise to
                 either the residents in that area, or the Council, since back-ups have
                 been occurring.





                                                 12











                    It would benefit Norwood to initiate corrective action, not only to obtain
                    new sewer connection approvals; but, also to reduce the costs currently
                    paid to DELCORA for treatment.

                    In addition, current maintenance and repair costs along the Winona and
                    Love Homes sections approach $4,000 annually. As part of the development
                    effort, a relocation of the force main should take place.


              0     Environmental Issues


                    As described in the literature circulating throughout municipalities and
                    industries, environmental issues of land and water pollution must be
                    addressed. The public as well as the local government leaders are often
                    uneducated as to the ways in which they contribute to groundwater
                    contamination. The following list has been copied from the "Groundwater
                    Protection and Management in Pennsylvania" funded by the Pennsylvania
                    Groundwater Policy Education Project. Most residents will be surprised as
                    to how much contamination is caused by daily living practices.

                    It is strongly urged that the Borough begin educating the residents in the
                    practice of groundwater protection through the newsletter.

                    As a corrective action to be taken, the Borough should have soil tests
                    conducted on the Coastal Zone properties to identify point and non-point
                    source@contributors to pollution.   One item which has been identified and
                    will be accomplished in January 1994, is the removal of an underground.
                    fuel tank at the Borough Garage.

                    With the known prior usage of the Darby Realty property as a landfill, and
                    .with pollution probably existing in the Darby Creek, it is possible that
                    some degree of contamination has taken place in the Norwood property
                    within the Coastal Zone. Soil tests need to be conducted to characterize
                    the nature and extent of contamination, as well as the site's groundwater
                    flow regime, and estimate the rate of contaminant migration and
                    degradation occurring, if any, existing in the Norwood property. It is
                    recommended that monitoring wells be installed and that groundwater, soil ,
                    .sediment, surface water, and storm sewer samples be analyzed.

                    Following the completion of an exhaustive survey, a corrective     plan of
                    action could be devised.


              0     Financial sources for Restoration of the Morton Mortenson House    and the
                    Athletic Club


                    During the execution of this study, correspondence with the         Swedish
                    Colonial Society and the Williamson Free School of Mechanical Trades was
                    held. To. date, positive feedback as to their willingness to participate
                    in the restoration was received. It is hoped that labor could be provided
                    at a much lower cost to the Borough if volunteer programs could be
                    initiated with those interested in preserving a piece of Swedish and early
                    American history, and also this would be a valuable training tool for
                    those enrolled in the local trade school.


                    As with all restoration projects, it is important to maintain the
                    integrity of the period. Therefore, it is recommended that provisions are
                    made for someone in the field of Historic Renovation be active in the
                    execution of the project.
                                                     13











                                                                     Table 4.


                                         Common Sources of Groundwater Contamination



                   Agricultural                                                         Fire training facilities
                            Animal burial areas                                         Machine and metal working shops
                            Animal feedlots                                             Manufacturing and distribution sites
                            Chemical storage areas                                               for cleaning supplies
                            Irrigation                                                  Mining and mine drainage
                            Manure spreading and storage pits                           Petroleum products production,
                            Pesticides and fertilizers (preparation                              storage and distribution
                                    and use areas)                                      Pipelines
                                                                                        Septage lagoons and sludge
                   Commercial                                                           Storage tanks
                            Airport                                                     Toxic and hazardous spills
                            Auto repair shops                                           Wells
                            Boat yards                                                  Wood preserving facilities
                            Construction areas
                            Car washes                                          Residential
                            Cemetaries                                                  Fuel storage systems
                            Dry cleaning establishments                                 Furniture and wood strippers and
                            Gas stations                                                         refinishers
                            Golf courses                                                Household hazardous products
                            Jewelry and metal plating                                   Residential lawn chemicals
                            Laundromats,                                                Septic systems, cesspools, water
                            Medical institutions                                                 softeners
                            Paint shops                                                 Sewer lines
                            Photography establishments                                  Swimming.pools
                            Printers
                            Railroad tracks and                                 Waste Management
                                    yards/maintenance areas                             Hazardous waste management units
                            Research laboratories                                       Incinerators
                            Road deicing operations                                     Landfills
                            Road maintenance depots                                     Open burning sites
                            Scrap yards and junkyards                                   Recycling and reduction facilities and
                            Storage tanks and pipes                                              transfer stations
                                                                                        Stormwater drains and retention
                   Industrial                                                                    basins
                            Asphalt plants                                              Wastewater and sewer lines
                            Chemical. manufacture, warehousing
                                     and distribution activities                [Source: Wellhead Protection Workbook, U.S.
                            Electrical and electronic products and              Environmental Protection Agency Region 111,
                                     manufacturing                              January 1993.1
                            Electroplaters and metal fabricators
                            Foundaries








                                                                   14










                 Grants are available for renovating projects such as this one. In fact,
                 Norwood did accomplish some work on the House under a grant in the early
                 1980s. It is recommended that visits to appropriate county, state, and
                 federal agencies be scheduled to advise them of the goals of the Borough.

                 Contributions to the project through fund raisers or some other forms of
                 nontraditional funding may be a means for raising some much needed
                 capital.

                 One option may be to make the restoration project a showcase for local
                 suppliers. If products could be donated to the project, then a tribute to
                 the vendor, i.e., framing a business card, or making a small plaque with
                 the card imprinted could be prominently located in the House. It would be
                 an inexpensive and effective form of       advertising for the vendors.
                 However, such a plan would require active participation of the Borough to
                 promote visitation of the site.

                 If the Borough is unable to support        the renovation and continued
                 maintenance of the property, then perhaps  it could be sold, or as a last
                 resort, demolished. Given those options,  the people of Norwood may elect
                 to pursue renovation on a volunteer basis.    One of the local residents
                 indicated that the property may revert back to the previous owner's family
                 if the house is demolished. The Borough Solicitor needs to resolve this
                 issue.


          o      Financial sources for Upgrading the Park

                 Federal money is supposed to be made available for parks and recreations,
                 especially if the parks are to be ADA compliant. However, recent rulings
                 by the Delaware County Planning Department denied funding to a
                 municipality who proposed upgrading an existing playground to accommodate
                 the ADA requirements.     The decision was based on the fact that the
                 playground was not for the exclusive use of the disabled. The argument to
                 that is that ADA is to promote the equal opportunity for the disabled to
                 participate, not to segregate them. The Borough should consider the final
                 outcome of this matter when determining whether to apply for grants under
                 the ADA compliance guidel ines.

          0      Financial sources for Renovating the Morton Mortenson House, the Athletic
                 Club and the Park


                 The Borough always has the option of going out on a bond issue to provide
                 the necessary funds to accomplish the work.

                 In addition, all attempts should be made to apply for any CZM money which
                 may be available.

          0      Interested Party to Lease Norwood Property for Recreational Purposes

                 It is recommended that a Pitch and Putt be considered for the Darby Realty
                 property and the property around the Morton Mortenson and Boys Club.
                 However, it should be noted that this proposal does not preclude other
                 forms of recreational development. Due to the shape and condition of the
                 land, it was considered most suited for golf course development, since the
                 industry has been utilizing similar land for such purposes.


                                                  15










                 The Athletic Club would serve as an ideal public rental facility. With
                 modifications to incorporate ADA requirements, and remodeling to update
                 and maintain, this site along with the surrounding land would be ideal for
                 some recreational activity.

                 This site would also serve as gracious environs for such functions as
                 weddings; family parties and reunions; neighborhood parties, etc.
                 An alternate proposal made by the Norwood Planning Commission provides for
                 boat slips to be constructed along the coast.      The cost to dredge and
                 construct a launching dock can vary between $12K and $60K, depending upon
                 the existing conditions. More extensive studies need to be conducted to
                 determine the feasibility of such a development effort.

            0    Rezoning of the Coastal Zone to include the Winona Park

                 As recommended by the Delaware County Planning Department, it is
                 recommended that the current Coastal Zone be expanded to include the
                 Winona Park.    If this were to occur, then funding programs would be
                 available for the upgrade of the park. The park has been included in this
                 study as if it were to be included in the Zone.

            0    Permitting has become such a significant part of any development effort.
                 Added to this is the fact that the properties in question lie within the
                 Coastal Zone. The decision whether to issue a permit will be based on an
                 evaluation of the impact, and the cumulative impact on the public
                 interest. The decision will reflect national concern for both protection
                 and utilization of important resources. The benefits -which reasonably may
                 be expected from the development must be balanced against its reasonably
                 foreseeable detriments,    All factors which may be relevant include the
                 cumulative effects of:      conservation, economics, aesthetics, general
                 environmental concerns, wetlands, cultural values, fish and wildlife
                 values, flood hazards, flood plain values, land use, navigation, shore
                 erosion and accretion, recreation, water supply and conservation, water
                 quality, energy needs, safety, food and fiber production, mineral needs
                 and the welfare of the people. This evaluation will be conducted as part
                 of the National Environmental Policy Act and a public hearing may be held
                 to ascertain public interest in the project.

                 In addition, the municipality must certify to the State that the use of
                 the land and/or water complies with the State's Coastal Zone Management
                 Program.    In accordance with the Clean Water Act, a Water Quality
                 Certificate is necessary from the State.

            0    With the recent focus placed on reducing crime in the communities, it
                 should be pointed out that improving the recreational facilities available
                 to the youth could be one of the most effective methods to discourage
                 crime, and to promote healthful and group-oriented activities.

            In conclusion, the key factor in making any or all of this happen is commitment.
            If it was desirable to develop the Coastal Zone area, then it would already have
            been done.  Since it isn't desirable land, then strategic planning must take
            place to reap whatever benefits are possible. This study cites a strategy which
            if followed, would benefit Norwood and its adjacent communities.




                                                  16











          As always, it requires time, money, and interest. If there is an interest in
          f inding unconventional means of generating income, while at the same time,
          f inding a use for otherwise marginal or even unusable land, then Norwood is
          encouraged to embrace this philosophy.     Money for such projects has become
          scarce; therefore, ingenuity and hard work will have to be used to propel this
          conceptual plan into reality. It must be emphasized that if a commitment to take
          this project to completion is not made, then any funds applied to the effort
          would be wasted.


































































                                                 17














                                            REFERENCES


                0    Norwood Comprehensive Plan, 1982
                0    Norwood Borough Zoning Map, 1980
                0    Winona Ave. Proposed By-Pass Sewer, 1990
                0    Plan of Borough of Norwood, 1960
                0    Muckinpates Authority, Sanitary Sewer Interceptor, As-Built, 1957
                0    Figure 2, Monitoring Point Locations, 1982
                0    Norwood Marina, Sketch, 11-20-88
                0    Coastal Zone Area, Property Line Data
                0    Proposal, Norwood Marine Complex  Marina and Waterfront Apartments,
                     1989, Kenneth P. Barrow, Jr.
                0    Muckinpates Authority, Property Plan, 1977
                0    Delaware Estuary Program, Preliminary Conservation and Management
                     Plan, 1992
                0    The Delaware Estuary Program Progress Report, 1988-1991
                0    Planning and Zoning for Affordable Housing, Planning Series #11
                0    Norwood Borough Planning Study, Planning Assistance Program #15,
                     1961
                0    The Bristol -Delaware River Strategy:      Actions for Riverfront
                     Revitalization
                0    Falls Township Waterfront Recreation Study, 1979
                0    Zoning Chapter 90, Norwood Code
                0    Open Space in Southeastern Pennsylvania Today and Tomorrow, 1992
                0    Special Protection Waters Implementation Handbook, 1992
                0    Public Works Manual, 1993
                0    Plan of Lots, Winona Homes, Norwood Boro, Del. Cty, PA, Mar 1, 1954
                0    Plan of Norwood Park, Norwood Boro, Del. Cty, PA, Apr. 21,.1942
                0    SEPTA's Suburban Street & Transit Map, 1989
                0    American City & County Magazine, Oct. 1993
                0    Grou*ndwater Protection and Management       in Pennsylvania,      An
                     Introductory Guide for Citizens and Local Officials, Sept. 1993
                0    Delaware County Watprfront Resources Management Plan, 1992
                0    Letter to Williamson Trade School
                0    Survey & Plan of Property Situate, Norwood Boro, Jan. 24, 1986
                0    MEANS Square Foot Costs, 14th Edition, 1993
                0    MEANS Facilities Cost Data, 8th Edition, 1993
                0    Flood Insurance Study Vol. 1 of 2, Del. County, PA, Sept. 30, 1993
                0    Inspection Report Documenting Site Survey of Norwood Municipal
                     Buildings for Compliance to the ADA 1990, NDI Engineering Company,
                     April 1993
                0    Refreshment Stand/Winona Ave. Recreation Park, Norwood, Del. Co, PA,
                     Nov. 27, 1988



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                                                    9MES                         PROPOSED PARKING
                                                                                  15 SPACES EACH)



                                             EXIS G PAR

                                                                ELALL FIELDS
                                                                             PLAYGROUND                                          PAVILION
                                                                          TO BE UPGRADED
                                                                             TO TOT-LOT
                                                                 BASKETBALL COURTS \

                                                           RTS8                                               PICNIC
                                                                                   MEADOW LANE                AREA                  CONCESSION   STAND>- (IN EXISTING ATHLE
                                     TENNIS COVRTS                                                                                   REST ROOMS

                                                                                                                 P  KING
                                                                                        A VE.



                                                                                                                  18 HOLE
                                                                                                               PITCH & PUTT
                                                                                                                     COURSE









                                                                                                                                                       BICYCLE/JOGGING PATH



                                                                                                                        PARK
                                                                                             CIRCLE                                NATURE CENTER




                                                                                             W.                                      OPTIONAL DESIGN                   LEGEND:
                                                                                                                                     (IF DARBY REALTY
                                                                                                                                     PROPERTY IS PURCHASED)




                                                                                                      MARTIN  LANE
                                                                                              %-AtAE PUMP STATION             6 SINGLE FAMILY UNITS













                                 4                                                   3





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                                                                                                                                 Sheet         of


                                                                                                                  SPONSOR IDENTIFICATION




            Date:      01 Nov 93

          PROJECT TITLE
            Morton Mortenson House




                    ITEM DESCRIPTION                 QUANTITIES           MATERIAL COSTS                  LABOR COSTS          ENGINEER.ING ESTIMATE
                 (Abbreviate if necestary)            NO. OF              UNIT                       UNIT                         UNIT
                                                       UNITS    UNIT      COST          COST         COST           COST         COST           COST
                                                         2                                             6             7                            9

            Replace Doors                              5         EA 11000            5000                                                     5,000

            Plaster Repair                                                                                                                    3,000

            Painting Exterior                                                                                                                 1,000

            Painting Interior                                                                                                                 9,000

            Refinish Floors                                                                                                                   5,000
A           Pointing & BSMT                                                                                                                   2,000
            Stone Repair
            Waterproof Exterior                                                                                                               1,000
            of Building                                                                                                                             -
            Possible new cedar                                                                                                               15,000
            shake roof
            Cleaning & trash                                                                                                                  2,000
            removal
            Land   scaping                                                                                                                    5,000

            Paving w/ stone of                                                                                                                2,000
            Driveway & parking
            Handicapped access                                                                                                                6,000

            Carpentry & glazing                                                                                                               3,000

            Overhead & G/A                                                                                                                   17,000

            Profit                                                                                                                           10,000


            Contingency                                                                                                                       8,000

            Construction Management                                                                                                           7,500

            Total                                                                                                                           101,500




A




            PREPARED SY (la-*)                       APPROYED By                                    E OR ORGANIZATION                    E
              J.R. Walton, P.E.














                                       55'


                   20'                                       DRIVEWAY/
                                                              PARKINC




                                  1 ST FLOOR






                       BATHROOM                  BATHROOM












                                  2ND FLOOR
















                                  3RD FLOOR



                            MORTON MORTENSON HOUSE











              1.     Stone entrance walk needs replacement 7ft. x 4ft.

              2.     Wooden steps need replacement 6@ft. x 6@ft.

              3.     Door threshold needs replacement and door needs resetting.

              4.     Soffit rotted above front entrance.

              5.     Door threshold to right room need replacement.

              6.     East face needs some pointing.

              7.     Cedar shake roof has missing shakes, may need a new roof.

              8.     Door to right room need panel repair.

              9.     Trim to upper window right side needs repair.

              10.    All doors, windows, and trim need painting.

              .11.   Basement access door needs replacement.

              12.    South  side pointing OK.

              13.    South windows need painting and reglazing.

              14.    West side wooden steps need some painting and repair.

              15.    Door jamb and threshold west door need replacement.

              16.    Door rotted need replacement.

              17.    Windows need reglazing and paint.

              18.    West side needs some repointing.

              19.    Left door west side sealed requires new door.

              20.    Left door threshold is soft should be replaced.

              21.    Holes in soffit wire should be repaired.

              22.    North side need repointing.

              23.    Flagstone walk OK.
71            24.    Roof west side has some shingles curling.

              25.    Chimney needs repointing. (middle)


'A










              26.    1st floor left room 13'51' x 18'8'.
                           A.  Needs some plaster patching in closet.
                           B.  Needs some flooring boards replaced & preserved.
                           C.  Ceilings OK.
                           D.  Walls flaking needs spackling & painting.
                           E.  Woodwork needs painting.
                           F.  Front window has been broken panel.

              27.    Exterior  walls silicon waterproof.

              28.    Center room 18ft. x 18'8"
                           A. Floors need preservative.
                           B. Walls need spackling & painting.
                           C. trim needs painting ceiling OK.
                           D. West window cracked paint.

              29.    Right room 1619".
                           A.  West door needs replacement.
                           B.  Fire place needs painting.
                           C.  Floors need refinishing.

              30.    Basement  center window east & west.
                           A.  Windows covered may need replacement.
                           B.  Needs cleaning and painting.
                           C.  Stairs need painting.
                           D.  Door jambs rotted between rooms.
                           E.  Mud leaking from southwest corner & west wall needs
                               waterproofing.
                           F.  Gas meter enclosure needs replacement.

              31.    2nd floor left room.
                           A. Some spackling in closet.
                           B. Floor needs refinishing.
                           C. Walls flaking need spackling and repainting.
                           D. Evidence of leak in ceiling.

              32.    Center room.
                           A. Bathroom has hole in wall under sink.
                           B. Fixtures need cleaning some broken floor tile.
                           C. Wall & ceiling need spackling and painting.
                           D. Center door needs replacement door jambs & threshold.

              33.    3rd. floor needs general cleaning.
                           A. Upper railing needs securing.
                           B. Piping insulation needs repair.
                           C. Some plaster repair.

              34.    2nd floor apt. north side appears OK.
                           A. Needs painting.
















                                                                                                                            Sheet          of


                                                                                                              SPONSOR IDENTIFICATION




               Date: 01 Nov 93
            PROJECT TITLE

               Norwood Athletic Club



                     ITEM DESCRIPTION               QUANTITIES          MATERIAL COSTS                LABOR COSTS         ENGINEERING ESTIMATE
                  (Abbreviate if necessary)           NO. OF            UNIT                      UNIT                      UNIT
                                                      UNITS    UNIT     COST         COST         COST         COST         COST           COST

                                                        2                                           6            7            a              9

               Roof, gutters, & facia                                                                                                      $4,000
             -Rem6ve & replace fuel                                                                                                        5,600
               oil tank
               Replace electrical                                                                                                            300
               service wiring
               Replace outside lightin,                                                                                                      500

               New Men's bathroom                                                                                                          102,000

               New Women's Bathroom                                                                                                        10,000

               Replace G    arage Door                                                                                                       500

               New Electrical Boxes                                                                                                        2,500
               Ceiling Lights
               Install new drop                                                                                                            2,000
               ceiling throughout
               Paint block wall, Ist                                                                                                         400
               Flr,.w/ waterproof painj
               Replace (7) windows                                                                                                         2,100

               Repa.ir stair treads &                                                                                                        300
               risers
               Remove    paneling - 2nd                                                                                                      300
               Floor
               Sheet rock, paint &                                                                                                         3,000
               insulate. 2nd Floor
               Ndw plywood deck for                                                                                                          800
               2nd Floor
               Retile 2nd Floor                                                                                                            1,500

               Overhead & G/A                                                                                                              13,000

               Profit                                                                                                                      8,500

               Contingency                                                                                                                 6,500

               Construction Mgmt                                                                                                           4,320


               Total                                                                                                                       75,520


               PREPARED BY (Ya.#)                    APPROVED By                                LE OR ORGANIZATION               DATE
               J.R. Walton, P.E.
















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                                                       ATHLETIC CLUB











            2nd Floor (meeting room)

            1.    Replace plywood floor and retile.

            2.    Remove paneling.

            3.    Sheet rock and insulate.
                  Replace lighting.

            4.    Repair ceiling insulation.

            5.    Replace drop ceiling.

            6.    Replace windows (7) with double pane windows.

            7.    Repair stairs treads & risers.

            8.    1st floor. (storage room)
                        A. Replace sink & toilet
                        B. Replace garage door
                        C. Electrical boxes and lighting
                        D. Paint floor
                        E. Paint block with waterproof paint
                        F. Install drop ceiling throughout
                        G. Reframe and dry wall entrance and bath

            9.    General
                        A. Check and repair HVAC system
                        B. Replace fuel oil tank (above ground)
                        C. Need new roof and gutters and facial
                        D. Replace electrical service wiring
                        E. Yard clean up
                        F. Replace outside lighting








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                   (f- t     11 Move                               [space] Label's                                        [Home) Rec-.1'et
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                                                                                                               I IL MMIL EMM.-J ENE- EIMj MM--j Em- EEL MM--j NM_ moo-, Mom- MOM- EM---(.






                            DATA FILEs CaN.SAN
                            PRINTEDj 11-23-1993

                            PROFILE - Daily Ave                                                                                                                                                                                                                                                                                     PAGE 1 OF 6
                            -----------------------------------------------------------------------------------------------------------------------------------
                              LINEI RES I COM I MISC: INF ICONTRI                                                        PK FCTRS I                    TOTAL              1PIPE ISIZEI                    PIPE        1PIPE             1HYD GRDI VEL !HYD GRD                                    I INVERT              ICOMMENTS/
                               No.        INUMBER OF                UNITS /@MILESIFLUW I                                 RES, COM/1 FLOW                                  ICAP 1HT/W1                     LEN         ISLOPE            I   SLOPE           1UP/DN:UP/DOWN                        [UP/DOWN              IDOWNSTREAM LINE 0
                                          1 GAt- /        DAY       /    UNIT itPD/Ml                   (MOV) 1          MISC                     (MGD/C@:S)              I (CFS)I(IN)               I    (FT)        I                                     I (FPS) I             (FT)                     (FT)         I

                                                     5;             C);                      0    2,;    1.). 6"';                   1. 0              0. 002                    0. 6;         8          1 14            C). 44,           0. 4@?.G        t       .66:        1.14.99               1 ! 4. 96
                                                ---5                                                                                                        -'(-3                                                                                                0. 12 6        11.4.51
                                                                                                                                                                                               a                                        t                                                             114.46                   -1


                                      7.             3:             0 1                      02-1        0.              i. C).      1. 0                   004                                6          140         1   1. C)86;          1. 071C)        1    0. 7'--i:      1 14. 50              114.46              "it, 1 1 --MH 3.
                                                350                                             5,                       1. C)                         0. 006                                  6                                                                 0. :,3:        1 1 J". 00                 2'. 9 4             G,


                                      6;             F,                                      050:        C). 00;         1.0,        1. 0              C). 006                   1.5;          6          266             1.594:            1.567                0. SO:         i I @-'. 99       t   112. 94
                                                350;                0;               Q t 4250;                           1. 0                          C). Oog                                                                                                   0. 23;         108. 62           1   108. 7 0                 5


                                      5:            12;
                                                                    Q,               j                   C).                 0,      1. 0       t      C) . C. @ 2 4                  3:       S     t    37/2        1   1. C)".-72        1.     u3                             C@S. 79         t   11-8.7--          1 P1 - 5, -
                                                350;                                                                         C)                        0. 037                                                                                                                   -;k:)4. 77            1 C)4. Eit               4


                                      4;           12'.                                                  C). C)i)'                                          C),:--, 8            1. Gj         b          -3              2. 477:           2 . 4                1 . 3            0 4. 74             104. 64                  i @6
                                                350:
                                                                                           '1250;                                                             4 4                              6                                                                         2:       '37. 4 3                 97. 2 1


                                      2@:            5@                              f:) ej. i-)5i) t    r).                 C@'     1.                co.'-565                  0. S;         8          2,  2           0. 5 i9           0. 4@Y6                   6C@         9-7.36                   97.2.
                                                3-5c' @             Q 11                                                                               0. 1-.*-,                               L,    i                                                           I .                     r 8               95. &T,
                                                                                     0                                       C)


                                      2.;                                            C.      03.,        0. 1')'-        1 . 0.      1. C)             0. 066                                             165         t   1. 932;           1. 8 /3              L. &,7';         96. 02                   95. E151
                                                                                                                                                                                                                                                                      7cz!        S., . S3                 92. 'E11-3


                                                                                                                                                            @97                      G                                                                                            '92. 64                  cj2. 56                    70 -;Ji,,@:)
                                                                                                                                                                                               6                          2. Zi-            j.. 2,@,5            2'. 't 2
                                                                                                                                                                                                                                                                 0. E,


                                    "s;                                                      05          C).                         i .               C'. Oiyt           i      1. 0;         6     i    21 7 a          0.6b7             C). 6z@@4            0. 8,-)!       !,,8.54           t   1 18. 4:4
                                                a 5, 0                               o' 42-@:                                0                         0. 006             t                                                                                 1    C). 43 1       116.71                116.66                   12


                                    1 ;2                                                                                                                                         1. C);        6     t         5          0. L53;           C). CS21                     7:     1' .70                116. 6              MH',-3-Ni---2
                                                                                     o: k    t"I 4                                                     0. 1- 05           t                                                                                                         6
                                                35C):                                0:   4J:: 5                         1. C)                         C). 008            1                    6                                                                 0.. 4 44       1 1 G .      4        116.       .17           1


                                                                                                                                                                                                                                  3                -14               9 It       1 .1. G. 22           i L 6.     1-
                                                     4'                                      631         0. C)o          I. C),      1. C)      t      C). 008                   1. 3;               t    165             1; 0@             1. 0
                                                350:                                       4250;                         1.                                 C) 12                                    t
                                                                                                                                                                                                                                                                 0. 752 t       114.45                114.37


                                                                                     0       057;        C. 00;          -6.         1. 0              C). C I 1                 1             8          300                  087 1        1 . C) 7,--j         1. C)6!        ii4.43                I 1        3-7
                                                                                                                         I . 0                         0. 0.1, 8                               6


                                      9;             5:                              C.); 0. 045;        C). 06;         1. C).      1.                0. 013                    1.2:          8          240             1. 005:           C). 9tZ              1.11:          111.16                111.11              r-1H'4-,mH5
                                                                                                                                                            -)21          i                    B                                                                 0. 5           106. b2                    06. -/ C)           5


                                    19:              5:                                 C). 632;              (-)C)      1           1. C)             C). 002                   0. 9          8          1&7             0. 51 1           0. 495               0. 67          116.D7                116.94            ;mH25-01-26 @END)
                                                                                                                             C)                        0. 003                                                                                                    0. 2C).1       116. IS               116. 09                  S



                                                                                                      I



                          SANITARY           SEWER TABULATION (continued)
                          DATA FILEs CvN.SAN
                          PRINTEDs 11-e3-1993

                          PROFILE - Daily Ave                                                                                                                                                                                                                                                PAGE 2 OF 6
                          -----------------------------------------------------------------------------------------------------------------------------------
                            LINEI RES I COM I MISCI INF ICONTRI                                             PK FCTRS I TOTAL 1PIPE ISIZEI                                         PIPE       IPIPE 1HYD ORDI VEL 1HYD ORD                                      I INVERT             1COMMENTS/
                           No. INUMBER OF                     UNITS /IMXLESIFLOW I                          RES, COM/1 FLOW                          ICAP 1HT/W1                  LEN        ISLOPE I           SLOPE         IUP/DNIUP/DOWN                   1UP/DOWN             IDOWNSTREAM LINE 44
                                     IGAL          DAY        /  UNIT IGPD/Mf               (MGD) I         MISC               I (MGD/CFS)           I  (CFS)l      (IN)     I    (FT)       I   (S)        I                 I(FPS)l            (FT)          I     (FT)           I


                                                              0;         0: C@. C)4@--';     Q. 00:         1. 0,     1. 0           0. CK:)6              0.9;         6         2 @@'C)        0. 558;        0. 5-+9       1   0. 90:       1!6.14                116. 09
                                           330:               0;         C' 1 4250:                            0                     C). 601.9       i                                                                            0. 51 1      114.93                1 14. 86         17


                                17:            5:             C):        C@' 0. 037:         C). 00!        1. 0,     1. 0           0. 006                     C)      6         19 7           0. 66'-':      C). 64,A.6    1   0. 96!       114.91                114.86         :.,'iIH2 7
                                           350                0:
                                                                         0: 42,150;                                                  0. 0.t 2                           '9                                                        0. 48:       113.64                1! 3. 56         16


                                16;          121                                   0-57!     0. 00;         1 . C),   1.             0. Oa'R         1     2. 0                   3          1   2.749;         2.. 7             1. 09;       1.1 7. 62             1 12, 5 6
                                     1     35
                                                                                                                                     0. ':' 19       1                                                                            C). 6        1 C) 5 . 3 4          105. 2S          15


                                Is:            5;                        0         023       0. ",K);       1. 0.     1. 0           C). (-.)14            2. 4         6             2          4. 072 1            963          1.13'.       i 05. 3.2             105. 25        MH29-1,1H30
                                           350 1              0:                 4250:                      1. C)                         D22                           'C@                                                       0. 2 -3      1 0C). 4 7            .1     29        14


                                14:            0:                        0    0. C)46        0. C":)!       :i. C).   I. o           C). 0:A               :1.          o    1    242            1 . 2,71       1 . 23 5          1@63         100. 4.7,             100. 21:4
                                                                                                                                                                        8    1
                                           350;               C.)        C)      4230;                         0                     0. 084                                                                                           012         97.43              97.25.           3


                                               3;                             0.             0. 00:         1.        1.0            0. 00 J.              3. 2         5         J.9 2      1   7. 162         7. 660            C). C-,;--)  129. 86               129.77         MH j.
                                           3 E. C)            C)         C.)       '25-.')                                                                                                                                             10:     " I E. 24             1 E- I


                                             12;                         0; 0. 047           0. 00;            0.     i . 0    1     0. 004                1.71                   2-+6           1 . 943        1. 943            0. 83        1.; 3. E39            113.84
                                                                                 4250@                                                                                                                                                                  11.          !0s. 06          2@:S


                                25,            0:             0          0: 0. 020           0. 00 1        1. 0.     1. 0           0. 004                1.4:         6    1    1(-,G          1.255:         1.244             0. 83!       101. D. i 0     t     109. 06        1 1A P.4 3 - Io H. 4 4
                                           350                Cy;                4 @--' 5,")                1. 0                     0. 0,,@7                                                                                     0. 55 7      i,',')7. 78           1,-7.73          E4


                                24                            C.)             c). o 2* 7     0. C)(,)       i. 0.     1 . C)         0. 0(.)5                                     14a'           I . 0 6 'S     1. Oa7            0. 8-f       107. 77                      .3
                                           350.               C@.                4 '50                         0                     0. 007                             a                                                         0. 16i       1 06. 31              106.   1,:)      2's


                                                                                                   00:      i.. 0.    1-)            0. 026                1. 0:        8    1    1          1   0. C.76        0. EA 6           1. 3@!!      106. 28               106.   19      1 M i@, 3 E. - M i -3 7
                                           350;               C)         0 1     4250;                         C)              1     0. 039                             6                                                             F, 9     IC5. 13               1 eWt. 98        2,f


                                22"            6:             0;         0    0. 643;        0. 00          1. 0,     1. 0     1     (). 037               1.21         8    1    2 2, 7     t   0. 952         0. 934        1   1. 4-7;      105. 09               104. 96
                                           3-50:              0:         0: 4250:                           1. 0                     0. 058                             a                                                         0.97:        102. 97               102. 82          2j.


                                21@            7!                        0    0. 04 3        C). 06         1              0         0. (-.)4'-)           1.3@         8         2a6            I. 119:        1. 093            1 . 50:      102. 9 4              102.62         M H3 FA - ill, H 3 C)
                                           350:               C
                                                                         0:      425.--)                    1. 0                     0. Cj@'2                           b                                                         O.B3:        100. 4 7              100. 29          14


                                29:          10:              0;         6    0. 036:        C'. CK)        1. 0.     1. 0     1     0. 004                1.7;         6         1 9C@          2,. 021        2. OJ 3           0. 7. 9      1 i7. 03              1 16. 9
                                           350:               C)            1 4 2 5,C)                      1. 0                     0. 006                       i     a                                                         0. 3 Fj      1 1. 3. 20      1     113. 14          28


                                28@            si             (71        0    0. 042         0. 00 1        1. 0,     1. 0     1     C). C.')(.)7          2.1t         6    1    2LO            2.914          2. 9,02           0. 92;       i 13. 19              11:3. 14       MH40-MH4 1.
                                           350;               0:         0! 4250 1                          1.0                1     0. oic)                            6                                                     i   0. 49:       1 C) 6. 6 0           106. 7 3         27



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                                                                      .i 1 .1.0                                                                                                 1 NO                                                     MEL NOL MM- M-
                              - - I                                                              , - i , L REL IW- NW,                                                                        -j MEL M..,


                         SANITARY SEWER TABLJLRTION (continued)
                         DATA FILEs CiN.SAN
                         PRINTEDs 11-23-1993
        f                PROFILE m Daiiy Ave                                                                                                                                                                                                                                                      PAGE 3 OF 6
                         -----------------------------------------------------------------------------------------------------------------------------------
                           LINEI RES I COM I MISCI INF :CONTRI                                               PK FCTRS I TOTAL IPIPE ISIZEI                                          PIPE        IPIPE IHYD GRDI VEL lHYD GRD                                        I INVERT            lCOl'lMENTS/
                           No. INUMBER OF                    UNITS /IMILESIFLOW I                            RES, COM/1 FLOW                           ICAP IHT/Wl                  LEN         ISLOPE I             SLOPE        IUP/DNIUP/DOWN                    IUP/DOWN            [DOWNSTREAM LINE
                                     IGAL /        DAY       /   UNIT IGPD/Ml                (MGD) I         MISC                I (MGD/CFS)           I  (CFS)l       (IN)     I   (FT)        I   (%)         I    (,A)         I  (FPS)l           (FT)                (FT)          I


                               27'             19 i          0;              0; 0. 6519:      0. (:)u:       1. 0,      1. 0           0. C) 10               0.91         b        309             0. 566;          (). 5 3 7    1   1. 02;        106. 7 9              1 111E. 73        lH4A -t-Q@
                                          350 t              0 1
                                                                             0: 4250!                           0                1     0. C) 15                                                                                       0. 26:          (6. 13              10-4. 9@i         2


                               351,                          0 1              0. 057,             00 1          -3.     1. 0     1     0. 003                                                       0.78-6           0.774        t   0. 7.-@ t       I i@@. 9 7          1 16. 94
                                          :350:              0;              C)    4,2 56 t                     C.)                    0. 005                                                                                             28:       j. !4.                1. i 4. 64


                               34:             11:                           k-@: 0. 057:     0. Cm.) 1      1. 0.      Jk.      1     0. C)k-)7                                    299             1 . 3,.., It:    1. 3     4           94:       1 i 4. 69             14. & 4       ;:,ii-17!
                                                             C)              C@ 4250"                        1. C)                         01 1                                                                                           46:       1 1. C).  E,          1 1 C). 6113


                               33@             121           0:              0; t..). C)"57:  0. m'dkj 1
                                                                                                                IJ      .1.      '     Q. C)                  0. 9 1       6        3(.)(-.)        0.570;           C@. 562          1. 07:        1, 10. 74       1     1 10. 68
                                          350;                   j           0: 4250 1                       1.                        0. 0 1 a                            Fk                                                         0. 67:        i 01-3. Oi@l          108. 9 i          3


                               32@             5i                            00. 02:1.        0. 00:         J...       1. 0               0.t 3              0. 8,        6        1,1.3           0. 4 b           0@ 4;:@&         1 -           1 -)9. 04             I-D 8    7      oli
                                          330'                               1     425Q.                     1. k)                     C). C'@=' 1                                                                                    0. Cl'@`      I Q A. 55             106. 46               1


                               31!.            G 1                            0. 042:         k). Cjmj       :1. 0.     1.0            C). C)                              3        2 ;-`.'3        C,. 49-',        -3. 46C      1   1. 16:          66. 53              108. 46
                                               50;           0               0;    421L."                       0                      0.                                  a                                                          0. 7,.:,:                              7. 3


                               30;             9;                             0'. C@4'2;
                                                                                                                        j              0.                                           2@@'4           0 . 5            0. 5--@4                       j. o7.    4 4
                                          3501                                     4                         :1. .                     0. 00"@                                                                                        0. t@.'o        C't-.               (--6.    -19      ii-


                               47;             10;           Q               0! 0. 0-71       0. CW) 1       1 . 0.     1. 0           0. 004                     9 1      8        303             0. 6 04          u.597            0. 80:        1 J@ 8.   t. 4        1. 18. 49
                                          35C)               C)              0     zhm-'E'                                                                                                                                                -',:L
                                                                                                             1. 0                                                          IS                                                                                                      6'@@


                               46              i2:           0:              00.                                                       0.  Ooa                                                      1.               .1 2 73                 8      .1  i@,,  7,          i  6. E,F'
                                                                             C     425C),                    j.. k')                   0. C) 1 3                           8    i                                                 1   0. 46:                  5              2. -@ 6
                                               Q.


                                                                                                                                                                                                    2. L -i e@       2.   6' 9                                65          1;?. 76               j.         7
                               45:             i G                                 0157;                        0.          k..)           0 1.4                 .9;                3   y'2
                                          350:                               0     4,-.50;                      0                                                          6                                                              7',
                                                                                                                                                                                                                                                              0 9


                               44;             2;                            Cj 0. C) 17.     0-J. 0o:       i - 0,     1. 0           0. 0 -1 5                  4        8    i      91           1. 2@f-6;        1.               i . 14        165. 0 7              105. 00               7
                                          350 i                              0@ 4250!                   i    I .                       (.023                               8                                                          C). 3 1,      :L 0 4. 04            103. OF,          42


                               43              's            C)               0. 023:         0.                        J..            0.    153              1.2;         S                            C' 5            0     0       1. F-@                              1        6              P
                                          3 5,                                                                                                                             6                                                              0,1-1:    1 0,2. 7 7            1  Em    Ej


                               42,             1
                                                                                   - j;                      j... J.    J_ 0           0. 056,                1. 2,        B        2'. 14          1. 061           1.               i . F, G,     A C), ". 7                     '59
                                          350:                               0 1   4250;                                               0.    6,3                           B                                                          1.12;           9':@. 4 5           99. `6


                               41:             5i            C@ 1            00. C),- 8       C. 0o:                    1.             0. (53                 1. 0:        6           43           0. 674           ".444        1   k. 66:                  4 0         95.26
                                     1    35,-)!             0 1             0     4 @2 5 0
                                                                                                             .1. 0                     0. 092                                                                                             8.-):       9 9. Z4.1 1         96.97             4 C.



                                                                                                                                                                     .. .... .. ....



                                                                                                                                               L, MML- Mm..J MR-i EEL- EEL- Mw-j on_ M- M- Mil- Wil-

                           SANITARY SEWER TABULATION (continued)
                           DATA FILE1 CvN.SAN
                           PRINTEDo ll-e3-L993

                           PROFILE - Daily Ave                                                                                                                                                                                                                                                             PAeE 4 OF 6
                           ---------------------------------------------------------------------------------------------------------------------------------------
                             LINEI RES I COM I MISCI INF ICONTRI                                                 PK FCTRS I TOTAL 1PIPE ISIZEI                                             PIPE       1PIPE 1HYD GRD1 VEL 1HYD GHD                                          I INVERT            ICOMPIENTS/
                             No. INUMPER OF                     UNITS /IMILEeIFLUW I                             RES, COM/1 PLOW                             ICAP 1HT/W1                   LEN        ISLOPE I             SLOPE          IUP/DN:UP/DDWN                    tUP/DOWN            IDOWNSTREAM LINE 0
                                       IGAL / DAY               / UNIT 1GPD/M1(M3b)1                             MISC                                                                      (FT)       I    (S)         I   (Y.)           I(FPS)l               @FT)        I     (FT)


                                  40:            5              0;           C)   C).048;         0.,DO:                         C)         0. UjEl                0. 9;         a    1    2t. 1           0. 586':        C;. 5t"O           1.'D4:            59, 15            -'@3C4.
                                             35 C)              0;                  4250"                            0                                                                                                                                          5       7         37. 5()


                                                                             0         6,57
                                                                                                                                            0.   1'*)e             0. Es         8    t    3(to            0. 4 0 7             3o5
                                             350:               0 1                                                  0                      0.        7


                                  3a:          12@              0 1          0:1 0. 05            0. 0a)         I . 0,      1-)                                                 o                         C   1", 4           5,-,                                     4 i
                                             35C) i             0            0: 425o,                                                               64                           6                                                                                                94. 64            37


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                                             350:               0 1          Q; 4250                        1    3L. 0                      C@.  17 1.                                                                                    1   6. 9 2:           '12. 9 3          "92. 58


                                  55,          i2i              0.           0    0. 0 4 1                  1                1. C)               CW                1.7'          8         2-4                 9 315       1.92S              0. G3        1. 1,-. 85           i 12. 60          M
                                       i     350:                                                                                           0. 0 u 7                             6                                                                         J-C'6. 73              06. C-,F-


                                  541          12@              C.;          0: 0. 0415;              ()o        A.          1. Cy          0. (-),. '9                          6         a2:7            6. 6,-,7;       0. 6 16            o. 9'-3                   7.L     168. 66
                                             350:               C),          0      4 2 5 C)                                                0. O.-'A                                                                                          0. 56 1           C) 6. 7 8       10 6.. -e 0         53


                                  53;            8:             C@           0    0. 044 i        C). (DO;       1. Q,       1. 0           0. 012                 1. 3          8         iR33            1. 232 1        -220               1. C)'/;     3.06.76              JC)G. 70          MHG7-W@66
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                                  51:            a;                          0: 0. 02-7:          C . C                      .1 - 0         Q. 0 18          1     0. 7:         8    i    141             0. 312          0. 2C',6           1.!St        103. 41          1   103. 33           IYIH65--MH47
                                             350;               C)           0      4 2,1,3 -D                   1. 0                       0. 027                               6                                                            0. so             0 3. 0 3        102. 89             50


                                  50:            0!             0;           C)   0. 058          0. 00:         i. 01       i . 0          0. 0:@5                0. 9;         6         305             Q. 498          0. 468             1.44;        103. 00              102.89          !ft1H47--MH4G
                                       1     350:                            0: 4250!                            1 . 0                      0. 054                               a                                                        1   0. 99;       101. 51          1   101. 37         1 49


                                  49:            0 1            0 1          C); 0. 056;          u. 0Q.,        I . 0,      1              0. ()3`5               0. 9:         a         &. : 551        0. 50i*@? 1     Q. 491         1   1.44i        101. 46              101. 37           MH46--PIH45
                                             350:               0!           0      4@-7-'@.'10 i                1. 0                       0. 054                               6                                     i                      0. 1.4                    0         99.89             4 61


                                  48:            0:             0;           0 1 C). 0.32 1       0. 00          1. 0,       1. 0           0. 6:@5                0. 19,        8         170             0. 54.1;        0-4L14             - 44'.       .1+ 00. 0C)            99.69           i"jH45-MHi'7-'0
                                             350:               0:           0: 4250.                            1. 0                       0. 054                               a                                                            0.                9. 2, 1           96.97             40


                                  59:          12;              0i           0: 0. 039:           0. 0           1.0,        1   0          C). C*Z@               2. 0:         6         266             2'. 752         L.744              C). 83;      1 15. 19         1   115.14          :MH59-MHG,_') @END)
                                             350:               0;           0; 4250:                            1. 0                       6. 007                               6                                                            0. 377;           -9. 54          109. 47             5, 6



                                     ; I @                                                                                             1: 11111111
                                                                                                                                                                                                                                                    M- 11111111w- mm- m- w


                          SANITARY SEWER TABULATION (continued)
                          DATA FILE3 CsN.SAN
                          PRINTEDo 11-e3-1993

                          PROFILE - Daily Ave                                                                                                                                                                                                                                               PAGE 5 OF 6
                          -----------------------------------------------------------------------------------------------------------------------------------
                           LINEI RES I COM I MISCI INF ICONTRI                                             PK FCTRS I                  TOTAL         1PIPE ISIZEI                PIPE       IPIPE           1HYD GRDI VEL 1HYD ORD                            I INVERT            ]COMMENTS/
                           No. INUMBER OF                   UNITS /IMILESIFLCJW 1.                         HES, COM/1 FLOW                           ICAP 1HT/W1                 LEN        ISLOPE I            SLOPE        IUP/DNIUP/DOWN                   1UP/DOWN            IDOWNSTREAM LINE
                                     IGAL /        DAY      /   UNIT IGPD/Ml                (MOD) I        MISC                I (MGL)/CFS)          I  (CFS)i      (IN)l        (FT)       1               1   00           I(FPS)l             (FT)                (FT)         I


                                58;          10:            D;                        :)4    0. C)@,!      1. 0.           C)          0.            i     1.1;        b         2,-; 1     1   C). 844;        C). 8 r-* 7      C.). 9'7        ()9. 5,,     1      109.47
                                                                                                                                       0                                                                                                 31
                                                                          0; ;425@)                            0                                                       8                                                         0. -4         i 07. 61              i 0 7. 5E,   1 ", 7


                                57;                                                                                                    Q. Q                            8         1.15.3         1.277;          1. a60           1.14:         10 7. 59              10 7. 52
                                             5 6                                                                                                                       19                                   i                    0.711         105 - 5 9             105.49          56,


                                                                          0:,-). 01"0,       C.). Ou           0,     j.. 0            0 @ 0.. 7           1. 9        6         10:5           -'.47G;         2. 4 i 4         1.16'         if,') b. 5 7          105. 4-@;    Iilil@,4@..@
                                           350;             0;            0:                                                           0. OLE,                                                                                   0. 48!        10 -1 - 0 3           102. f.-39      51


                                                                              C*). C.,,7PZ,; C'.                                          001)       i     0. 7;       8           22           C). 364:        0. 138           o. i i:       i i @. '16            1 1 14. -i F. ;mi@
                                                            0;                   425                       1. C)                                                       6                                                         0. 00:        1:t9. 73              119.66          6":,'


                                671          14@            0 1           0        OL,7:     0. C)l        J. 'J@     1. 0             6.                  E'. 0;                               2. 7f:t2,       2.763                F-A 7 1   119.72                1 i 9. 68                 e-;.@i7c,
                                                                                                                                       C).                             3                                                     1   0 . 3 8         J. I . '3 7         11 1. 30        E, F,


                                                                                                                                                                                                                   3 12                                                    30
                                             5                                                                                                                                                                                                 @A,.1. 2A             i 16.,


                                                                                                                                                                                                1. 03           1. 00C           .1. J. 1      1        2;           1C.).



                                64;          12:            0:            0        0-53!     0. C)(,) 1    1.         1..      1       0. 0   6            C.). 9:     8     1   262        1   0. 5      4!    o. 493           1. 2(-) 1     108. 88               108. 80
                                           :350:            C);           -,;       , ),                                               -
                                                                                                           1.                                                          L,                                                        0. 51a,         0 7. 4D             10 7.           6-3


                                  3            0;                                                 C)@@:                                                                                                                                                 46                 55
                                                                                                                                                           1.1,        L@        165            C. 6z11         0. 797           i.4
                                           350;                                                                                                                                                                                                                      @-)G. CW)
                                                                                                                                                                                                                                                        15


                                F-2            kj,                                           (D. 0'':                 1. CJ            J). k-@37           (.-J. 6'    A                        0. 4 4 7 i      C). 4 19         1. 4-1;       106. 11                6. 00              5 i          2
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                                               U.                                                                                      0. [email protected]                        6                                                         0- 9*/:       @ j. 56               105. 4 i        Ci


                                61             0:                             6. 0129        Q. C) C)          C).                     0. 037              0. 7;       b         151            0. 298:         0. 264       1   1.26:         10 5. 54              105. 4
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                                     t     350;                           C);    4-25C);                1  1 . 0               1       0. C)"a                         8                                                         i. 01         1 C)S. I 1            104. 96         SO


                                60 1           C),
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                                           350:             0                    ,@250;                    J. . 0                      0. Of:?,q                       b                                                     1   0. 76;        104. C@4              I C) 3. E3 G    4 3


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                                           -160;                                                                                       0.,- ( 8                        8     i                                                   0. 20;        116.21         1      116.16       1 72


                                72 1           8:           C)                                                        1.               0. s-)04            1. 3@       8         141            1.117:          1 . 0,9 1        C.).83:       i iG. 20              116.16         M1,-1G3-Mi-i&.-'-,
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                                           350              0;            0;     4250                      1. 0                        0. Oo7                          6                                    i                    0. 31         114.67                114. 59      1 74



                                                                                   .. .... . .. ...







                         SANITARY SEWER TABULATION (continued)
                         DATA FILEi C#N.SAN
                         PRINTEDs 11-e3-1993

                         PROFILE - Daily Ave                                                                                                                                                                                                                                               PAGE 6 OF 6
                         ------------------------------------------------------------------------------------------------------------------------------------
                          LINEI RES I COM I MISCI INF ICONTAI                                            PK FCTRS I TOTAL 1PIPE ISIZEI                                          PIPE       1PIPE 1HYD GRDI VEL 1HYD GRD                                      I INVERT            ICOMMENTS/
                          No. INUMBER OF                   UNITS /IMILESIFLUW I                          RES, COM/1 FLOW                            ICAP 1HT/W1                 LEN        ISLOPE I           SLOPE         IUP/DNIUP/DOWN                    1UP/DOWN           ]DOWNSTREAM LINE 0
                                    IGAL          DAY          UNIT IGPD/MI(MGD)i                        MISC                 1(MGD/CFS)1(CFS)HIN)1                             (FT)       I   (%) I                        I(FPS)l (FT)                     I (FT)              I


                               71@                                      0; 0- 037               0 a:     1. 0.                          0 J.'-)           I. 3i       b         299            1. 074:        1. 064            1. @:)4:     i 14. 65,             1.14. 59
                                          350 1                                4250                                                          F,                       8                                                         4). 60:      1 1.L. @'17           I 1. '43         7 C)


                               7 0                                               046:       0. 00:       1 . 0,     1. C)          0. Cr"'s               'j. 9:      a         25 1           C). 526:       0.515         1   1. 11:       !11.43                1 1 1. 38     1 MmG I
                                          350:             0;                  4250:                     1. 0                      o. 02' 1                           6     i                                                        66:               :L5         I 10. 06         69


                               69:             6i
                                                                                                         .1. 6.          (:1       0. 0 16          1     1. 2i       6         276,           C). 1982;      0. 9ba        i   1. :16       1 1'". 13             1      Ob           55
                                          35C);                         0:                               1. C,                     0. *0 @: 4                                                                                   0. 46:       107. 49               10 7. 5? 5       63


                                            i 0;                            0. C)37:        0. Os':      I.              C)        0. 004           i     C). 9'      a         lis            0. 528;        0. 476        1   0. 7     1   107. 06               07.                                   (END)
                                    t     350!             C)           C).                                                        0. 006                             6                                                         C). 1    1   10 6. i @.75          06. 00           6


                               75"          10:            C):                   055 0. Oo-)!            1. 0,      1.. 0          0. 0(.'4               A. 3i       6         r!"JO      1   I.Ii7l         1. 102            C.). 6%)     1 i0. 61                0. 76        @'H'_;O-MH49 (@-Nr))
                                          350:                          0      4250                      1. 0                                                         G
                                                                                                                                                                                                                                0. 2o 1      107. 61               0      2@2       57

                                    . .. .... ...... . . .... ... .... .. .. . ... ... ..... .. .                                                                                       .... ..





I
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I                                  "PE"IX E
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I
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'A








A













































                                           APPENDIX F







































 A










A






                                                                     CZl: 92.05PD
                                                                          Match



                                    GRANT BETWEEN
                           THE COMMONWEALTH OF PENNSYLVANIA
                       DEPARTMENT OF ENVIRONMENTAL RESOURCES
                                        I I AND')
                                    NORIVO01i BOROUGH
                           FOR THE NORWOOD BOROUGH: COASTAL ZONE:@
                                 LAND UTILIZATION STUDY





        This GRANT made the                 day of                    19       bv
    and between the Commonwealth of Pennsylvania acting through the DEPARTMENT
    OF ENVIRONMENTAL RESOURCES, party of the first part, hereinafter called the
    "DEPARTMENT" and the
                                    Norwood Borough
                                      P.O. Box 6S
                                  10 W. Cleveland Ave.
                                   Norwood, PA 19074


    party of the second part, hereinafter   called the "GRANTEE", witnesseth
    that:

        WHEREAS, by virtue of the Coastal   Zone Management Act of 1972 (16
      S.C.A. 1451 et seg.), the DEPARTMENT is authorized to make grants for the
             descrlb@-d herein; and
    purposes

        WHEREAS, the GRANTEE has determined that the work covered in the
    attached SCOPE OF WORK (EXHIBIT B), which is part of this GRANT, is
    consistent with its program and purpose; and

        WHEREAS, the DEPARTMENT has solicited projects in accordance with the
    established Coastal Zone Management Program project Aelection process and
    the project referenced in this GRANT was selected according to this process
    and has been approved by the Federal Office of Ocean and Coastal Resource
    Management, National Oceanic and Atmospheric Administration, U.S.
    Department of Commerce for conduct as part of.the implementation of the
    federally approved Pennsylvania Coastal Zone Management Program; and

        WHEREAS, the DEPARTMENT wishes to obtain the services of the
    GRANTEE in connection with the development of Norwood Borough: Coastal Zone
    Land Utilization Study
    as set forth in the attached SCOPE OF WORK.

        NOW, THEREFORE, in consideration of the foregoing and of the mutual
    promises hereinafter expressed, and intending to be legally bound hereby,
    the parties agree as follows:





   I.' GENERAL CONDITIONS

       A.  These GENERAL CONDITIONS, the SPECIAL PROVISIONS, the GRANT
           INFORMATION BOOKLET and the SCOPE OF WORK are included herein by
           reference as though fully set forth herein.

       B.  All work under this GRANT shall be performed in accordance with
           applicable statutes, rules and regulations of the Federal, State
           and local governments. All applicable Federal statutes and
           provisions of the Code of Federal Regulations in effect on the date
           of execution of this GRANT are an integral part of this GRANT.
           Specifically, the provisions of Federal OMB Circulars A-87, A-102
           and A-128 and the provisions of the Hatch Act, Federal Fai *r Labor
           Standards Act, Uniform Relocation Assistance and Real Property
           Acquisition Act, Clean Air Act, and Flood Disaster Protection Act
           must be adhered to by the GRANTEE and any of their subcontractors
           involved in the completion of the SCOPE OF WORK.               I

       C.  Prior written approval must be obtained from the DEPARTMENT for
           changes or additions to the work elements in the  SCOPE OF WORK. Any
           increase in costs that would result from such changes or additions
           shall be subject to negotiations upon the presentation of
           satisfactory evidence for such claim.

       D.  The DEPARTMENT shall not be responsible for any loss of life,
           personal injury or property damages of any kind in performing and
           completing the work of this GRANT, unless such loss or damage is
           the result of the DEPARTMENT'S fault or negligence..

       E.  This GRANT may be extended for additional periods beyond its
           established termination date only by mutual written GRANT of the
           parties hereto.

       F.  When the terms and conditions of this GRANT are not materially
           being met, the DEPARTMENT may, after a 30-day notice, suspend this
           GRANT until corrective action has been taken to the satisfaction of
           the DEPARTMENT, or until this GRANT is terminated.

       G.  The DEPARTMENT may terminate this GRANT in whole, or in part, at
           any time before the date of completion whenever it is determined
           that the terms and conditions of this GRANT have not been met. A
           notice of at least 30 days in writing of the termination, with
           effective date, will be made by the DEPARTMENT.

       H.  This GRANT will be subject to all of the provision's of the Sunshine
           Law (Act No. 84 of July 3, 1986).

       I.  Accurate and timely accounting records shall be kept of all funds
           disbursed under this GRANT to ensure that charged expenditures are
           for allowable purposes in accordance with OMB Circulars A-87, A-102
           and A-128.

       J.  Financial records, supporting documents and.all other records
           pertaining to this GRANT shall be retained and be made available
           for audit for a period of three (3) years after final payment is
           made and this GRANT has expired and all other pending matters are
           resolved. Audits for the activities covered under the SCOPE OF
           WORK shall be conducted in accordance with the provisions of OMB
           Circular A-128.


                                          2







       K.   The DEPARTMENT shall have access to and the right to examine any
            directly pertinent books, documents, papers and records involving
            transactions related to this GRANT for a period of three (3) years
            after the expiration of this GRANT. This right of access and audit
            shall also be granted to the Comptroller General of the United
            States or any duly authorized representatives, and the Secretary of
            Commerce or any duly authorized representatives.

       L.   No member of or delegate to Congress, or resident Commissioner,
            shall be admitted to any share or part of this grant or to any
            benefit that may arise therefrom.

       M.   The GRANTEE shall sign and comply with the provisions contained in
            EXHIBIT A, entitled, "Assurances - Non-Construction Programs"
            attached hereto and made a part hereof for all purposes.

       N.   The GRANTEE shall comply with the terms and conditions of EXHIBIT D
            entitled "Nondiscrimination Clause", within the appendix of this
            GRANT.

       0.   The GRANTEE shall comply with the provisions contained in EXHIBIT E
            relating to the Contractor Integrity Provisions for Commonwealth
            Contracts attached hereto and made a part hereof for all purposes.

       P.   The GRANTEE shall comply with the provisions contained in EXHIBIT F
            relating to the offset Provision attached hereto and made a part
            hereof for all purposes.

       Q.   The GRANTEE shall comply with the provisions contained in EXHIBIT G
            relating to the Contractor Responsibility Provisions attached
            hereto and made a part hereof for all purposes.

       R.   The GRANTEE shall comply with the provisions contained in EXHIBIT H
            relating to the Federal Requirements attached hereto and made a
            part hereof for all purposes.

   II. SPECIAL PROVISIONS


       A. Payments

            The DEPARTMENT agrees to pay the GRANTEE in accordance with the
            following schedule for approved work performed under this GRANT:

            1.  Payments will be made for the work accomplished in accordance
                with the SCOPE OF WORK during the period up to and including
                Se4-it-p-Taher -in, igg-i       or to the completion of work,
                whichever occurs first.

            2.  The GRANTEE agrees to perform the work set forth in accordance
                with the budget attached hereto and made part hereof. The
                DEPARTMENT shall pay the GRANTEE $ 20,000.00   and the GRANTEE
                shall perform in-kind services or provide a cash contribution
                match of $ 10, 000. 00 - f or the total of $ 30, 000. 00 which is the
                total grant cost.

            3.  Subject to the availability of State and Federal funds and the
                GRANTEEIS compliance with the terms and conditions of this
                GRANT, the DEPARTMENT will reimburse the GRANTEE'for actual

                                          3






               expenditures up to the DEPARTM   IS share of the grant in the
               amount of

           4.  Payments provided in Sections 1 and 2 above will be made
               quarterly on presentation of properly certified documents.

           5.  Payments shall be limited to those stipulated above. The total
               payments under this GRANT shall not be increased except by an
               Amendment to this GRANT.

       B.  Budget

           The GRANTEE will adhere to the budget breakdown of EXHIBIT C of
           this GRANT to the maximum extent practical. Any major deviation
           from the budget contained therein shall require prior approval of
           the DEPARTMENT.


       C.  DEPARTMENT'S obligations

           In addition to providing payment for the work, the DEPARTMENT
           agrees to furnish the following support and assistance to the
           GRANTEE during the term of this GRANT.

           1.  Familiarization with all pertinent information presently
               available to the DEPARTMENT *both in terms of existing data and
               current efforts.

           2.  A DEPARTMENT staff contract manager for this GRANT will provide
               any needed information and guidance for the Work Requirements
               in the SCOPE OF WORK contained in EXHIBIT B within the appendix
               of this GRANT.

       D.  GRANTEEIS Obligations

           In addition to completing the work outlined in the SCOPE OF WORK,
           the GRANTEE agrees to the following activities:

           1.  The GRANTEE shall meet periodically with the DEPARTMENT to
               discuss the applicability and progress of the ongoing work.

           2.  The GRANTEE shall immediately notify the DEPARTMENT in  wri ting
               of any unusual development or circumstances which could
               significantly change or otherwise delay the work outlined in
               the SCOPE OF WORK.

           3.  No subcontract or service purchase agreement may be entered
               into by the GRANTEE for execution of the project activities
               outlined in the SCOPE OF WORK or for provision of services to
               said project (other than purchase of supplies or standard
               commercial or maintenance services) which is not incorporated
               in the approved proposal or approved in advance by the
               DEPARTMENT. Any such agreements shall provide that the GRANTEE
               will retain ultimate control and responsibility for the
               completion of the project, as outlined in the SCOPE OF WORK,
               and that the subcontractor shall be bound by these conditions
               and any other requirements applicable to the GRANTEE in the
               conduct of the SCOPE OF WORK.




                                         4






          4.  Any subcontract entered into pursuant to Section II.D.3. above
              must contain the following clause, in addition to all other
              provisions required by Section II.D.3.:

              "The subcontractor is subject to all provisions, conditions,
              duties, and obligations contained in this GRANT between the
              Commonwealth of Pennsylvania, DEPARTMENT OF ENVIRONMENTAL
              RESOURCES and GRANTEE, dated                      , 19-,
              including the SCOPE OF WORK, which are incorporated into and
              made part of this subcontract. (Copies of this GRANT and SCOPE
              OF WORK are attached.)   This subcontract is conditioned upon
              the approval of the DEPARTMENT."

          5.  To avoid work duplication and expedite completion of the work
              prescribed in this GRANT, existing information shall be
              utilized to the fullest extent. Applicable information
              available from cooperating State agencies will be provided upon
              the GRANTEEIS request.

          6.  Financial statements for payment of work shall be in
              quadruplicate and shall include in detail the various items of
              cost incurred during the period covered. In general, financial
              statements for payment shall be presented within the first 10
              days Of Januaiz):. U-ril, Jiily-, and Qrtnber- 1QW@


          7.  A work progress report shall accompany each financial statement
              for payment.  *The report shall outline the completion status
              for each work element and give reasons for significant
              deviations from the scheduled plan of work and how such
              deviations will be corrected.

              The GRANTEE shall prepare and submit to the DEPARTMENT a
              project completion schedule which shall be attached hereto and
              made a part of this GRANT. The schedule will be prepared upon
              the execution of this GRANT.

          8.  The GRANTEE will perform all of the work required of it under
              this GRANT and will perform the in kind services or provide the
              cash contribution as set forth on the project budget attached
              hereto as EXHIBIT C. In the event that the DEPARTMENT becomes
              aware of conditions leading it to believe that the GRANTEE has
              not been performing in kind services or providing the cash
              contribution required of it as the work progresses, the
              DEPARTMENT may stop the processing of invoices of the GRANTEE
              until such time as it is assured that the GRANTEE will perform
              the in kind services or provide its cash contribution.












                                         5








      IN WITNESS WHEREOF, the parties hereto have hereunto set their hands
  and seals the day and year above written.



  WITNESS:                                COMMONWEALTH OF PENNSYLVANIA
                                     DEPARTMENT OF ENVIRONMENTAL RESOURCES




                                      Caren E. Glotfelty, Deputy Secretary
                                           Office of Water Management

  ATTEST:
                                                NORWOOD BOROUGH



  Joanne Christiansen                     June A. Rodgers
  Borough Secretary                       Council President
 
 Approved as to legality
 and form:



    Office of Attorney General            Chief/Assistant Counsel
                                       Department of Environmental Resources


  Federal Employe Identification       Approved:
  Number:  23-600-2917


  ME:  92354
                                           Secretary, 0ffice of the Budget
                                           Date:

  I hereby certify that funds in           and in the
  amount of $ 15,000.00                    amount of $ 5,000.00
  are available under Appropriation        are available under Appropriation
  Symbol 001-035-701-92-7-5220-00112-631   Symbol 001-035-701-93-7-5220-00112-631
  Program                                  Program


                           
           Comptroller


           SINGLE AUDIT ACT OF 1984 INFORMATION:

  Federal Program Title: Coastal Zone Management Implementation
  Federal Program Number: 11.419
     eakdown of Funds: Federal $ 20,000.00         State $











                                          This commitment is contingent upon funds
                                          being                              for
                                          each succe                         deral
                                          funds being, pro               ommonwealth
                                          for the contract pupose.
 




                                                             EXHIBIT A

                 For the purposes these assurances, the term "Applicant" and "Grantee" are
                 synonymous.      ASSURANCES - NON-CONSTRUCTION PROGRAMS                                ONIS Approval No. 0348-0040
       Note:    Certain of these assurances may not be applicable to your project or program. If you have questions,
                 please contact the awarding agency. Further, certain Federal awarding agencies may require applicants
                 to certify to additional assurances. If such is the case, you will be notified.
       As the duly authorized representative of the applicant I certify that the applicant:

       1.  Has the legal authority to apply for Federal                    (e) the Drug Abuse Office and Treatment Act of
           assistance, and the institutional, managerial and               1972 (P.L. 92-255), as amended, relating to
           financial capability (including funds sufficient to             nondiscrimination on the basis of drug abuse. (f)
           pay the non-Federal share of project costs) to                  the Comprehensive Alcohol Abuse and Alcoholism
           ensure proper planning, management and com-                     Prevention, Treatment and Rehabilitation Act of
           pletion of the project described in this application.           1970 (P.L. 91-616), as amended, relating to
       2.  Will give the awarding agency, the Comptroller                  nondiscrimination on the basis of alcohol abuse or
           General of the United States, and if appropriate,               alcoholism; (g) H 523 and 527 of the Public Health
           the State, through any authorized representative,               Service Act of 1912 (42 U.S.C. 290 dd-3 and 290 ee-
           access to and the right to examine all records,                 3), as amended, relating to confidentiality of
           books, papers, or documents related to the award;               alcohol and drug abuse patient records; (h) Title
           and will establish a proper accounting system in                VIII of the Civil Rights Act of 1968 (42 U.S.C. I
           accordance with generally accepted accountihg                   3601 et seq.), as amended, relating to non-
           standards or agency directives.                                 discrimination in the sale, rental or financing of
                                                                           housing; (i) any other nondiscrimination
       3.  Will establish safeguards to prohibit employees                 provisions in the specific statute(s) under which
           from using their positions for a purpose that                   application for Federal assistance is being made:
           constitutes or presents the appearance of personal              and (j) the requirements of any other
           or organizational conflict of interest, or dersonal             nondiscrimination statute(s) which may apply to
           gain.                                                           the application.
       4.  Will initiate and complete the work within the              7.  Will comply, or has already complied, with the
           applicable time frame after receipt of approval of              requirements of Titles 11 and III of the Uniform
           the awarding agency.                                            Relocation Assistance and Real Peoperty
       5.  Will comply with the Intergovernmental                          Acquisition Policies Act of 1970 (P.L. 91-646)
           Personnel Act of 1970 (42 U.S.C. H 4728-4763)                   which provide for fair and equitable treatment of
                                                                           persons displaced or whose property is acquired as
           relating to prescribed standards for merit systems              a result of Federal or federally assisted programs.
           for programs funded under one of the nineteen                   These requirements apply to all interests in real
           statutes or regulations specified in Appendix A of              property acquired for project purposes regardless
           OPM's Standards for a Merit System of Personnel                 of Federal participation in purchases.
           Administration (5 C.F.R. 900, Subpart F).
       6.  Will comply with all Federal statutes relating to           8.  Will comply with the provisions of the Hatch Act
           nondiscrimination. These include but are not                    (5 U.S.C. ï¿½ï¿½ 1501-1508 and 7324-7328) which limit
           limited to: (a) Title VI of the Civil Rights Act of             the political activities of employees whose
           1964 (P.L. 88-352) which prohibits discrimination               principal employment activities are funded in
           on the basis of race, color or national origin; (b)             whole or in part with Federal funds.
           Title IX of the Education Amendments of 1972, as            9.    Will comply, as applicable, with the provisions of
           amended (20 U.S.C. ï¿½ï¿½ 1681-1683, and 1685-1686),                  the Davis-Bacon Act (40 U.S.C. ï¿½ï¿½ 276a to 276a-
           which prohibits discrimination on the basis of sex;               7), the Copeland Act (40 U.S.C. ï¿½ 276c and 18
           (c) Section 504 of the Rehabilitation Act of 1973, as             U.S.C. H 474), and the Contract Work Hours and
           amended (29 U.S.C. ï¿½ 794), which prohibits dis-                   Safety Standards Act (40 U.S.C. ï¿½ï¿½ 327-333),
           crimination on the basis of handicaps; (d) the Age                regarding labor standards for federally assisted
           Discrimination Act of 1975, as amended (42                        construction subagreements.
           U.S.C.ï¿½ï¿½ 6101-6107), which prohibits discrim-
           ination on the basis of age;


                                                                                                           Standard rorrn 42.18  11881
                                                                                                       Prescribed by OMB Circuiar A-102
                                               Authori?ed for Local Reproduction








      10. Will comply, if applicable, with flood insurance         13. Will assist the awarding agency in assuring
         purchase requirements of Section 102(a) of the                compliance with Section 106 of the National
         Flood Disaster Protection Act of 1973 (P.L. 93-234)           Historic Preservation Act of 1966, as amended (16
         which requires recipients in a special flood hazard           U.ï¿½.C. 470), ECI 11593 (identification and
         area to participate in the program andto purchase             protection of historic properties), and the
         flood insurance if the total cost of insurable                Archaeological and Historic Preservation Act of
         construction and acquisition is $10,000 or more.              1974 (16 U.S.C. 469a-I et seq.).
      11. Will comply with environmental standards which           14. Will comply with P.L. 93-348 regarding the
         may be prescribed pursuant to the following: (a)              protection of human subjects involved in research,
         institution of environmental quality control                  development, and related activities supported by
         measures under the National Environmental                     this award of assistance.
         Policy Act of 1969 (P.L. 91-190) and Executive            15. Will comply with the Laboratory Animal Welfare
         Order (EO) 11514; (b) notification of violating               Act of 1966 (P.L. 89-544, as amended, 7 U.S.C.
         facilities pursuant to EO 11738; (c) protection of            2131 et seq.) pertaining to the care, handling, and
         wetlands pursuant to EO 11990; (d) evaluation of              treatment of warm blooded animals held for
         flood hazards in floodplains in accordance with EO            research, teaching, or other activities supported by
         11988; (e) assurance of project consistency with              this award of assistance.
         the approved State management program
         developed under the Coastal Zone Management               16. Will comply with the Lead-Based Paint Poisoning
         Act of 1972 (16 U.S.C. H 1451 et seq.); M                     Prevention Act (42 U.S.C. H 4801 et seq.) which
         conformity of Federal actions to State (Clear Air)            prohibits the use of lead based paint in
         Implementation Plans under Section 176(c) of the              construction or rehabilitation of residence
         Clear Air Act of 1955, as amended (42 U.S.C. ï¿½                structures.
         7401 et seq.); (g) protection of underground sources      17. Will cause to be.performed the required financial
         of drinking water under the Safe Drinking Water               and compliance audits in accordance with the
         Act of 1974, as amended, (P.L. 93-523); and (h)               Single Audi', Act of 1984.
         protection of endangered species under the
         Endangered Species Act of 1973, as amended, (P.L.         18. Will comply with all applicable requirements of all
         93-205).                                                      other Federal laws, executive orders, regulations
       12. Will comply with the Wild and Scenic Rivers Act             and policies governing this program.
         of 1968 (16 U.S.C. H 1271 et seq.) related to
         protecting components or potential components of
         the national wild and scenic rivers system.








         S!   TU RE OF AUTHORIZE g@@E RTIFYING FFICIAL             TITLE


            June A. Rodgers                                            Council President

         APPLICANT ORGANIZATION                                                     DATE SUBMITTED


            Norwood Borough
        5
              TU REOF



            June A





















                                                                                                       SF 4248 (4-88) Back











                                                     CZI:92.05PD


                                  EXHIBIT B


                                SCOPE OF WORK


                      NORWOOD BOROUGH: COASTAL ZONE
                          LAND UTILIZATION STUDY



   Work Oblectives

   A.  Land Utilization Study: Conduct a study of the potential land  uses
       of a currently underutilized portion of the Norwood Borough.
       Various uses for the land will be analyzed, considered and
       evaluated. Specific attention will be given to prospective land
       uses with regard to the their impacts in-terms of generation of
       non-point pollution.

   B.  Administration and Coordination: Provide appropriate
       administrative and coordination.activities as needed to complete
       this project. The GRANTEE will work closely with the DEPARTMENT.

   C.  Reporting: The GRANTEE, in conjunction with the DEPARTMENT, will
       prepare a project completion schedule as required in Work Element
       C.l. Submit draft and final report as required in C.2.

   Work Elements


   A.  Land Utilization Study

       1.  A planning consultant will be engaged to conduct the study,
           advise local officials, and assist them in the selection of a
           plan.

       2.  The Borough Engineer and Building inspector will be utilized to
           provide preliminary data gathering.

       3.  Various alternative land uses will be analyzed considered
           evaluated.

       4.  Specific attention will be given to prospective land uses with
           regard to the their impacts in terms of generation of non-point,
           pollution.

       5.  The consultant will also recommend specific methods by which
           the chosen plan may be implemented.

   B. Administration and Coordination:

       1. The GRANTEE will perform all routine administrative tasks
           necessary to prepare the study and to successfully manage the
           project.



                                    B - I








        2.  The GRANTEE will ensure that regular coordination takes place
            to assure that all appropriate parties are kept advised of
            progress being made on the project, and to ensure that the
            plan conforms with Coastal Zone Management policies and meets
            the terms of this GRANT. Coordination should be accomplished
            through the use of meetings, written correspondence, telephone
            calls, or other methods deemed appropriate.

        3.  Prepare and submit invoices and quarterly progress reports to
            the DEPARTMENT.


    C.  Reporting

        1.  The GRANTEE shall prepare and submit to the DEPARTMENT a
            project completion schedule which will be made a part of this
            GRANT. The schedule will be prepared upon the execution of
            this GRANT.

        2.  In addition to the submittal of meeting minutes and periodic
            related written correspondence, the GRANTEE shall submit a
            draft report 30 days prior to the expiration date of the
            GRANT and five copies of the final report (one original unbound
            copy, including maps and photographs as appropriate which can
            be used for reproduction, and four bound copies) to the
            DEPARTMENT by the expiration date of the GRANT.

            The final report will include general background information
            and a narrative description of the project effort.

            The cover or first page of the report will include the
            information shown on the sample title page. The sample title
            page is contained in the Grant Information Booklet which is
            referenced in the GRANT.






























                                    B   2





                                     EXHIBIT C                 CZ1:92.05PD

                               BUDGET INFORMATION


                        NORWOOD BOROUGH: COASTAL ZONE
                            LAND UTILIZATION STUDY



toiect Work Elements                                           Costs
0
  Land Utilization Study                                   $ 27,000.00
lAdministration, Coordination and Reporting                    3,000.00

     Total Grant Amount                                    $ 30,000.00


  ndina Source

     Federal Share/CZM                                     $ 20f000.00
     State Share                                                  0.00
     Local Share                                              10,000.00
     Other Shares                                                 0.00

     Total Grant Amount                                    $  30,000.00
1Aect Object Categories

     Salaries and Wages                                    $ 10,000.00
     Fringe                                                       0.00
     Overhead                                                     0.00
     Travel                                                       0.00
     Materials/Supplies                                           0.00
     Consultant                                               20,000.00

     Total Grant Amount                                    $ 30,000.00






                                                             EXHIBIT D

               For the purpose of    the  clause, the terms "Contractor" and "Grantee" are
               svnonvmous.




                                                NONDISCRIMINATION CLAUSE

                  During the term of this contract, Contractor agrees as follows:
                  1.  Contractor shall not discrimina te against any employe, applicant for employment, indepen-
               dent contractor, or any other person because of race, color, religious creed, ancestry, national origin,
               age, or sex. Contractor shall take affirmative action to insure that applicants are employed, and that
               employes or agents are treated during employment, without regard to their race, color, religious
               creed, handicap, ancestry, national origin, age, or sex. Such affirmative action shall include, but is
               not limited to: employment, upgrading, demotion or transfer, recruitment or recruitment advertising;
               layoff or termination: rates of pay or other forms of compensation; and selection for training. Con-
               tractor shall post in conspicuous places, available to employes, agents, applicants for employment, and
               other oersons, a notice to be provided by -the contracting agency setting forth the provisions of this
               nondiscrimination clause.
                  2.   Contractor shall, in advertisements or requests for employment placed by it or on its behalf,
               state that all qualified applicants will receive consideration for employment without regard to race.
               color, religious creed, handicap, ancestry, national origin, age, or sex.
                  3.   Contractor shall send each labor union or workers' representative with which it has a collec-
               tive bargaining agreement or other contract or understanding, a notice advising said labor union or
               workers' representative of its commitment to this nondiscrimination clause. Similar notice shall be sent
               to every other source of recruitment regularly utilized by Contractor.
                  4.    It shall be no defense to a finding of'noncomp,iance with this nondiscrimination clause that
               Contractor had delegated some of its employment practices to any union, training program, or other
               source of recruitment which prevents it from meeting its obligations. However, if the evidence indicates
               that the Contractor was not on notice of the third-party discrimination or made a good faith effort to
               correct it, such factor shall be considered in mitigation in determining appropriate sanctions.
                   5.   Where the practices of a union or any training program or other source of recruitment will
               result in the exclusion of minority group persons, so that Contractor will be unable to meet its obliga-
               tions under this nondiscrimination clause, Contractor shall then employ and fill vacancies through
               other nondiscriminatory employment procedures.
                   6.   Contractor shall comply with all state and federal laws prohibiting discrimination in hiring or
               employment opportunities.     In the event of Contractor's noncompliance with the nondiscrimination
               clause of this contract or with any such laws, this contract may be terminated or suspended, in whole
               or in part, and Contractor may be declared temporarily ineligible for further Commonwealth contracts,
               and other sanctions may be imposed and remedies invoked.

                   7.   Contractor shall furnish all necessary employment documents and records to, and permit
               access to its books, records, and accounts by the contracting agency for purposes of investigation to        -
               ascertain compliance with the provisions of this clause. If Contractor does not possess documents or
               records reflecting the necessary information requested, it shall furnish such information on reporting
               forms supplied by the contracting agency.                                                                    0
                   S.   Coniractor shall actively recruit minority,and women subcontractors or subcontractors with          -
               substantial minority representation among their emplo'y'- es.
                    9.   Contractor shall include the provisions of this nondiscrimination clause in every subcontract,
               so that such provisions will be binding upon each Subcontractor.
                   10.   Contractor obligations under this clause are limited to the Contractor's facilities within Penn.
               sylvania or, where the contract is for purchase of goods manufactured outside of Pennsylvania, the
               facilities at which such goods are actually produced.





                                                                          EIGHBIT E

                   For the purpose of the provisions, the tenns "Contractor" and "Grantee" are
                   svnonymous.                        CONTRACTOR INTEGRITY PROVISIONS

                   1. Definitions.

                      a. Confidential information means information that is not public knowledge, or available to the public on request.
                   disclosure of which would give an unfair, unethical, or illegal advantage to another desiring to contract with the Com-
                   monwealth.

                      @ b. Consent means written permission signed by a duty authorized officer or employe of the Commonwealth. provided
                   that where the material facts have been disclosed, in writing, by prequalification, bid, proposal. or contractual terms, the
                   Commonwealth shall be deemed to have consented by virtue of execution of this agreement.

                      c. Contractor means the individual or entity that has entered into this agreement with the Commonwealth, in-
                   cluding directors, officers, partners, managers, key employes, and owners of more than a five percent interest.

                       d. Financial Interest means:
                           (1) Ownership of more than a five percent interest in any business: or
                           (2) holding a position as an officer, director, trustee, partner, employe, or the like, or holding any position
                   of management.

                       a. Gratuity means any payment of more than nominal monetary value in the form of cash, travel, entertainment,
                   gifts, meals, lodging. loans. subscriptions. advances. deposits of money, services. employment, or contracts of any kind.

                   2.  The contractor shall maintain the highest standards of integrity in the performance of this agreement and shall take
                   no action in violation of state or federal laws. regulations, or other requirements that govern contracting with the Com-
                   monwealth.

                   3. The contractors   hall not disclose to others any confidential information gained by virtue of this agreement.

                   4. The contractor shall not, in connection with this or any other agreement with the Commonwealth, directly or indi-
                   relly, lf,r, confer, or agree to confer any pecuniary benefit on anyone a consideration for th,,I,,cisi,, opinion, r,,,
                   ornmendation, vote, other exercise of discretion, or violation of a known legal duty by any officer or employe of the Com-
                   monwealth.


                   1, The contractor sh,11 not, in connection with this or any other agreement with the Commonwealth, directly or indi-
                   rectly, offer, give, or agree or promise to give to anyone any gratuity for the benefit of or at the direction or request of
                   any officer or employe of the Commonwealth.

                   6. Exceplwilh the consent of the Commonwealth, neither the contractor nor anyone in privily with him or her shall accept
                   or agree to accept from, or give or agreetogiveto, anyperson, any gratuity from any person in connection with the per-
                   formance of work under this agreement except as provided therein.

                   7. Except with the consent of the Commonwealth, the contractor shall not have a financial interest in any other con-
                   tractor, subcontractor. or supplier providing services. labor, or material on this project.

                   8. The contractor, upon being informed that any violation of these provisions has occurred or may occur, shall im-
                   mediately notify the Commonwealth in writing.

                   9. The contractor, by execution of this agreement and by the submission of any bills or invoices for payment pursuant
                   thereto, certifies and represents that he or she has not violated any of these provisions.

                   10. The contractor, upon the inquiry or request of the Inspector General of the Commonwealth or any of that official's
                   agents or representatives, shall provide, or it appropriate, make promptly available for inspection or copying, any infor-
               ï¿½   mation of any type or form deemed relevant by the Inspector General to the contractor's integrity or responsibility, as those
               ï¿½   terms are defined by the Commonwealth's statutes, regulations, or management directives. Such information may
                   include. but shall not be limited to, the contractor's business or financial records. documents or files of any type or form
               ï¿½   which refer to or concern this agreement. Such information shall be retained by the contractor for a period of three years
                   beyond the termination of the contract unless otherwise provided by law.

                   11. For violation of any of the above provisions, the Commonwealth may terminate this and any other agreement with
                   the contractor, claim liquidated damages in an amount equal to the value of anything received in breach of these pro-
                   visions, claim damages for all expenses incurred in obtaining another contractor to complete performance hereunder,
                   and debar and suspend the contractor from doing business with the Commonwealth. These rights and remedies are
                   cumulative, and the use or nonuse of any one shall not preclude the use of all or any other. These rights and remedies
                   are in addition to those the Commonwealth may have under law, statute. regulation, or otherwise.


                   Enclomm I to h4anagement Directive 215.8 Amended                                                                 Page 1 of I















                                        EXHIBIT    F
                                      OFFSET PROVISION
                 For the purpose of the provisions, the term "Contractor" and Grantee"
                 are synonymous.
                 The Contractor agrees that the Commonwealth may set off the
            amount of any state tax liability or other debt of the Contractor
            or its subsidiaries that is owed to the Commonwealth and not being
            contested on appeal against any payments due the Contractor under
            this or any other contract with the Commonwealth.





                                                                        EXHIBIT G
                  For the purpbse bf the provisions, the terms "Contractor" and "Grantee" are
                  synonymous.

                                             CONTRACTOR RESPONSIBILITY PROVISIONS




                      1. Contractor certifies that it is not currently under suspension or debarment by the Commonwealth,
                  any other state. or the federal government.

                      2. If contractor enters into any subcontracts under this contract with subcontractors who are cur-
                  rently suspended or debarred by the Commonwealth or federal government or who become suspended
                  or debarred by the Commonwealth or federal government during the term of this contract or any extensions
                  or renewals thereof, the Commonwealth shall have the right to require the contractor to terminate such
                  subcontracts.


                      3. The contractor agrees that it shall be responsible for reimbursing the Commonwealth for all
                  necessary and reasonable costs and expenses incurred by the Office of the Inspector General relating
                  to an investigatlon of the contracto'r's compliance with the terms of this or any other agreement between
                  the contractor and the Commonwealth which results in the suspension or debarment of the contractor.












































                  Enclosure I to Management Directive n5al                                                               Page I of 1





                                                         E)GIIBIT H
                   For the purposes of these requirements, the terms "Agreement" and "Grant"
                   are synonymous and the terms "Contractor" and "Grantee" are synonvmous.




                   REVISED 1/91

                                     DEPARTMENT OF ENVIRONMENTAL RESOURCES -

                                                  FEDERAL REQUIREMENTS


                                 If this Agreement is funded in whole or in part with funds from the Federal
                   Government, or by non-Federal funds used to match a Federal grant, the following
                   provisions apply:

                         1.      All work under this Agreement shall be performed in accordance with
                                 applicable statutes, rules and regulations of the Federal government. All
                                 applicable Federal statutes and provisions of the Code of Federal Regulations
                                 in ef feet on the date of execution of -this Agreement are an integral part of
                                 this Agreement.

                                 All applicable contract provisions specified by the Federal Government in
                                 Attachment 110" of OMB Circular A-102, Section 14, entitled "Contract
                                 Provisions" are an integral part of this Agreement.

                         3.      If this Agreement is funded in whole or in part by a grant from the United
                                 States Environmental Protection Agency, all applicable provisions of Title 40,
                                 Parts 33 and 35 (Subpart 0), of the Code of Federal kegulations in effect on
                                 the date of the Assistance Award for this project, are an integral part of this
                                 Agreement. Included within such provisions are the applicable model
                                 subagreement clauses set forth at 40 CFR S33.1030, the terms and conditions
                                 of which supersede any conflicting provisions of this Agreement. Further,
                                 Contractor shall comply with the provisions pertaining, to conflict of interest
                                 set forth at 40 CFR 535.6550(b)(2)(ii).

                          4.     If the principal purpose of this Agreement is to create, develop, or improve
                                 products, processes, or methods; or to explore fields which directly concern
                                 public health, safety, or welfare; or the Agreement is in a field of science or
                                 technology in which there has been little significant experience outside of
                                 work funded by Federal assistance, matters regarding rights to inventions,
                                 and materials generated under the Agreement, are subject to regulations
                                 issued by the Federal Grantor Agency and the Department. Further this
                                 Agreement is subject to Federal Grantor Agency requirements and
                                 regulations pertaining to reporting and patent rights if the Agreement
                                 involves research, developmental, experimental or demonstration work with
                                 respect to any discovery or invention which arises or is developed in the
                                 course of or under this Agreement, as well as Federal Grantor Agency
                                 requirements and regulations pertaining to copyrights and rights in data.

                          5.     If this Agreement exceeds $10,000, the Contractor must comply with U.S.
                                 Executive Order 11246, entitled "Equal Employment Opportunity," as
                                 amended by U.S. Executive Order 11375, and as supplemented in U.S.
                                 Department of Labor Regulations (Title 41, Chapter 60 of the Code of
                                 Federal Regulations).










                       6.      Audit Requirements

                               The Department of Environmental Resources provides Federal financial
                               assistance to a variety of entities which are or are not subject to the
                               provisions of the Single Audit Act of 1984 (31 U.S.C. 7501 et sea.) as
                               promulgated by Off Ice of Management and Budget (OMB) Circular A-128
                               "Audits of State and Local Governmental Units", and OMB Circular A-133
                               "Audits of Institutions of Higher Education and Other Nonprofit Institutions."
                               If Contractor receives Federal financial assistance of $100,000 or more
                               during its f Iscai year, either directly from the Federal government or
                               indirectly from a recipient of Federal funds, OMB Circulars A-128 and A-133
                               require that Contractor shall have an audit made in accordance with the
                               provisions of the respective circular.

                               If Contractor is a nonprofit institution and receives $100,000 or more during
                               a f Lseal period but receives awards under only one program, Contractor may
                               elect to have an organization-wide audit made in accordance with OMB
                               Circular A-133 or have an audit made of the one program.

                               If Contractor receives at least $25,000 but less than $100,000 of Federal
                               f Inancial. assistance during its f Iscal. year, Contractor may elect to have a
                               single audit made in accordance with OMB Circular A-128 or an
                               organization-wide audit made in accordance with OMB Circular A-133, as
                               appropriate, or have an audit made in accordance with the audit requirements
                               of the laws and regulations governing the program(s) in which it participates.

                               If Contractor receives less than $25,000 of Federal financial assistance
                               during its f Iscal year, Contractor is exempt from these audit requirements,
                               but is required to maintain records of Federal financial assistance and to
                               provide access to such records by Federal and State agencies or their
                               designees.

                               If Contractor is a nonprofit institution who is not subject to the provisions of
                               OMB Circular A-133, or is a for-prof It organization, Contractor shall be
                               subject to the audit requirements of the laws and regulations governing the
                               programs in which it participates.

                               Period Subiect to Audit

                               A single audit or organization-wide audit made in accordance with OMB
                               Circular A-128 or OMB Circular A-133, respectively, shall encompass the
                               f Iscal period of the Contractor. Audits made on a program-by-program basis
                               gha I I cover the period as specif led In the applicable laws and regulations.

                               Submission of Audit Reports to the Commonwealth

                               If a single audit or organization-wide audit Is made in accordance with the
                               provisions of OMB Circular A-128 or OMB Circular A-133, Contractor must
                               submit the audit report within 30 days after completion of the audit, but the
                               audit shall be completed and the report submitted not later than 13 months
                               after the end of the Contractor's f Iscal year. For audits made on a
                               program-by-program basis, Contractor shad have an audit made and the
                               report submitted in accordance with the applicable laws and regulations.
                               Contractor ghs" submit five (5) copies of the audit report to the Office of
                               the Budget, Single Audit Coordinator,, at:











                                     Commonwealth of PennsylvaniaJOffice of the Budget
                                     Comptroller Operations/ Bureau of Audits
                                     Wagner Building/931 North Seventh Street
                                     Harrisburg, PA 17120

                               After processing of the report by Comptroller Operations, a copy of the audit
                               report will be sent to the Department.

                               Technical assistance with respect to the OMB A-128 or OMB A-133 entities
                               will be provided by the Single Audit Coordinator in the Comptroller Off Ice as
                               f ollows:


                         Entities Subiect To            OMB A-133 Entities             Comptroller Office
                             OMB A-128               Reetivinx Fundinz From:

                     All Sewer, Water,             Departments of Agriculture     Public Protection.and
                     Recreation and Solid Waste     and Environmental                Recreation Compt.
                     Authorities (and related       Resources                     901 North Seventh St.
                     governmental agencies)                                       Second Floor, Pitnick
                                                                                     Building
                                                                                  Harrisburg, PA 17120
                                                                                  (717) 772-7018

                     Other categories of
                     Authorities (and related
                     governmental agencies) not
                     assigned to other
                     Comptroller off Ices
                     All other governmentid
                     organizations and agencies
                     not assigned to other
                     Comptroller off Ices

                                 General Audit Provisions

                                 Contractor is responsible for obtaining the necessary audit and shall secure
                                 the services of a public accountant, certified public accountant, or other
                                 Independent governmental auditor. Federal regulations preclude public
                                 accountants licensed In the Commonwealth of Pennsylvania from performing
                                 audits of Federal financial assistance. However, public accountants licensed
                                 with the State Board of Accountancy may perform audits of 100 percent
                                 State funded programs.

                                 Contractor shall prepare a Corrective Action Plan to address all material
                                 findings of noncompliance or internal control weaknesses disclosed in the
                                 audit report. For each f Inding noted, the Corrective Action Plan should
                                 Include: M a description of the finding; (2) the specif le steps to be taken to
                                 correct the situation or specific reasons why corrective action is not
                                 necessar_r, (3) a timetable for performance of the corrective action steps; and
                                 (4) a description of monitoring to be performed to ensure that the steps are
                                 taken. The Corrective Action Plan must be submitted together with the
                                 audit report, in accordance with the procedures stated above.











                                The Commonwealth reserves the right for Federal and State agencies or their
                                authorized representatives to perform additional audits of a financial or
                                performance nature, if deemed necessary by the Commonwealth or Federal
                                Agencies. Any such additional audit work will re1y on work already
                                performed by the Contractor's auditor, and the cost for any additional work
                                performed by the Federal or State agencies will be done by those agencies at
                                no additional expense to Contractor.

                                Audit working papers and audit reports shall be retained by the Contractor's
                                auditor for a minimum of three (3) years from the date of the audit report,
                                unless the Contractor's auditor is notified in writing by the Commonwealth or
                                the cognizant Federal agency to extend the retention period. Audit working
                                papers shall be made available upon request to authorized representatives of
                                the Commonwealth, the cognizant Federal agency or the General Accounting
                                Off Ice.

                         7.     If this Agreement exceeds $100,000, Contractor shall comply with all
                                applicable standards, orders and requirements issued under Section 306 of
                                the Clean Air Act (42 USC 7606), Section 508 of the Federal Water Pollution
                                Control Act (33 USC 1368), Section 1424(e) of the Safe Drinking Water Act
                                (42 USC 300h-3(e)), U.S. Executive Order 11738, and U.S. Environmental
                                Protection Agency regulations (40 CFR, Part 15), which prohibit the use
                                under non-exempt Federal contracts, grants or loans of facilities included on
                                the EPA List of Violating Facilities. Violatiors must be reported to the
                                Department and to the EPA Assistant Administrator for Enforcement.

                         8.     Contractor shall comply with mandatory standards and policies relating to
                                energy efficiency which are contained in the Comprehensive Energy Plan for
                                the Commonwealth Issued under 4 Pa. Code S5.183, in compliance with the
                                U.S. Energy Policy and Conservation Act (Pub.L. 94-163)

                         9.     if this Agreement is (1) a construction contract in excess of $2,000, or (2) any
                                contract in excess of $2,500 which involves the employment of mechanics or
                                laborers, the Contractor shall comply with Sections 103 and 107 of the
                                Contract Work Hours and Safety Standards Act (40 USC 327-333), as
                                supplemented by Department of Labor regulations (29 CFR, Part 5).

                          10.   If this Agreement is for construction or repair, the Contractor shall comply
                                with the Copeland "Anti-Kick-Back" Act (18 USC 874), as supplemented in
                                Department of Labor regulations (29 CFR, Part 3).
 

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                                                                              CZ1:92.05PD

                                            AMENDMENT NO. 1
				FOR THE NORWOOD BOROUGH:  COASTAL ZONE LAND UTILIZATION
                        STUDY

	This Amendment made the 27th day of September, 1993 by and between
	the Commonwealth of Pennsylvania, acting through the Department of
	Environmental Resources, party of the first part, hereinafter called the
	"DEPARTMENT" and

							NORWOOD BOROUGH
							  P.O. BOX 65
						    10 W. CLEVELAND AVE.
							NORWOOD, PA    19074

	party of the second part, hereinafter called the "GRANTEE",
	WITNESSETH THAT:

	WHEREAS, the DEPARTMENT has determined it necessary to extend the
	completion date of the AGREEMENT from September 30, 1993 to December 31,
	1993, to provide additional time to complete the SCOPE OF WORK contained
	int the AGREEMENT; and

	WHEREAS, the DEPARTMENT has determined that no additional funding is
	needed in connection with the completion of this project; and

	WHEREAS, the Office of Ocean and Coastal Resource Management (OCRM) has
	authorized a time extension for this project which is part of the
	federal Coastal Zone Management Program grant award to Pennsylvania.

	NOW, THEREFORE, in consideration of the foregoing and of the mutual
	promises hereinafter expressed and intending to be legally bound hereby,
	the parties AGREE AS FOLLOWS;

	1.  Section II A.1 shall be amended to read:

	    1.  Payments will be made for the work accomplished in accordance with
		  the SCOPE OF WORK during the period up to and including
		  December 31, 1993 or to the completion of work, whichever
		  occurs first.

	    2.  GRANTEE shall comply with the Provisions Concerning The Americans
		  With Disabilities Act, attached hereto as Exhibit "A".

	All other terms and conditions not affected by this Amendment shall remain
	in full force and effect.



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                                           EXHIBIT "A"
                      PROVISIONS CONCERNING THE AMERICANS WITH DISABILITES ACT
               During the term of this contract, the Contractor agress as
               follows:
                                    
               1.     Pursuant to federal regulations promulgated under the
                      authority Of The American with Disabilities Act, 28 C.F.R.
                      35.101 et seq., the Contractor understands and agrees that 
                      no individual with a disability shall, on the basis of the
                      disability, be excluded from participation in this contract
                      or from activities provided for under this contract. As a
                      condition of accepting and executing this contract, the
                      Contractor agrees to comply with the "General Prohibitions
                      Against Discrimination, "28 C.F.F. 35.150, and all other
                      regulations promulgated under Title II of The Americans with
                      Disabilities Act which are applicable to the benefits,
                      services, programs, and activities Provided by the 
                      Commonwealth of Pennsylvania through contracts with outside
                      contractors.
                                                                     
                2.    The Contractor shall be responsible for and agrees to
                      indemnify and hold harmless the Commonwealth of Pennsylvania
                      from all losses, damages, expenses, claims, demands, suits,
                      and actions brought by any party against the Contractor's failure to
                      comply  with the provisions of paragraph 1. above.
                      



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