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


                                  NH WORK TASK 89-5.2.2











                                 TOWN OF STRATHAM


                       WATER RESOURCES MANAGEMENT
                                AND PROTECTION PLAN



                                               1990







                       Supplement to the Stratham Master Plan




                                           Prepared for
                                   The Stratham Planning Board

                                           Prepared by
                              The Rockingham Planning Commission




       HD
       1694
        N4
       W387
       1990
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                                     WATER RESOURCE MM4AGEMENT
                                         AM PROTECTION PLAN


                                               for the


                                     Town of Stratham Master Plan


                                           Prepared for the
                                       STRATHAM PLANNING BOA"






                                                by the

                                   ROCKINGHAM PLANNING COMMISSION


                                              June, 1990


                                                              U . S . DEPARTMENT OF COMMERCE NOAA
                                                              COASTAL SERVICES CENTER
                                                              2234 SOUTH HOBSON AVENUE
                                                              CHARLESTON , SC 29405-2413




     e,   The New Hampshire Coastal Program provided   a grant for the preparation of this
     C"-  document which was financed in part by the   Coastal Zone Management Act of 1972,
          as amended, administered by the Office of Ocean and Coastal Resources Management,
          National Oceanic and Atmospheric Ad-inistration-


    INN




                                                              Property of CSC Librazy
                                                                                          J










                                               TABLE OF CONTENTS



                                                                                            Page


         INTRODUCTION   ........................................................              1


         I.    SURFACE WATER RESOURCES      ........................................          2


         II.   GROUNDWATER RESOURCES     ..........................................         11


         III.  POTENTIAL THREATS TO WATER RESOURCES        ...........................      17


         IV.   GROWTH IN DEMAND FOR WATER      .....................................        26
         V.    INFRASTRUCTURE    ...................................................        28
         VI.   EXISTING PROGRAMS AND POLICIES       .................................       31


         VII.  ANALYSIS   .......................................................           34


         VIII*RECOMMENDATIONS*,***,*,**,*,**,*,****,*******,****,**,,**             ......  39





                                            LIST OF TABLES AND MAPS



         Table 1     Unnamed Perennial Streams      .................................         7


         Table 2     Acreage of Wetlands and Floodplain Areas        ..................       8

         Table 3     Nonpoint Pollution Sources and Remedies        ................        18

         Table 4     Groundwater Discharge Permit Holders       ....................        24

         Table 5     Projected Water Demandooo      ................   -oo .............    27

         Map A       Regional Watersheds     .......................................          3

         Map B       Watersheds and Perennial Water Bodies       ............  o...  o....    4

         Map  C      Wetland Soils   .......... o ....................    o-   ..........     9

         Map  D      Flood Hazards and Bedrock Geology-o        ...... o ....o ...........  10

         Map  E      Aquifers  .....o ...... o-o-     ... o ........ 0 ....0.......  0 .... 13

         Map         Aquifers and Wells   ........  o...... o  ........... o............    14

         Map  G      Potential Pollution Sources      ...............................       21

         Map  H      Principal Point Pollution Sources to the Squamscott
                     River and Great Bay-     ..........  o .... o .....................    25

         Map  I      Soils Suitability for Septic Systems        ....o ............. o  ... 30














                                             APPENDICES



                                                                                Page

        APPENDIX I      Summary of Well Completion Report Data
                        for the Town of Stratham  .............................   45


        APPENDIX II     Public Water Systems Inventory  .......................   54

        APPENDIX III    Inventory of Underground Storage Tanks   ...............  56

        APPENDIX IV     Zoning Map and Aquifer Locations  .....................   57

        APPENDIX V      Future Land Use Map and Aquifer Locations   ............  58









                            WATER RESOURCE MANAGEMENT AND PROTECTION



                                          INTRODUCTION



        This component of the Town of Stratham Master Plan addresses the requirements,
        established by the New Hampshire Office of State Planning under the authority
        of RSA 4-C:.20,I, for the preparation of local water resource management and
        protection plans.

        The purposes of this chapter are to identify and describe surface and groundwater
        resources; to identify existing and potential threats to these resources; to
        evaluate the adequacy of water resources to meet the current and future needs
        of the Town; to evaluate existing local programs which have the potential to
        impact water resources; and to identify regulatory and nonregulatory programs
        that could further enhance water resource management and protection efforts.

        The protection and wise use of water resources are of critical concern to the
        Town of Stratham.    With virtually every person in Town dependent on private
        wells ' for domestic, public, and business use, the quantity and quality of
        Stratham's groundwater must be protected from depletion and/or contamination.
        Other Town water resources, such as rivers, streams, and wetlands, are important
        not only because they are often hydrologically related to groundwater, but
        because they provide ecological, scenic and recreational value to the Town as
        a whole.


        In general, there is a direct relationship between land use and water quality.
        Uses in areas with poor suitability can degrade and contaminate both surface
        and groundwater, increase flood hazards, destroy water-based wildlife and inter-
        fere with scenic and recreational values.   It is the responsibility of the Town
        to take reasonable precautions to protect all water resources from incompatible
        uses and, in so doing, protect the health and general welfare of the community.










         1.    SURFACE WATER RESOURCES


         Watersheds


         The Town of Stratham has approximately 330 acres of surface water, which is
         equivalent to 3.3 percent of its total acreage. As depicted in Map A - "Regional
         Watersheds", the Town contains portions of three regional watersheds - the
         drainage areas for the Squamscott River, Great Bay, and the New Hampshire Coast.
         This information was taken from the "Regional Watersheds Map" developed by the
         Rockingham Planning Commission in February 1989.        The sources used for this
         map were 7.5 minute topographic maps, covering Rockingham County, published
         by the U.S. Geological Survey between 1973 and 1981.       The following paragraphs
         provide a general description of each regional watershed.

         a.    Squamscott River watershed:    The Squamscott River has a total length of
               about 6.2 miles.   The River is tidal and is primarily f ed by the Exeter
               River.   The Squamscott River watershed covers portions of four towns -
               Exeter, Newfields, Newmarket, and Stratham. The total area is approximately
               12,019 acres (18.8 square miles).       The area of the watershed contained
               within Stratham is about 5,730 acres (8-9 sq. mi.).

         b.    Great Bay watershed: The Great Bay estuarine system, covering approximate]     ,y
               17 sq. mi. is one of the largest estuaries along the east coast of the
               United States.   This system is formed by the convergence of seven rivers:
               the Salmon Falls, Cocheco, Bellamy, Oyster, Lamprey, Squamscott, and
               Winnicut with a total watershed area of 930 square miles.

               In order to isolate a meaningful drainage area that was within the
               Rockingham Planning Region, the Great Bay watershed was delineated to cover
               portions of six towns - Greenland, Hampton, Newington, North Hampton,
               Portsmouth, and Stratham (as shown on Map A).          The watershed area is
               approximately 74,930 acres (117 sq. mi.).     The land area of the Great Bay
               water-shed contained within Stratham is about 690 acres (1.1 sq. mi.).

         C.    Coastal watershed:    The receiving water bodies of the Coastal -Watershed
               are the Piscataqua River and the Atlantic Ocean.         The Piscataqua River
               originates in Rollinsford, NH and is fed by the Salmon Falls, Cocheco,
               and Bellamy Rivers.    The Piscataqua River is tidal and flows along the
               shores of Newington, Portsmouth, and New Castle for about seven miles before
               emptying into the Atlantic Ocean.       New Hampshire's oceanfront shoreline
               is approximately 18 miles long.       The Coastal watershed covers portions
               of 11 towns within the region - Seabrook, Kensington, Hampton Falls,
               Hampton, Exeter, Stratham, North Hampton, Greenland, Rye, Portsmouth, and
               Newington.   The area of the Coastal wa'tershed is about 50,100 acres (78
               sq. mi.). The area of the watershed within Stratham is only about 90 acres
               (0.14 sq. mi.).

         Watersheds Within Municipal Boundaries

         The Great Bay and Squamscott River watersheds were each divided into two sub-
         watersheds within the Town:     Great Bay, Winnicut River, Squamscott River, and
         Dearborn Brook, respectively.    Sub-watersheds were not delineated for the Coastal
         watershed.     These drainage    areas are depicted on Map B - "Watersheds and
         Perennial Water Bodies" (source: Exeter, Hampton, Newmarket, and Portsmouth,
         N.H. Quadrangle; 7.5 minute topographic maps; U.S. Geological Survey, 1973).


                                                   2





                          REG I ONAL WATERSHEDS
                      Source: USGS 1:100000 DLG Files                                 Regional Tatersbeds
               Prepared by the Rockingham Planning Commission
                                   j U B e1990
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                                                         3











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            All of Stratham's water   bodies have a legislative classification of "B", except
            for Dearborn Brook which  has Class "A" waters (source: Legislative Classification
            of  Surface Waters map; N.H. Water Supply and Pollution Control Commission,
            1986).    Class "A" water has uniformly excellent quality and requires only
            disinfection in order to be used as a drinking water supply.         Class "B" water
            is of lower quality and requires more treatment in order to be potable.

            A description of each drainage area is presented below.

            a.    Squamscott River:   The tidal Squamscott River serves as Stratham's western
                  border.  It is also the Town's largest river, and is among the largest
                  of the Seacoast Region.    A unique feature of the Squamscott River is its
                  oxbow, a landform created by the meandering path of the River.         In 1880,
                  the Oxbow was cut through to create a sfraight channel for shipping
                  (source: The Exeter-Squamscott River of Many Uses; 0. Tardiff; printed
                  by CGC, Rye, N.H. ; 1986).    At that time, and during subsequent dredgings
                  of the River, the Oxbow was substantially filled with dredging spoils.
                  Today, a canoe-sized boat can travel the Oxbow, but only during high tide.

                  Within Stratham, the Squamscott River sub-watershed is 5,730 acres (9-0
                  sq.mi.).  The Squamscott River flows for 5.2 miles, from an elevation of
                  approximately 5 feet above mean sea level (MSL) to sea level, before
                  emptying into Great Bay. No dams are located along the River.

                  According to the New Hampshire Water Quality Report to Congress 305(b),
                  the Squamscott Rfver is the only perennial water body in Stratham that
                  does not meet its legislative classification for water quality of "B"
                  (source:   N.H. Department of Environmental Services, Water Supply and
                  Pollution Control Division; April 1988).     The report states that the water
                  quality problems of the Squamscott River are caused by the Exeter Wastewater
                  Treatment Facility. However, the treatment plant has recently been upgraded
                  (1989), which should mitigate its impact to the River.

                  Twelve perennial tributaries, which originate in Stratham and flow in a
                  westerly direction, flow into the Squamscott River (which is approximately
                  at sea level).   These perennial water bodies include:      Jewett Hill Brook,
                  Mill Brook, Parkman Brook, Wheelwright Creek, and eight unnamed streams
                  (coded as Sl to S9 on Map B and Table 1).         Of these streams, only Mill
                  Brook and stream "S-5" have dams (as depicted on Map B).

                  1)   Jewett Hill  Brook:   Jewett Hill Brook originates just south of Jewett
                       Hill at 150  feet above MSL and has a total length of 2.2 miles.

                  2)   Mill Brook:   Starting at High Street, Mill Brook is at an elevation
                       of 130 feet, and flows for 3.6 miles to the Squamscott River.

                  3)   Parkman Brook:     Parkman Brook originates between Bunker Hill Road
                       and Stratham Heights Road, at 90 feet above MSL-          The Brook flows
                       for 2.2 miles to the Exeter town line, and ultimately converges with
                       Wheelwright Creek at 15 feet above MSL.

                  4)   Wheelwright Creek:     Wheelwright Creek marks the southwestern border
                       of Stratham.   Within Stratham, the Creek is only 500 feet and is at
                       an elevation of 10 feet above MSL.





                                                       5








            Stratham's Squamscott River watershed also contains three naturally-
            occurring' ponds that are unnamed and relatively shallow (coded as S-Pl
            to S-P3 on Map B).        In addition, Stratham's Squamscott River watershed
            contains a man-made pond - Mill Pond.         Mill Pond has an elevation of 30
            feet, an area of 2.5 acres, and is located at the traffic circle where
            Routes 101 and 108 intersect.       Specific data for Stratham's unnamed ponds
            are as follows:


                  S-Pl:     Located just south of Jewett Hill, at an elevation of 150
                            feet, and with an area of 12 acres.

                  S-P2:     Located southwest of Stratham Hill, at 150 feet above MSL,
                            and has an area of 6 acres.


                  S-P3:     Also located next to Stratham Hill, this pond is 3 acres,
                            and is at an elevation of 150 feet.


      b.    Dearborn Brook: The Dearborn Brook sub-watershed is located in the southern
            part of Stratham.     Within Town, the watershed covers about 570 acres (0-9
            sq. mi.).   Dearborn Brook starts at 90 feet above MSL and flows westerly
            for 2,500 feet, and drops 35 feet in elevation, before crossing into
            Exeter.   A dam is located 1.3 miles downstream in Exeter, thereby forming
            the Exeter Reservoir. The Town of Exeter uses the reservoir as an auxiliary
            water supply during periods of high demand.

      C.    Great Bay:    The northern tip of Stratham contains the southwestern edge
            of Great Bay.     The Town has approximately 3,000 feet of shoreline along
            the Bay.    The total water surface of Great Bay covers 5,696 acres (8-9
            sq. mi.) at mean high water and 2,688 acres (4.2       sq. mi.) at mean low water
            (source:   Great Bay National Estuarine Research Management Plan - Draft,
            N.H. Office of State Planning, January, 1989).          Approximately 50% of the
            aerial surface of Great Bay is exposed as mudflat      at low tide.

            The area of Stratham that drains into Great Bay is located in the north-
            eastern part of Town, and has an area of 690 acres (1.1 sq.mi.).                  Two
            streams drain this area: 1) Brackett Brook - which is not dammed and flows
            for 300 feet into Greenland at an elevation of 95 to 90 feet above MSL;
            and 2) Foss Brook - which flows freely for 1,000 feet, from an elevation
            of 80 to 70 feet, into Greenland.

     d.     Winnicut River: Within Stratham, the Winnicut River sub-watershed is 2,070
            acres (3.3 sq. mi.).      As is true for the Squamscott River, the Winnicut
            River is one of the seven major rivers that empty into Great Bay.                 The
            Winnicut River originates at the southern tip of Stratham (at about 70
            feet above MSL) and flows for only 100 feet before entering North Hampton.
            After flowing through North Hampton and Hampton, for a total distance of
            about 3.5 miles, the     River flows back into Stratham for 0.8 miles.            The
            .River then flows out    of Town (at 35 feet above MSL) and back into North
            Hampton, Greenland and finally Great Bay. A nine-foot dam is located along
            the Winnicut River in    Stratham to form the Winnicut Mills Pond (as depicted
            on Map B).

            The@Winnicut Rive'r is   fed by seven free-flowing perennial tributaries which
            originate in Stratham and flow in an easterly direction:            Thompson Brook,
            Willow Brook, Winniconic Brook,        Marsh Brook, and three unnamed streams
            (coded as W-1, W-2, and W-3 on Map    B and Table 1).

                                                   6









               1    Thompson Brook:    Starting at Lovell Road, Thompson Brook is at 160
                    feet above MSL.    The Brook flows for about 3,000 feet and drops 70
                    feet before entering Greenland.     The Brook reappears in Stratham for
                    another 600 feet until it converges with Willow Brook at the Greenland
                    town line.


               2)   Willow Brook:   Willow Brook originates at Willow Brook Avenue at 90
                    feet above MSL, and flows for 3,500 feet to Thompson Brook at an
                    elevation of 30 feet.


               3)   Winniconic Brook:        Within Stratham, the Winniconic Brook is
                    approximately 2,000 feet long.      The Brook drops from 35 feet to 30
                    feet above MSL at the Greenland border.

               4)   Marsh Brook:    Marsh Brook begins at Barker Road and flows for 4,000
                    feet, from an elevation of 60 feet, to the Greenland town line at
                    35 feet above MSL.


               Stratham's Winnicut River watershed also contains two man-made ponds:
               1) Winnicut Mills Pond (previously cited) - which has an area of about
               3 acres and is at an elevation of 35 feet; and 2) an unnamed pond (coded
               as W-Pl on Map B) - which covers about three acres and is at 75 feet above
               MSL.


                                                 Table I
                                       Unnamed Perennial Stre


                    Stream           Location       Length (ft.)          Elevation (ft.)

                    W-1                East            3,000                  70 to 35
                    w-2                East            3,750                  55 to 35
                    w-3                East            4,000                  75 to 35

                    S-1                S-West          1,500                  50 to 20
                    S-2                S-West          4,500                  60 to 10
                    s-3                S-West          4,500                  40 to 10
                    S-4                West            2,500                  40 to 10
                    S-5                West            4,500                  80 to 5
                    s-6                Central         5,000                  70 to 45
                    S-7                N-West          2,500                  15 to 5
                    s-8                N-West          2,750                  40 to 10
                    S-9                North           6,000                  150 to 50

                    Note:     "Length" is    the length    of the stream within Stratham.
                    "Elevation" is the stream's elevation, above mean        sea level, within
                    Stratham.


          e.   Coastal:    The Coastal sub-watershed is      located in the southern part of
               Town and, as stated earlier, covers         only 90 acres (0-14 sq.mi.).        No
               perennial streams within Stratham drain this area.

               Table 2 - "Acreage of Wetlands and Floodplain Areas" - presents a breakdown
               of the acreage of floodplain areas, and poorly drained and very poorly
               drained soils within Stratham's five sub-watersheds.         The areas f or muck



                                                    7










              and ponded soils, both of which are classified as very poorly drained soils,
              are also inventoried.


                                                 Table 2
                               Acreage of Wetlands and Floodplain Areas

        Regional Watersheds:          Squamscott                Winnicut                  Coastal

        Sub-Watersheds               Squamscott   Dearborn    Great Bay     Winnicut    Coastal

        Poorly Drained Soils               1,422      193        173         720          50

        Very Poorly Drained Soils            458      27         100         199          0

              Muck                           14         8         43           37         0
              Peat                           407      14          40         128          0
              Ponded                         17         0          0           34         0
              Other                          20         5         17            0         0


        Floodplain                           380      14           0         115          0


              Map C  - "Wetland Soils" - depicts the      locations of wetland areas throughout
              Stratham.     The soils information was acquired from the Complex Systems
              Research Center at the University of New Hampshire in February 1990.              The
              soils delineation is based on field work, conducted by the USDA Soil
              Conservation Service, completed in 1985.         Wetlands are defined as poorly
              and very poorly drained soils.        Much of these wetlands are contained in
              Stratham's 100-year flood zones, which are depicted in Map D - "Flood
              Hazards and Bedrock Geology." Flood hazard boundaries are those shown on
              the Town of Stratham "Flood Insurance Rate Map" (effective date: May 17,
              1989@, published by the Federal Emergency Management Agency (FEMA).                In
              general, the 100-year flood zone surrounds the Squamscott River and the
              major streams throughout Town.          Another large flood zone lies east of
              Rollins Hill in the southern part of Town.

              Development should be located away from wetlands and floodplains.                 The
              filling of and use of wetlands for building construction not only destroys
              wetlands and their benefits, but may also lead to groundwater
              contamination.    Building within a flood zone may also reduce the flood-
              plain's capacity to absorb and retain water during periods of excessive
              precipitation and runoff.          Moreover,    in regard to building within
              floodplains, contamination may result from flooding damage to septic
              systems.     Without specific flood-proofing design and construction,
              development within floodplains poses threats to public health, safety,
              and welfare.


              In accordance with N.H. Code of Administrative Rules (Wr 700), the Water
              Management Bureau (of the Water Resources Division, N.H. Department of
              Environmental Services (DES)) compiles data on all water users throughout
              t@he State that withdraw or discharge more than 20,000 gallons of water
              per day.    According to the Bureau, the Town of Stratham presently has no
              major users of surface water.





                                                      8



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                                                                      Scale in kiles
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                                                                          2/3              1 1/3                                                   Very     Poorly Drained
             Sources:            Complex Systems Research                       Center, UNK;                                                       Ponded --
                                 February 1990. Soils delineation based                                                                            Very Poorly Drained
                                 on field work, conducted by the USDA Soil
                                 Conservation Service, completed in 1985.
                                 P r e I i in i n a r y D a t a - S u b j e c t t o C h a D g e .                                                              Y        P       I
                                 Prepared by the Rockingham Planning                                                                               Drained
                                 Commission, May 1990.                                                   S R G






                                                                    Flood Hazards
                                                          and Bedrock Geology
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                                                                 Bedrock Boundaries

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                                                                                                                                                                     D GARTO            Ur


                                                          prepared by the Rockingham Planning Commission
                                                                                 June 19%


                                                                                  nce
                                                      Sources:      'Flood Insure Rate Map, T- of Stratharn
                                                                    Rockingham County, New Hampshire;
                                                                    Emergency Management Agency, May 1989.                                                             a     SpE
                                                                    Geological Map of New Hampshire: U.S        F-kra
                                                                    Geological Survey/State Geo", 1986.

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         Potential Surface Water Supplies

         The two largest fresh water bodies in Stratham, Mill Brook and the Winnicut
         River, have a legislative classification for water quality of "B" which means
         they would, require adequate treatment before being suitable for public
         consumption.    According to the 1988 New Hampshire Water Quality Report to
         Congress 305(b), Mill Brook and the Winnicut River are in compliance with the
         water quality standards set by their legislative classification.      However, due
         to their small flows, and costs for treatment, these water bodies are unsuitable
         as a public drinking water supply within Stratham.    For the foreseeable future,
         the most economical and practical source for a municipal water supply in Stratham
         would be from groundwater, which typically requires much less treatment,



         II. GROUNDWATER RESOURCES


         The term "aquifer" is herein defined as a geologic formation, or part of a
         formation, that is capable of yielding quantities of groundwater usable for
         municipal or private water supplies.

         Stratified Drift Aquifers

         Stratified drift aquifers are the most likely source of groundwater suitable
         for municipal water supplies.    Stratified drift was formed by glacial material
         that was transported and deposited during the melting of the glacier.            Its
         materials, ranging in size from sands to cobble gravels, were worked and reworked
         by flowing water and, as a result, are well sorted.     They are loose and coarse
         in texture.    These characteristics result in high porosity and hydraulic
         conductivity - allowing groundwater to flow through quite readily.        Stratified
         drift aquifers have potential to yield large volumes of water to a well and
         are therefore prime sources of water for municipalities and other large-volume
         users.


         The grounawater resources of Stratham have been investigated by two federal
         agencies:    the U.S. Army Corps of Engineers (USACE) and the U.S. Geological
         Survey (USGS).   Both of these agencies based their findings on the surficial
         geology of the Town. They assumed that areas in Town which contained stratified
         drift formations would yield the greatest amount of groundwater.

         The USACE classified southeastern Stratham as having an aquifer, which was
         defined as "an unconsolidated geologic formation containing a minimum of 20
         feet of saturated permeable material, which will yield significant quantities
         of water to wells for public usage.     Generally, this range is in the order of
         150 gpm. per well" (source: Groundwater Assess  ment Study for 50 Communities in
         Southeastern New Hampshire, USACE; September, 1980).

         Three years previous to the USACE report, the USCS also identified the same
         gener,al area of Town as having high potential to yield water.       Wells located
         .1 within these areas should yield sufficient quantities of water to meet or
         augment supplies for municipal and/or industrial purposes" (source: Availability
         of Groundwater in the Lower Merrimack River Basia, Southern New Hampshire, J.E.
         Cotton, USGS; 1977).                                                        '40

         In addition to the sources described above, the N.H. State Geologist Office
         has mapped the stratified drift formations of Stratham.      The surficial geology
         maps for the Exeter, Newmarket, and Portsmouth USCS quadrangles were finalized

                                                 11









        in 1987, 1988,    and 1989, respectively.     The stratified drift formations were
        identified as:    .. glacial and post-glacial water-laid deposits"; and "stratified
        glacial sand and  gravel".

        The latest and most reliable source of information concerning stratified drift
        aquifers is from the recent groundwater mapping program conducted by the USGS.
        The USGS has characterized Stratham as having     2three primary aquifer areas, each
        having a transmissivity of less than 500 feet /day.        Transmissivity is the rate
        at which water is transmitted through a unit width of aquifer under a unit of
        hydraulic gradient.     It is equal to the product of hydraulic conductivity and
        saturated thickness (source:     GroundWater Resources of the Lamprey River Basin,
        Southeastern-New Hampshire; J.E. Cotton;     U.S. Geological Survey, Water-Resources
        Investigations Report 84-4252; 1988).          Complete information regarding these
        aquifer areas will be published sometime     during 1990 as part of a water investi-
        gations report entitled: "Geohydrology       and Water Quality of Stratified Drift
        Aquifers in the Exeter, Lamprey, and         Oyster River Basins, Southeastern New
        Hampshire".     The primary recharge areas of the aquifers described above are
        shown in Map E - "Aquifers".

        As previously   described under surface waters, the N.H. Water Management Bureau
        compiles data   on all water uses which withdraw or discharge more than 20,000
        gallons per day.     According to the Bureau, the Town of Stratham presently has
        no major users of groundwater.

        According to the Water Resources Division of the N.H. Department of Environmental
        Services (DES), 348 (bedrock) wells were reported as being completed between
        March 1984 and February 1989.      The well log data is presented in the "Summary
        of Well Completion Report Data for the Town of Stratham", dated November 20,
        1989, and is contained herein as Appendix 1.

        Map F - "Aquifers and Wells" - depicts the locations of 87 of these wells, which
        were mapped by the Water Well Board of the N.H. DES (denoted by circles).             Of
        these, 38   are located within a stratified aquifer as identified by the USGS.
        However,   every well was drilled through the stratified drift and into the
        underlying bedrock.

        The only gravel-packed wells depicted in Map F are located in the southwest
        corner of Town.     This area contains a field of 8 dug wells, ranging from 17
        to 20 feet deep.       These wells were Exeter's original water supply (Skinner
        Springs), and have yielded as much as 200,000 gpd.          Pumping from the Skinner
        Spring wells has recently been reduced by Exeter due to an apparent bacterial
        problem, but they still serve as an auxiliary supply for the Town.              (Source:
        "Town-wide Water Supply Report; Stratham, New,, Hampshire"; Dubois & King, Inc.;
        January 1989.)

        Bedrock and Till Aquifers

        The N.H. Department of Resources and Economic Development, in cooperation with
        the USGS and the State Geologist Office, has mapped the surficial geology of
        Stratham.    This information is depicted in three maps (located at the State
        Geologist Office in Durham, N.H.) entitled: "Surficial Geology of the
        Portsmouth/Kittery Quadrangle, Rockingham County, N.H.", G.J. Larson, 1989;
        'Surficial Geologic Map of the Newmarket Quadrangle, Rockingham and Strafford
        Counties, New Hampshire", M. Delcore and C. Koteff; 1988; and "Surficial Geology
        of the Exeter Quadrangle, NH-MA", G.D. Gephart and J.P. Schafer, 1987.


                                                    12



                                                                                                                                                                                                                                                          M M41m M M



                                                 Map E
                                              Aquifers
                                     Stratified Drift Aquifers

                               U.S.G.S., TrammissivitY < 5W feet squared/day
                                                                                                                                                 X
                           i   U.S. Army Corp

                                                                                                                                                                                 it ROAV
                               J.E. Cotton,"U.S.G.S.
                                                                                                                                                 /00
                               New Hampshire State G-lO&t                                                                                                                                8ART
                     E                                                                                                                                                                                                 CAI           OCT IM &U
                           prepared by the Ro&jftham Planning Commission                                                                                                                                                00@
                                                     June 1990                                                                                                                                                         1
                                                                                                                                                                                                                       .@
                     Sources:       Surrig@ MePortsunssuth/                                                                                                                                                             1r4
                                                             47)@ and Newntorket(1998)
                                    =(Ii'ies; Rodingharn County, N.H.; New Hampshire                                                                                                         1404D         Ck  k"
                                    Rate Geologist Office
                                    *Gfoundwater Assessment Study for 50
                                    cognmunki in Southeastern N.H.",                                                                                                                                  6
                                               Is
                                    U.S.      Anny Corps of FAtRiMtM; 1980-
                                    IIA,anability of Groundwater in the Lower                                                               TURNBERRY
                                    Merrinnitell: Valley River Basin, Southeastern
                                                                                                                                               CONDO.
                                    N.H.', J.E. Cotton, U.S.G.S.; 1977.
                                    "Geohydrology and Water Quality of Stratified
                                    -Drift Aquifers In the Exeter, Lamprey
                                    Oyster River Basins, Southeastern N.H.",
                                    U.S.G.S.; 1990.                                                                                                      R                                                                           _15
                                                                                                                                                                                                                                                                                      OLUIE RIDGE CIRCLE
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                                               Map F
                             Aquifers and WeRs
                    T
                                            stratifled Drift Aquifer
                                            Private Wells                                                                                                     RAIL 40
                                            Public Wells.                                                                            BOSTON 8      AFAINE       47 49
                         FX-1               Exeter Well Field                                                                                                   SkD     52          w      2
                                                                                                                                                                        ART                        04
                          Prepared by the Roddnha- PMDuing COmn"a"on
                                                June 1990                                                                                         E203                                             4w 0
               Sources:    -GeohydraiM and Water QualitY Of Strsdfw64)rift A"I"'fers"'
                           the Exeter, Lamprey, am! OY$tei RJ- Blasia", S.Issbeakern N.H.",                                                                                46
                           U.S.G.S.; 1"0.                                                                                                                                                                       90
                                                                                                                                                                           ?E7
                                                                    Board, "Summary                                                                                        So
                           state of New Hampshire Water Resourfel
                           of Well Completion Report Dais f- the T- of Strathlurd",                                                                            17,                                          52
                           November 190119.                                                                                                                                                               M503
                           State of New Hampshire Water Supply Ealgineerift Bureau,          fittr f\1                                             18               1        4
                           supply & Pollution Control Division. Dept of Enviremental
                                                                                                                                TURNBERRY
                           Services: "Public Water System inventory", Juse 1988.                                                  CONDO.            16
                                                                                                                                                            010                                           t

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          The surficial geology maps contain information regarding the location and extent
          of glacial (stratified drift), swamp, and till deposits. Till contains material
          of many different grain sizes, which results in limited porosity, transmissivity,
          and hydraulic conductivity.    Given these qualities, till formations would not
          be suitable for municipal      supply wells.    Hence, these areas have not been
          delineated in this plan.

          The bedrock geology of Stratham was determined using the "Geologic Map of New
          Hampshire", V.S. Geological Survey/State Geologist (1986), prepared at a scale
          of one inch equals approximately four miles.     As previously stated, all of the
          87 wells depicted in Map F have been drilled into bedrock.        In addition, the
          fault lines of different formations are shown in Map D, "Flood Hazards and
          Bedrock Geology".

          Stratham has three general types of bedrock:

          1)   Eliot Formation (OZe):    gray to green phyllite, quartzite and quartz mica
               schist and well-bedded calc-silicate (metamorphic).

          2)   Kittery Formation (OZk):    phyllite and calcareous siltstone (metamorphic);
               and

          3)   Exeter Pluton (Oe9):    proxene and pyr oxene-hornb lend e diorite and gabbro,
               with minor granodioute and granite.

          Appendix I includes a list of well log data for Stratham.        Map F depicts the
          locations of 49 wells (mapped by the N.H. DES) that are located outside of the
          stratified drift aquifers previously identified. Each of these wells are drilled
          into bedrock at depths ranging from 60 to 655 feet.          Discharges from these
          wells ranged from 1 to 100 gallons per minute.       (It should be noted that, on
          the average, stratified drift aquifers yield larger volumes of groundwater than
          do bedrock aquifers.)

          Potential troundwater Supplies

          Groundwater is a very valuable resource for the Town of Stratham.        It has the
          potential to provide the Town with drinking water for many generations to come.
          However, the resource is vulnerable to contamination or depletion if not properly
          managed and protected.

          Groundwater quality can be impaired by a variety of materials. Sources of ground-
          water contaminants include landfills, commercial and industrial wastes, agricul-
          tural fertilizers, human sewage, road salting, etc.        Groundwater quantity is
          reduced by contamination of available grou      ndwater supplies, over-pumping in
          the aquifer zone, and increasing impervious surfaces such as roof tops and
          parking lots, thereby preventing recharge of the aquifer.         These threats to
          groundwater are discussed further herein (see Section III).

          During recent years there have been several reports published regarding the
          development of a water system in Stratham.        The most current, and detailed,
          study was performed by Dubois & King, Inc. dated January 1989 and titled Town-
          wide Wat,,er Supply Report, Stratham, New Hampshire.

          The Dubois & King report focused on three aquifer areas as being the most likely
          sources for a municipal water supply:



                                                   15








       1     The aquifer area in the northeast part of Town which contains Stratham
             Hill and the "Gifford property";
       2)    The area along Bunker Hill Avenue, which is Stratham's largest aquifer
             recharge area; and
       3)    The area along the Exeter town line, which contains the Skinner Springs
             well-field.


       The   only groundwater quality information that is currently available, and has
       been taken from an identified aquifer area, is from the Skinner Springs aquifer.
       As previously stated, eight dug wells are located within this area.           The water
       quality of these wells was tested by the USGS as part of the USGS Water Investi-
       gations Report (previously cited).        In terms of inorganic constituents (e.g.,
       chloride, manganese, iron, etc.), the water from this site proved to be of high
       quality.    However, as mentioned earlier, these wells have experienced some
       bacterial problems.

       In general, the only water quality problem that may be present in Stratham's
       other aquifer areas (other than bacteria) is elevated concentrations of iron
       and/or manganese.    According to a 1981 groundwater study performed by the U.S.
       Army Corps of Engineers, naturally occurring iron and manganese constitute the
       most common groundwater problems in the Seacoast region (source:            Southeastern
       New Hampshire Water Resources Study - Groundwater Assessment; U.S. Army Corps
       of Engineers, New England Division; March 1981).          As far as is known, humans
       suffer no harmful effects from drinking water containing iron and manganese.
       However, both iron and manganese interfere with laundering, impart stains to
       plumbing fixtures, and cause difficulties to water distribution systems by
       promoting iron bacteria and forming precipitates (source:                Chemistry for
       Environmental Engineering, Third Edition; C.N.       Sawyer and P.L. McCarty; McGraw-
       Hill Book Co.; 1978).

       Seven public water systems are located within Stratham's aquifer areas.            Other-
       wise, the groundwater within these aquifer areas is primarily used for private
       homes.   However, every water supply well for which data is available (from the
       Water Supply Engineering Bureau and the Water Resources Division) has been
       drilled into bedrock, rather than the stratified drift overburden.

       Given the extent of vacant land within Stratham's aquifer areas, and the Town's
       development rate during the past       10 years, there is high potential for these
       aquifer areas to undergo further       residential and commerical development.        The
       following is a brief description       of the potential type of development within
       the Town's primary aquifers, and is based on Stratham's Zoning Map and the Future
       Land Use Map of the 1985 Master        Plan.   (See Appendices TV and V for aquifer
       locations relative to zoning districts and future land use recommendations.)

       -     The Stratham Hill aquifer is zoned       as residential, with a large       portion
             zoned for manufactured housing.         The Future Land Use Map of the 1985
             Stratham. Master Plan recommends no     change in the zoning status for this
             area.


       -     Virtually all of the Bunker Hill aquifer is zoned as residential.               The
             exception is a 40-acre strip that lies along the eastern side of N.H. Route
             101 (the dimensions are approximately 2000' x 800'), which is zoned as
             Prof essional/Residential - - The zoning of this area is consistent with the
             Future Land Use (FLU) Map. However, the FLU Map depicts much of the Bunker
             Hill aquifer as containing "medium density residential". Hence, the Town's
             Master Plan promotes a higher density of development over most of the

                                                  16








                aquifer area* Until Town officials can fully assess the aquiler's pote      " tial
                as a municipal water sour   ce, the Master Plan should not recommend greater
                development densities in this area.

                The Skinner Springs aquifer is zoned as residential, and is depicted as
                such in the Future Land Use map.

          The   Town should continue to closely scrutinize and monitor development within
          its   aquifer areas in order to prevent potential groundwater contamination or
          depletion.    In the meantime, the Town should identify its most critical aquifer
          areas and protect them accordingly.      The Dubois & King report (previously cited)
          recommended that:


                "...any further water resource evaluation be directed first at
                determining the adequacy of the stratified drift deposits on the
                "Gifford" property [contained within the Stratham Hill aquifer] as
                opposed to the bedrock to provide a suitable water supply.           Further
                evaluation might include revision of the existing data base to include
                the most recent work [USGS and State] as it becomes available.           [The
                USGS expects to publish information regarding Stratham's aquifers
                sometime during 1990.]       Meanwhile, a subsurface test well program
                aimed at better defining potential aquifer characteristics should
                be conducted leading to the installation of a test pumping well to
                determine the various yield and water quality parameters so that
                maximum safe pumpage rates can be estimated relative to water supply
                needs."


          The   report's recommended minimum yield for a municipal well is 100 gpm (source:
          Town-wide Water Supply Report, previously cited; p-41).

          It should be noted that the Dubois & King report used preliminary USGS estimates
          to assume that the Stratham. Hill ay        Bunker Hill aquifers had transmissivity
          values of 0-1000 and 1000 to 2000 ft /day, respectively.         As mentioned earlier,
          US5S,S final transmissivity estimate for Stratham's aquifers is "less than 500
          ft /day".    Since Dubois & King overestimated the potential water yield of the
          Stratham Hill and Bunker Hill aquifers, their recommendations may need to be
          changed, or expanded to other potential aquifers.

          Stratham's most practical source for future water supplies is from its aquifers
          because of their accessibility and relative purity.         It is therefore necessary
          for the Town to protect its aquifers by enforcing measures which will promote
          groundwater recharge and reduce the risk of contamination. This course of action
          will help to safeguard an excellent source ,of drinking water for the future
          residents of Stratham.



          III. POTENTIAL THREATS TO WATER RESOURCES

          Potei@tial Nonpoint Pollution Sources

          A.    Within Stratham


                1.   Existing Potential Pollutant Sources:

                     Nonpoint sources of pollution involve the diffuse discharge of wastes
                     from sources that are widely spread, difficult to identify, and hard
                     to control.   Nonpoint pollution is typically produced from land runoff
                     during times of rain and snowmelt.

                                                     17





4W@




                  The following is a general list that briefly describes potential non-
                  point pollution sources, and their associated mitigation techniques,
                  within the Town of Stratham:


                                               Table 3
                              Nonpoint Pollution Sources and Remedies

            Source                                Remedy

            subsurface sewage disposal            replacement and/or relocation;

            agricultural runoff and               best management practices, e.g., concrete
            infiltration                          manure pits, no winter manure-spreading,
                                                  etc.;


            road salt storage and                 salt sheds, decrease salt to sand ratio,
            application                           emphasize mechanical snow removal using
                                                  plows, graders, etc., reduce frequency
                                                  of application; increase use of calcium
                                                  chloride and other de-icing chemicals;

            storm runoff from construction        erosion control measures e.g., haybales,
            sites                                 silt fences, straw mulch, etc.;


            storm  runoff from parking lots       catch basins which trap grit, oil and/or
                                                  grease;

            sediments from silted-in              maintenance programs
            catch basins and detention ponds

            application of fertilizers            integrated pest management, e.g., soil
            and pesticides to farmland,           testing, biological pest control, timing
            gardens, and lawns.                   of lawn care, etc.

            runoff/leachate from junkyards        drainage collection/ treatment systems,
            and abandoned landfills               and proper disposal of hazardous
                                                  materials, e.g. battery acid, gasoline,
                                                  etc. with a certified hauler;

            leaking underground storage           remove abandoned tanks, monitor and
            tanks                                 regulate existing tanks;

            roadside application of insecti-      biological pest control, e.g., use of
                                                                                  0
            cide for mosquito control             non-toxic insecticides such as bacteria
                                                  which attacks mosquito larvae.

                  In 1982, the Water Supply and Pollution Control Division (of the N.H.
                  Department of Environmental Services (DES)) published a report
                  entitled:    Inventory of Groundwater and Surface Water Potential
                  Nonpoint Pollution Sources.        The report's scope covered most of
                  'Strafford and Rockingham counties.     Stratham was cited as having the
                  following potential nonpoint pollution sources:



                                                  18








                          Pesticides:   Stratham participates in the Seacoast Area Mosquito
                          Control (SAMC) program.     After flooding events, SAMC crews spray
                          a biological pesticide ("BTI") on salt marshes and, to a lesser
                          extent, freshwater wetlands throughout Town.             The pesticide
                          contains bacteria which attacks mosquito larvae.              Biological
                          control of larval mosquitos has much less potential for adverse
                          health impacts than spraying adult mosquitos with a synthetic
                          and more toxic insecticide (e.g. , Resmethrin).                However,
                          Resmethrin is also used along roads to kill flying adult
                          mosquitos.

                          Salted Roads:    Stratham contains several roads that are subjected
                          to substantial winter salting (e.g. , Routes 101 and 108).          Road
                          salting should be minimized within the Town's aquifer areas.

                          Agricultural Runoff:    Within Town there are many areas of tilled
                          farmland and two dairy farms that are either located adjacent
                          to a perennial stream or to the Squamscott River.          Without the
                          use of Best Management Practices (e.g., manure management, etc.),
                          these areas may impact surface water (and groundwater) quality.

                          Solid Waste Disposal:     The Town Dump is located on the west side
                          of Union Road.      This site is presently used for the disposal
                          of brush and demolition debris, and for the collection of scrap
                          metal which is trucked out and recycled.         The dump was closed
                          to household waste disposal in 1980, after about 30 years of
                          service.   The dump is unlined, but the Town has been gradually
                          capping the site with clay (and then covered with loam and seed).
                          There is no closure plan for the dump, however, a recent Kimball-
                          Chase study has identified four locations around the site to
                          place monitoring wells.        The dump was the only waste site
                          identified in Stratham by the State's Waste Site-Inventory
                          (source:    Waste Management Division of the N.H. Department of
                          Environmental Services, September 1987).          The Town's dump is
                          located in the eastern portion of the Bunker Hill aquifer.
                          However, according to the Dubois & King study (Town-wide Water
                          Supply Report, previously cited), the drainage from the dump
                          site is toward the east - away from           most of the aquifer's
                          remaining area.

                          Salt Shed: A salt storage shed is located      at the corner of Frying
                          Pan Lane and Bunker Hill Avenue, next to      the Town's Public Works
                          shed.   (It is located within the Bunker Hill aquifer.)        In 1982,
                          it was estimated that this shed contains 100 tons of salt during
                          the winter.


                    other potential nonpoint pollution sources within Stratham, but not
                    identified by the 1982 DES inventory, are described below.

                          Pesticide Application:       As of July 1989, the N.H. Department
                          of Agriculture has a record of 13 sites throughout Town where
                          pesticides are applied.        All pesticides should be applied
                          according to best management practices as prescribed by the
                          Rockingham County Conservation District. In addition, "integrated
                          pest management", using biological pest control, should be
                          considered for these sites.


                                                     19








                        Underground St   orage Tanks:     As of November 1989, the N.H.
                        Department of Environmental Services had identified 20 underground
                        fuel storage tanks, at ten sites throughout Stratham.               The
                        capacity of these tanks range from 500 to 10,000 gallons, while
                        the ages range from three to 28 years.        Detailed data relative
                        to tank location (by street address), owner's name, tank number,
                        capacity, type of product stored, and the tank's age is presented
                        in Appendix III, "Inventory of Underground Storage Tanks."          The
                        underground storage tanks within Stratham are single-walled and
                        have no leak detection systems.     All of the tanks are constructed
                        of asphalt-coated steel.

                        As of June 1990, the Planning Board has seen a preliminary
                        proposal for a convenience store/gas station to replace an
                        existing service station (see Appendix III, C&E Service Station;
                        coded as #1 on Map G).    If the existing underground storage tanks
                        are replaced, the new tanks should be constructed with the most
                        leak resistant materials (e.g., fiberglass) and should be equipped
                        with a leak detection system.

                   The sites described above are depicted in Map G - "Potential Pollution
                   Sources".   Areas of active farmland are depicted in Map 10 of the
                   1990 Open Space and Recreation Plan.

                   In addition to these nonpoint source pollutant categories evaluated
                   by the 1982 Inventory, excavation sites are also of concern. Stratham
                   contains a total of four gravel pits within the Bunker Hill aquifer.
                   Substantial excavation poses a potential threat to an aquifer's water
                   quality.   By removing the aquifer's cover soils the site's capacity
                   to filter pollutants is reduced.       This problem may become acute if
                   development is located in this area, and groundwater quality is
                   threatened by poorly treated septic system effluent.           In general,
                   when protective layers of earth material are stripped away, the ground-
                   water is lef t more vulnerable to contamination        (e.g., a site with
                   an exposed water table being contaminated by fecal wastes from
                   animals).  Moreover, when earth is excavated too       close to the water
                   table, flooding problems can ensue from unusually      wet years and high
                   water tables.


                   The last type of nonpoint source of contamination that is noteworthy
                   is radon.   An important reason to map bedrock types relates to the
                   issue of radon in groundwater. Radon contamination has recently become
                   a concern throughout the U.S.. Radon is a colorless, odorless, cancer-
                   causing gas produced as uranium (typically occurring in trace amounts)
                   decays. This gas escapes from water once it is brought up from the
                   g r ou-nd .For example, when a shower is used in a home with
                   radon-containing water, radioactive gas diffuses into the air.        Hydro-
                   geologists at UNH's Department of Earth Sciences report that water
                   from deep, bedrock wells is more likely to carry radon than water
                   from shallow wells or those in gravel deposits.

                   Several years ago New England was surveyed for its susceptibility
                  't-6 radon using remote sensing techniques. A map was produced from
                   this project entitled: "Generalized Bedrock Geologic Map of New England
                   with Emphasis on Uranium Endowment and Radon Production," (W.J.
                   Olszewski, Jr.; UNH, 1986).       Around this time, the USGS drafted a
                   map (unpublished, but available for inspection at the State Geologist
                   Office) showing the uranium concentration in rocks throughout New

                                                  20









                                                   Map G
                      Potential Pollution Sources


                                                   Aquifer Boundaries
                                                   Covered Salt Pile                                                                                                         PAIL ROA V
                                                   Underground Storage Tanks                                                                      VoSrON 8

                                                   Town I)ump Closed

                                                   Pesticide Application Sites
                                ;1 101             Heavily Salted Roads                                                                                                                                                  Sh
                                                   L,arge Community Septic
                                @51                Systems

                            Prepared by the Rockingham Planning Commission
                                                     June 1990
                                                                                                                                                       Y
                    Sources:    "Geohydrology and Water QualkyolStratifled-Drift Aquiferdft',@,                                            TLIRNBERRY
                                in the Exeter, lAmprey, and Oyster River Basins, Southeaste                                               16NDO.
                                N.H.", U.S.G.S.; 1990.                                                                                                                                                                                               7

                                "Waste Site inventory", Waste Management Division, N
                                Department of Environmental Services, November 19
                                "Inventory or Groundwater and Surface Water                                                                             R                                                   +                                                                       OLUE RIDGE CIRCLE
                                                                                                              IX                   SOUAPAPSCOT'                                                                          SIRATHAM
                                Non-Pointpollution Sources", N.H. Dept. of Envii                                                                                                                                                                            0
                                Services, February 1982.                                                                                                                                                                       HI L L
                                LUn                                                                                                                                                                   0
                                   vtrg=d,tr=Tank Information", Pic                  Dept. o                                                                                                                                                                                            RUN
                                                        , December 1"9     ,-/                                       X
                                -Pesticide Application Sitm-,                  Agriculture//
                                Complex Systems Research.                             X
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                       Hampshire.    In April, 1989, the State Geologist devised a "radon
                       susceptibility rating" system for the bedrock types in the region,
                       based on the probability of radon occurrence.          This rating system
                       ranged from "Very Low" to "Very High".     The bedrock types listed above
                       and shown on Map D have been rated as follows:

                            OZe = Medium
                            OZk = Medium
                            Oe9 = Very Low

                 2.    Future Potential Pollutant Sources


                       a.   Near Term - As of June 1990, the Stratham Planning Board did
                            not approve any plans for residential or nonresidential
                            development that could be considered a future potential pollutant
                            source.


                       b.   Long  Term

                            1)    Surface Water - Two significant streams (Parkman and Mill
                                  brooks) flow through commercial areas along Route 101 shown
                                  in the Stratham Zoning Map and Future Land Use Map.          When
                                  reviewing future commercial development along these streams,
                                  runoff from paved and other impervious areas should be
                                  considered as a potential source of nonpoint pollution.
                                  Fortunately, Stratham has recognized the need to protect
                                  its surface waters.       Section 12 of the Zoning Ordinance
                                  - the Shoreland Protection (Overlay) District - requires
                                  that a setback be maintained between perennial streams and
                                  development, with a vegetated buffer.

                                  However, even with shoreland protection, the northwestern
                                  parts of Stratham's industrial district pose a significant
                                  threat to the Town's only Class A surface water - Dearborn
                                  Brook.   The peripheral areas of the industrial district
                                  contain both Dearborn Brook and the wetlands that drain
                                  into the  Brook.  The consequences of contamination occurring
                                  in this   area would be serious, considering that Dearborn
                                  Brook is a component of Exeter's municipal water supply.
                                  For these reasons, Stratham should move the boundaries of
                                  its industrial district away from Dearborn Brook.             This
                                  would be a relatively slight change, on the order of about
                                  500 to 1000 feet.


                            2)    Groundwater - As previously discussed (in Section II),
                                  certain aquifer areas are zoned as commercial or are
                                  recommended for medium density residential development (see
                                  Appendices IV and V).       Runoff from commercial sites can
                                  be sources of nonpoint pollution to groundwater.                In
                                  addition, the Town should consider community septic systems
                                  from cluster developments, or large commercial systems,
                                  as being threats to Stratham's aquifers.        It is therefore
                                  imperative that the Town collect more information to assess
                                  the groundwater potential of its aquifers, and ultimately
                                  adopt an aquifer protection ordinance to safeguard the water
                                  quality of designated aquifer areas.



                                                       22








      B.   Contributing Areas Outside of Stratham


           1.   Surface Water


                a.    Existing Potential Nonpoint Pollutant Sources

                      The Town of Stratham is unique in that virtually all of its
                      streams and rivers flow out of Town.        The exceptions are the
                      Winnicut River and the Squamscott River.         The Winnicut River
                      flows into eastern Stratham from North Hampton. The North Hampton
                      portion of the River is surrounded by undeveloped woodlands,
                      fields, wetlands, and some low-density housing (1 to 3 acres
                      per dwelling).   No potential threats to the Winnicut River have
                      been identified in North Hampton.

                      The Squamscott River is fed by surface waters from the towns
                      of Exeter and Newfields (in addition to Stratham).       As with the
                      Winnicut River in North Hampton, the Squamscott River corridor
                      (within 1000 feet of the River) contained by Newfields and Exeter
                      consists of woodlands, fields, wetlands and some low-density
                      housing.   Even though no nonpoint potential threats to the
                      Squamscott River have been identified in Exeter or Newfields,
                      both towns have municipal sewage treatment plants.            However,
                      these plants are considered to be point pollution sources and
                      are discussed further herein.


                b.    Future Potential Nonpoint Pollutant Sources

                      Without a shoreland protection ordinance, North Hampton's portion
                      of the Winnicut River is vulnerable to contamination from any
                      development that encroaches on the River.           Hopefully, North
                      Hampton will heed the recommendation of its Master Plan which
                      promotes the adoption of a shoreland protection ordinance.         The
                      Squamscott River, on the other hand, is protected in both Exeter
                      and Newfields by shoreland protection ordinances.

           2.   Groundwater


                Stratham's primary aquifer areas lie almost entirely within the Town's
                borders.   Two small areas that overlap into the towns of Greenland
                and Exeter are depicted in Map G.     The Stratham Hill aquifer overlaps
                into a residentially-zoned area of Greenland.        And Exeter's portion
                of the Skinner Springs aquifer is protected by the aquifer protection
                ordinance as amended at the 1990 Exeter Town Meeting.             Hence no
                potential threats from surrounding towns to Stratham's aquifers have
                been identified.


     Point Pollution Sources


     A.    Within Stratham


           Information provided by the Water Supply and Pollution Control Division
           in 'May 1989 indicates that there are no permits issued in Stratham. under
           the National Pollutant Discharge Elimination System (NPDES) for surface
           water discharges.

           Information provided by the Groundwater Division in May 1989 indicates
           that three permits have been issued in Stratham for groundwater discharges,

                                               23








                  under the N.H..Code of Administrative Rules (Ws 410).          All three permits
                  have been issued for the community septic systems (leach fields) of
                  residential cluster developments, as depicted in Map G.                 Table 4 -
                  "Groundwater Discharge Permit Holders" - provides further details regarding
                  the conditions of these permits.   Table 4
                                     Groundwater Discharge Permit Holders

            Map G       Development                           Effluent        Effluent Design
            Code         - Name              Location           Type            Volume (gpd)-

            A           Turnberry            Squamscott       Domestic        30,000
                        Condominiums         Road             Wastewater


            B           Stratham Green       NH Route 108     Domestic        18,000
                        Condominiums                          Wastewater


            C           Montrose             Hersey Lane      Domestic        18,900
                        Condominiums                          Wastewater


                  Only the leach fields     from the Montrose Condominiums lie within or near
                  Stratham's primary aquifer areas.

            B*    Contributing Areas Outside of Stratham

                  Great Bay is periodically restricted or prohibited from the taking of shell-
                  fish due to bacterial counts in excess of the 70 coliform bacteria per
                  100 milliliters standard for such waters.       The pollution problems of Great
                  Bay, and the Squamscott River, stem primarily from the municipal sewage
                  treatment plants operated by the towns of Newmarket, Newfields, and Exeter.
                  These treatment plants are depicted in Map H - "Principal Point Pollution
                  Sourc es to the Squamscott River and Great Bay." The following is a brief
                  review of the plants' operating conditions and possible improvements as
                  described in the Interagency Report-on the Shellfish Waters of New Hampshire
                  (by the Water Supply and Pollution Control Division, N.H. DES; February
                  1989).


                  1.    Newmarket


                        This facility lacks adequate sludge dewatering equipment.           This may
                        affect effluent quality in the near future and impact on the plant's
                        capability to properly disinfect due to solids carryover.              It is
                        recommended that adequate solids handling, dewatering, and disposal
                        equipment be installed. Further, dechlorination should be considered.


                  2.    Newfields


                        This facility is underloaded and has good treatment; however, the
                        automatic tide clock designed to control discharge on the outgoing
                        tide has never worked properly.       With four NPDES coliform violations
                        during a 15-month period in 1988-89, there is a need to assess the
                        contact tank baffle configuration to assure*effective*kill'over varying
                        conditions.








                                                        24








                                    PRINCIPAL POINT POLLUTION
                                  SOURCES TO THE SQUAMSCOTT
                                           RIVER AND GREAT BAY


                                                             Map H





                                                                                    =Treatment Facility
                                                                                       Sewered Area


                                                        L


                                     ,07


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                                                                 25








                   3.   Exeter

                        Although improvements have been made to this system, it has been
                        inadequate for waste water loadings and has been occassionally out
                        of permit compliance.      A major upgrading (i.e., expansion of lagoon
                        capacity, chlorination contact chambers, etc.) has recently been
                        completed and should result in an adequate facility.

                   In addition, the towns of Newmarket, Newfields, and Exeter have a problem
                   that is common throughout New England: combined sewers.             Hence, during
                   heavy rainfalls, the sewers become overloaded with street runoff.              When
                   the total volume of wastes becomes larger than the treatment plant can.
                   handle, some of the wastes are allowed to overflow and go untreated into
                   the Squamscott River and/or Great Bay. To reduce this undue sewage loading,
                   these communities should work toward separating their combined sewers (the
                   Town of Exeter has recently received an EPA grant for this purpose).

                   If the recommendations above are carried out, public health will be
                   protected and shellfish resources will be restored for Stratham and
                   surrounding communities.



             IV.   GROWTH IN DEMAND FOR WATER


             Pr6jected Growth in Demand for Water

             In June 1987, the Water Management Bureau, of the N.H.          Department of Environ-
             mental Services' Water Resource Division, initiated the Water User Registration
             and Reporting Program.     The objective of the program is to gather accurate data
             on the major uses of the State's water and the demands placed upon aquifers,
             streams, and rivers.       To accomplish this objective, all facilities that use
             an average of 20,000 gallons (or more) of water per day must register with the
             Division.    According to the Bureau's latest list (October 1988), the Town of
             Stratham has no users of 20,000 gallons of water per day.

             Stratham's most current and thorough water supply study was performed by Dubois
             & King in January 1989 (previously cited).            The study evaluated the Town's
             present and future demand for water.         According to the study, the Town will
             have an abundant water supply available from individual private wells for the
             next 5 to 20 years.

             The Dubois & King study projects Stratham's population to be 6,707 by the year
             2000.   The following excerpt taken from this study briefly explains the Town's
             future demand for water.


                    It is very probable that by the turn        of century the additional 95%
                   p"eople from 1985 (6707/3440) will result in a more congested Town
                   and much more intense commercial activity along Route 101. Experience
                   in other growing areas confirms that this trend may eventually impact
                   some of the wells in the more densely populated areas making a public
                   water system more desirable.


                   It is useful to look at the ultimate water needs of the Town to serve
                   the growing population.     The numbers in Table [5] show that an average
                   daily production of [1,165,800 gpd] would be needed to serve the entire
                   2010 population (150 gpcd) and adequate storage would be needed to
                   meet the peak hourly production need of 1327 gpm.            These estimates


                                                         26








           include allowances for light commercial/industrial needs, leakage
           and seasonal flushing.

           Of course, no water system in the region is required to serve a Town's
           entire population.       There will always be those outlying residents
           whose wells are safe and adequate and who do not require service.
           More important especially in the short term, there will be sparsely
           developed areas in Town where water system extensions are not
           economically feasible"

     Table 5 - "Projected Water Demand" - compares the Town's projected water needs
     using the population projections from both Dubois & King and the N.H. Office
     of State Planning (1987).

                                              Table 5
                                     Projected Water Demand

                      Population           Average Daily Production    Need (gpd)*
           Year       A          B                    A                B


           1990       5348       4122                 802,200          618,300
           1995       6097       5133                 914,550          769,950
           2000       6707       5992               1,006,050          898,800
           2005       7284       6827               1,092,600         1,024,050
           2010       7772       7522               1,165,800         1,128,300


           A = Dubois & King study (1989)
           B = N.H. OSP (1987)
           * ADPN = 150 gallons per capita per day

     The lack of detailed data on water usage makes it extremely difficult to break
     down the water demand by each sector, i.e., residential, commercial, industrial,
     and agric-ultural, within     Stratham.   The water demand for the non-residential
     sectors will be entirely      dependent upon the types of commercial, industrial,
     or agricultural uses that      locate within Stratham. and whether or not they will
     be water-intensive uses.       At this point, all of the Town's industrial uses,
     located at the Strath.am       Industrial Park, are connected to the Exeter water
     system.   It is assumed that the residential water demand will account for the
     majority of Stratham's water usage during the next 10 to 20 years.           During this
     time, the Town's water demands will primarily be met through the use of private
     wells.

     An important concept presented in the Dubois' & King study is the potential of
     using private community water systems, which currently exist, to contribute
     to a municipal water supply sometime in the future.         The study stated that most
     community water systems (of cluster developments) have deficiencies that make
     'them'undesirable as part of a municipal system.          These deficiencies include:
     reduced well protection radius (200 feet instead of 400 feet), distribution
     pipe sizes that are too narrow, and lack of fire protection capability. However,
     1. the wells for Glengarry, Salt River, Balmoral, and Pear Tree have some potential
     for. contributing to  -a municipal supply because they are all well protected with
     up to 400 feet potentially available around the wells" (source:          Town-wide Water
     Supply Report, previously cited). But connecting these systems to a centralized
     one might be expensive given that they have relatively small yields and are
     all a good distance from the denser commercial area and Town Center along Route
     101.




                                                 27








          This section regarding Stratham's future water demand and supply, would not
          be complete without mentioning the water supply study performed by the U.S. Army
          Corps of Engineers, New England Division, in December 1988.   The study, entitled
          New_ Hampshire Route 108 Water Supply_Study, was requested by the N.H. DES to
          provide them with a basis for evaluating the concept of providing a regional
          water supply along Route 108.   The communities included in the study area were
          Exeter, Stratham, Newfields, Newmarket, Durham, Madbury, Dover, and Somersworth.
          The water supply alternative described in this report is a pipeline along Route
          108 with the Lamprey River as the water supply source.       However, considering
          the expense of storage, treatment, and distribution for this water supply
          alternative, Stratham should exhaust its options for developing a local ground-
          water source before investing in this or any other regional water supply project.



          V*   INFRASTRUCTURE


          A.   Septic System Usage

               Using 1988 OSP population estimates, approximately 4,453 residents are
               served by septic systems.    Stratham has no municipal sewer system and is
               not planning on developing one in the near future.     However, the Stratham
               Industrial Park and Stoneybrook Lane are connected to Exeter's municipal
               sewer system.   According to the N.H. Housing Finance Authority, approxi-
               mately 345 acres are sewered in Stratham (as of October 1988).

               Occassional septic system failures have occurred throughout Stratham.
               In 1989 there were four or five failures, whereas during an average year
               one or two failures are reported.

               Stratham. has a high potential for growth in its number of septic systems.
               Given the expense of wastewater treatment facility construction, and the
               diffuse development pattern in much of Town, it is probable that all future
               development (during the next 10 years) will be served by septic systems.
               However, Stratham's Subdivision Regulations prohibit septic system
               construction in areas where the seasonal high water table is within 24
               inches of the ground surface.      In addition, Stratham's Zoning Ordinance
               prohibits septic system construction within 75 feet of a poorly drained
               soil, 100 feet of a very poorly drained soil or perennial stream, or 150
               feet from Great Bay, Squamscott River, or tidal wetlands.         These rules
               will limit the placement of septic systems to areas of Town with relatively
               good soil conditions.

          B.   Soil Potential Ratings

               Using national standards, virtually all of Stratham's soil types have re-
               ceived a "severe" rating for septic system development.       In f act, there
               are only a few soils throughout Rockingham County that are not classified
               as having "severe" limitations for septic system development.        In light
               of this, the Rockingham County Conservation District and the USDA Soil
               Conservation Service developed a more meaningful set of land use guidelines
               based on soil types.

               In May' 1987, the "Sbil Potentials for Development - Rockingham County"
               manual was published by the RCCD.         Five soil potential classes were
               provided: very high, high, medium, low and very low.        Low and very low
               potentials are assigned to those soils having severe soil limitations,
               with costs of design measures extremely high or prohibitive.


                                                  28








              Map I - "Soils Suitability for Septic Systems" - depicts the general areas
              of Stratham that have different soil potentials for septic system develop-
              ment.  Soils with low and very low potential were mapped because they had
              limitations due to steep slopes or high water tables (as well as high shrink-
              swell properties, short depths to bedrock, and stoniness).

       C.     Solid Waste Disposal

              The Town of Stratham is a member of the          Lamprey Regional Solid Waste
              Cooperative, which was formed in 1978 under       RSA 53-A.   The Town operates
              a dump, located on Union Road (depicted in Map    G), which was "grandfathered"
              prior to the 1981 permitting process of RSA       149-11.  The dump is used to
              dispose of brush and demolition debris, and for the collection of scrap
              metals to be recycled.    Household wastes are    picked up by private haulers
              (contr,acted by the Town) and trucked to the Town of Durham for
              incineration.    In terms of household hazardous wastes (e.g. , batteries,
              lead paint, pesticides, solvents), Stratham residents can dispose of these
              at the annual Household Hazardous Waste Collections organized by the
              Rockingham Planning Commission.

              This facility has no existing permit violations.         As discussed earlier,
              there is no closure plan for the dump; however, a recent Kimball-Chase
              study has identified four locations around the site to place monitoring
              wells.  Additionally, the Town has been gradually capping the site with
              clay and, as part of a future closure plan, the Town may consider placing
              an impervious lining under the dump to collect its leachate.

       D.     Public Water Supply

              Map F shows the location of 43 public water systems, all of which draw
              from groundwater. Of these systems, 13 are defined by the N.H. Water Supply
              Engineering Bureau as "community" systems.         The remaining 30 wells are
              ., non-community" systems.

              The information contained in the Dubois & Kings study (previously cited)
              indicates that the existing public water systems will be able to meet their
              water demands for the next 5 to 20 years.             Nevertheless, the study
              recommends that the Town meet with town officials from Exeter to determine
              the feasibility of obtaining a short-term water supply, as well as an
              emergency connection at Route 51.


       E.     Publi'c Waste Water Treatment


              As with Exeter's municipal water, Stoneybrook Lane and Stratham Industrial
              Park are the only areas in Stratham that are serviced by the Exeter
              municipal sewer system.       Otherwise, there are no public waste water
              treatment facilities in Stratham.       In the future, Town officials should
              .consider discussing, with Exeter officials, the possibility of extending
              Exeter's sewer lines to Stratham's commercial area and Town Center along
              Route 101.













                                                  29



                         0  W n       67 7 17 r =a tol amm m                            m               ml
                      S o 1 1         S u I t a b I I I t y                f o r
                               S e   p t i c         S y s t ems




                                                                          7-





                                  r=W I
                                           I L




                                                  =F








                                 7
                                                     71










                                                                         E-EW















                                                                  F11



                                                                                          If a t e r




                                                                                          Very Loy
                                           Map I                                          Suitability

                                                                                          L 0 w
                                       Scale in Miles                                     Suitability

                                          2/3        1/3
                                                                                          M e d i um
        Sources: "Soils Potential for Development-Rockingham County";                     Suitability
                   U.S.D.A. - Soil Conservation Service and Rockingham
                   County Conservation Dist.; May 1987.
                   Complex Systems Research Center, UNH; February                         High
                                                                                          Suitability
       C)          1990. Soils delineation based on field work,
                   conducted by the USDA Soil Conservation Service,
                   completed in 1985. Preliminary Data - Subject                          Very High
                   to Change.                                                             Suitability
                   Prepared by the Rockingham Planning Commission,
                   May 1990.                                     SRG                      Not Rated/
                                                                                          Too Variable










              Overall, since much of the development in Town is spread over a wide area,
              it would be economically unfeasible and undesirable to develop a municipal
              sewer system that covers a large portion of Town.      Hence, it is important
              that natural resource information, especially soils type, be utilized in
              order to assure the continued safe and sanitary on-site disposal of the
              community's sewage.



         VI. EXISTING PROGRAMS AND POLICIES


         Each ordinance and regulation in Stratham was reviewed for the purpose of
         identifying the elements of each that have the potential to impact on any of
         the following eight water resource parameters (WRP):

         1)   Erosion and sedimentation;
         2)   Surface water flows;
         3)   Groundwater recharge;
         4)   Management of existing and potential contaminant sources;
         5)   Flood storage;
         6)   Encroachment on wetlands;
         7)   Nutrient levels; and
         8)   Wildlife and fisheries habitat.

         Zoning Ordinance

         a)   Sanitary Protection

              Section 5.2-3:     Requires that sewage disposal facilities be designed
              according to State (and Town) standards.      In addition, no septic system
              can be located within 71 feet of a well, 100 feet of a water body, 10 feet
              of a road ditch line, or on a slope exceeding 15 percent (WRP #4 and 7).

         b)   Cluster Development

              Section 8:   Encourages development that requires less consumption of rural
              and/or agricultural land and requires that sensitive areas (e.g., areas
              subject to flooding, and/or with high water tables) be avoided (WRP #4,
              5, 6) 8).

         c)   Excavation

              Article 10:   Requires site reclamation '-to prevent erosion, and prohibits
              excavation that would substantially damage a known aquifer (WRP #1, 3 and
              4).

         d)   Wetlands Protection

              Article 11:   Restricts the use of and encroachment on local wetlands that
              have been identified as poorly or very poorly drained soils using the
              standards of High Intensity Soil mapping for New Hampshire   *  This  ordinance
              is based on a model orditianee' developed by the Soil Conservation Service.
              The intention of the ordinance is to accomplish the following selected
              purposes that relate specifically to water resources:





                                                  31










                    To prevent the destruction of natural wetlands which provide flood
                    protection, recharge the ground water supply, and augment stream flow
                    during dry periods (WRP #1, 2, 3, 5, and 6);

                    To control the development of structures and land uses on naturally
                    occurring wetlands which would contribute to pollution of surface
                    and ground water by sewage (WRP #1, 4, 6, and 7); and

                    To preserve wetlands for other ecological reasons such as those cited
                    in RSA 483-A (WRP #1, 2, 3, 5, 6, 7, and 8).

               The  Stratham wetlands ordinance has the potential to impact each of the
               eight water resource parameters.

         e)    Shoreland Protection

               Article 12:    Restricts the use of and encroachment on local shorelands
               of perennial rivers or streams, or tidal wetlands.        Selected objectives
               contained in this ordinance that relate specifically to water resources
               are as follows:


                    To promote the preservation and maintenance of surface water quality
                    (WRP #1, 2, 4, 5, and 7); and

                    To conserve and protect aquatic and terrestial habitat associated
                    with intertidal and riparian areas (WRP #8).

         f)    Special Exceptions

               Section 15.8.2(5): Requires that there be no excessive demand on municipal
               services, including water and sewer (WRP #4).        This is one of the six
               standards that must be met in order for the ZBA to grant a special
               exception.

         g)    Floodplain Management

               Section 16:   Prohibits encroachment, from fill or new construction, that
               results in any increase in the 100-year flood levels (WRP #5); provides
               construction standards for buildings and septic systems within the 100-year
               floodplain (WRP #4).

         Subdivision Regulations

         a)    Procedures for Subdivision Approval

               Section 2. 3.2(d) and (e):    Requires high intensity soils information and
               data on test pits and percolation tests (WRP #4 and 7).

         b)    Data Required for Subdivision

               -    Section 3.3.2(h)l:   Requires an explanation of any Tdrainage easemelftts
                    (WRP #2).

               -    Section 3. 3. 3: Requires that subdivision plans depict the locations
                    of existing and proposed curbs, gutters, drainage easements, manholes,
                    catch basins, sewers, stormwater drains, fire hydrants, and water

                                                  32







                    lines. Other existing features include septic systems, drains, wells,
                    water bodies, and wetlands (WRP #2 and 4).

                    Section 3.3-4:       Requires calculations specifying the quantity of
                    stormwater run-off, with adequate drainage facilities (WRP #1 and
                    2).

         c)   General Principles and Standards for Subdivisions

                    Section 4.2-2:     States that land subject to flooding or poor drainage
                    shall not ordinarily be subdivided (WRP #2 and 5).

                    Section    4.2.4:  Requires that wetlands and watercourses be preserved
                    as much  as possible (WRP #1-8).

                    Section   4.3:   Requires that lot sizes meet the area standards based
                    on soil types, for adequate on-site sewage treatment (WRP #3, 4, 6,
                    and 7).

                    Section 4.4.6:     Allows the Planning Board to require drainage studies
                    and corresponding drainage facilities to accommodate surface run-off
                    (WRP #1 and 2).

                    Section 4. 4. 11:        Provides local standards for septic system
                    construction; and a hydrogeologic study may be required for any
                    development with significant sewage loading within the Bunker Hill
                    aquifer (WRP #4 and 7).

                    Section 4.4.13:       Requires that subdivisions involving flood hazard
                    areas be reasonably safe from flooding (WRF #4 and 5).

                    Section 4. 4. 14:    States that an erosion and/or sedimentation control
                    plan, and/or temporary vegetation or mulching may be required by the
                    Planning Board (WRP #1 and 4).

                    Section 4.4.15(b):        States that the Planning Board may require a
                    drainage easement of at least 25 feet (WRP #2).

                    Section 4.5-2:     Establishes design standards for storm water drainage,
                    and detention, systems (WRP #2 and 5).

         Site  Plan Review Regulations

         a)   Application Procedures and Requirements

                    Section 4.2.2(d) and (e):        Requires high intensity soils information
                    and data on test pits and percolation tests (WRP #4 and 7).

                    Section 4.3.1(d), (e), (h), and (1):         Requires that site plans depict
                    the locations of watercourses and water bodies, drainage systems,
                    and the 100-year floodplain (WRP #2 and 5).

                    Section 4.3.2(e) and (k): Requires that site plans depict fhe proposed
                    locations of all water lines, sewage facilities, drainage structures,
                    and erosion and sedimentation control methods (WRP #1, 2 and 4).


                                                      33








                     Section 4.3.2(f) and (1):     States that the Planning Board may require
                     a storm drainage plan, with stormwater run-off calculations, and may
                     require information on the type and quantity of waste water generated.

          b)   Design and Construction Requirements

                     Section 5. 3:   Requires that an adequate surface storm water drainage
                     system be provided, and specifies design standards (WRP #2 and 5).

                     Section 5. 4:   Requires that development involving f lood hazard areas
                     be reasonably safe from flooding (WRP #4 and 5).

                     Section 5.12:    States that an erosion and sedimentation control plan,
                     with specific provisions, may be required by the Planning Board (WRP
                     #1 and 4).

          Building Ordinance

          Stratham's Building Ordinance contains no provisions that specifically have
          the potential to impact water quality or quantity.

          Health Ordinance


          The Town of Stratham does not have a health ordinance per se.            However, there
          are many ordinances and regulations which pertain to public health, e.g.
          standards for septic system design.         In addition, the Town has an appointe@
          Health Officer, a Building Inspector, and a Septic System Inspector, all of
          whom assist in the administration of these local health-related laws, as well
          as State regulations in accordance with RSA 147.



          VII. ANALYSIS


          Analysis Regardiug Water Supplies

          Virtually all of Stratham is served by individual private wells.          It is assumed
          that the vast majority of Town will continue to be supplied by private wells
          for at least the next 10 to 20 years.

          However, as previously described (in Section IV), the trend of intense commercial-
          ization along Route 101 may make a public water system desirable.            The likely
          area to be served by a municipal system would be the denser commercial area
          and Town Center along Route 101.

          The Town of Stratham appears to have at least three potential sources for a
          future municipal water system.      These options (described more fully -in Section
          IV) are listed below:

          1)   Drill wells into the Town's primary stratified drift aquifers (e.g
               Stratham Hill, Bunker Hill, or Skinner Springs) or into high-yieldin*@
               bedrock fractures.


          2)   Through an inter-municipal agreement, have Exeter extend its water lines
               along Route 101.



                                                     34







        3)   Pursue the concept of a regional water supply using the Lamprey River.
             (This option seems the least likely of the three.)

        Analysis Regarding Other Water Resource 11urposes

        a)   Discharges:   There are no significant sources that discharge wastes into
             the Town's surface water.        Therefore, there is presently no need to
             determine the "assimilative capacity" of Stratham's surface water
             resources.    However, as cited in Map G, the Town contains three large
             community septic systems that are classified as point source discharges
             to the Town's groundwater.     One of the greatest long-term concerns of the
             systems is the plume of nitrate-laden effluent that flows from them into
             the groundwater.      For these systems, as well as proposed systems, the
             11 assimilative capacity" of the groundwater should be determined.            The
             assimilative capacity is basically the capability of the subsurface strata
             within the parcel boundaries to dilute the effluent to acceptable
             contaminant concentrations (e.g., 5 to 10 mg/l nitrate nitrogen).

        b)   Recreation:    Relative to other towns within Rockingham County, Stratham
             has many streams and rivers.    The Town also contains an extensive shoreline
             along the Squamscott River and some along the Great Bay.           Water-related
             recreational activities include shell and fin fishing, boating, swimming,
             and skating.

             In 1111, the N*H* Office of State Planning published a study entitled:
             "Wild, Scenic, and Recreational Rivers for New Hampshire."      Out of 67 other
             rivers being classified throughout the State, the study classified the
             Winnicut River as a "Recreational River" (and the Squamscott River as a
              Scenic River").    The study defined recreational rivers as those:        which
             provide outstanding recreational opportunities in natural surroundings.
             These rivers should be protected for their natural qualities which can
             provide for a wide range of active and passive outdoor recreation
             activities.   Recreational rivers should: be readily accessible,; have high
             water- quality; have enough water to provide for fishing and canoeing; and
             be at least five miles long.

             The Squamscott River and Great Bay are the most suitable waters for
             boating.    Canoeing is particularly popular along the Squamscott River.
             Stratham has two public access areas:       Chapman's landing along Route 108
             (owned by the N.H. Fish and Game Department), and the Town Landing at the
             end of River Road.     Since the Town-owned landing has such a limited area
             (2 acres), the Town should investigate acquiring additional land or
             conservation easements around this site.


             At present, there are no waters within Stratham that have sufficient volume,
             quality, and/or access to be suitable for public swimming.                   All
             water-related recreation requires high water quality for an ideal
             experience.   Poor quality affects the safe enjoyment of water recreation
             and impairs its aesthetic appeal.        Stratham must safeguard its surface
             water quality, particularly that of the Squamscott River and Great Bay,
             fn order to provide the opportunity of sports fishing, boating, and swimming
             for present and future townspeople.

        C)   Wetlands:   Wetland types fou  nd in Stratham include shrub swamps, shallow
             and deep marshes, meadows, and forested swamps.        Lands with soil having
             a high seasonal water table, and classified as poorly or very poorly drained

                                                 35








               soils by the USDA Soil Conservation Service, are also considered to be
               wetlands.   Wetlands are important, valuable, natural resources and worthy
               of protection from    inappropriate use.     They have been found, in general,
               to provide critical   ecological and socially valuable functions, including:

               1)    provide habitat and reproduction areas for plants, fish and wildlife;
               2)    help maintain ground and surface water levels;
               3)    act as flood water storage areas;
               4)    absorption and filtration of pollutants and sediments (caused by up-
                     stream erosion);
               5)    provide opportunities for recreation and education;
               6)    contribute to scenic values.

               Many  of the wetland areas in Stratham are adjacent to rivers and streams.
               Significant areas of wetlands are located in the following parts of Town:
               east of Stratham Heights Road; along Parkman Brook; between High Street
               and Long Hill; along the Squamscott River and Great Bay; and just south
               of Stratham Hill.    The latter area contains an important White Cedar Swamp.
               Located adjacent to the new elementary school, this wetland can provide
               many educational opportunities for Stratham students.

               The salt marsh along both sides of the mouth of the Squamscott River
               represents approximately one half of all the marsh in the                 Great Bay
               estuarine system - over 400 acres (source: Great Bay. National Estuarine
               Research Reserve Management Plan - Draft;         [email protected]. Office of State Planning,
               Concord, NH; Jan'uary 1989).        This complex of extensive salt       marsh and
               adjacent farmland is prime habitat for migratory waterfowl.           In addition,
               four rare and endangered plants have been identified in this area by the
               N.H.   Natural Heritage Inventory (see 1990 Open Space and Recreation Plan,
               Section IV.D, for further discussion).

               The filling of     and use of wetlands for building construction not only
               destroys wetlands and their benefits, but may lead to groundwater contamin-
               atiorf as well.     Leaching fields constructed in filled areas are likely
               to be placed too    near the seasonal high water table below and to have an
               inadequate receiving layer for proper treatment of the septic system's
               effluent.


               There is an ongoing need to protect wetlands in Stratham.                 Statewide,
               wetlands are under increasing development pressure due to the depletion
               of the most developable land.       Although the U.S. Army Corps of Engineers
               and the State of New Hampshire have laws and regulations governing wetlands,
               they do not always provide the degree of protection needed.                 Existing
               regulations look at each dredge and fill 'request as a separate application,
               resulting in a piecemeal approach.          In addition, the inadequate number
               of federal and State inspectors means that some wetlands are not
               sufficiently protected.     A local wetlands ordinance enables the community
               tc protect wetlands in a Town-wide context. Unlike State and federal rules,
               local regulations can give the Town control over the location of structures
               and septic systems in relation to wetlands.

               For these reasons, local Mntrol over the use of wetlands should remain
               in effec:t indefinitely.    The Town of Stratham. has recognized the importance
               of preserving wetlands, and has acted accordingly by establishing a Wetlands
               Conservation District ordinance.



                                                     36








        d    Fisheries:     The Winnicut River, Squamscott River, and Great Bay are the
             most commonly fished water bodies in Stratham.       These rivers, as well as
             Jewett Hill Brook, and the Bay are currently being stocked with anadromous
             fish by the N.H. Fish and Game Department as part of a Statewide restoration
             program.   This program involves stocking the rivers with game fish such
             as rainbow trout, river herring, American shad, steelhead, brown trout,
             salmon, and eastern brook trout.

             Stratham must safeguard its surface water quality in order to provide the
             opportunity of commercial and recreational fishing for both present and
             future townspeople.

        e)   Wildlife Habitat:   River, stream, and wetland corridors provide the richest
             habitat for the greatest number of fish, wildlife, and flora.          Fish and
             wildlife populations cannot succeed within a limited range, and waterfowl
             and other birds need ground-level nesting habitat.         Protection of these
             linear corridors is essential to the stability of wildlife populations.

             Riparian corridors (i.e., shorelands) also contribute much in terms of
             recreational benefits, i.e., canoeing, hiking, fishing, birding, horse
             trails, cross country skiing, picnicking, etc.            Shorelands are also
             sensitive due to flooding, erodibility, and proximity to open water. More-
             over, soil type and percent slope typically limits the development potential
             of a shoreland area.


             The Great Bay Estuary provides prime habitat for many wildlife species.
             According to a N.H. Fish and Game study, more than 90,000 birds reside
             in the estuary (source: Inventory of the Natural Resources of -Great Bay
             Estuarine System; N.H. Fish and Game Department; December 1981).       Thousands
             of Canada geese and black ducks rest and feed in the fall.           Osprey are
             common in the spring and fall migration.      Three rare and endangered animal
             species that live within in the estuary include the bald eagle, common
             tern,-and the common loon.

             In addition to excellent coastal habitat, Stratham also has important inland
             habitat areas.      Examples include: wetlands; river and stream corridors;
             forests such as coniferous, hardwood, and mixed woodlands; and open lands
             comprised of meadows and fields.     These habitat types support a wide range
             of animals including game species such as deer, coyotes, raccoons, rabbits,
             and pheasant.      Stratham's prime wildlife habitat areas include the
             Squamscott River corridor and an extensive tract surrounding the Winnicut
             River.


        f)   Hydropower:   There are no hydropower dams in Stratham, nor are there plans
             for any in the future.     The hydropower market is not as strong as it was
             ten years ago (during the height of the nation's energy shortage) because
             of uncertain markets for electricity, environmental restrictions, and alter-
             .native power sources which are more economical.

             Harnessing hydropower is not always benign to the fish, animals, and people
             that use the impacted river.       Hydro development can result in the loss
             of productive habitat, degrade water quality, and cause direct mortality
             of 'fish (especially juvenile fish traveling downstream) and other aquatic
             organisms.




                                                 37








               If any hydropower' facilities are proposed in the future, no decision should
               be made by Town officials until a thorough site review and evaluation is
               performed. The cumulative impacts of hydropower dams along the river should
               also be considered.


         g     Fire Protection:     Stratham's Subdivision and Site Plan Review Regulations
               enable the Planning Board to require fire safety facilities, such as fire
               ponds and dry hydrants.        Historically, the Board has     required at least
               one fire pond and dry hydrant within or adjacent to a large development.
               Considering the regular occurrence of wetlands throughout Town, development
               engineers have had no problem locating areas suitable for      fire ponds.

         h)    Conflicting Uses:      The principal conflict that exists between competing
               uses involves Great Bay, which receives waste water flows       from the municipal
               sewage treatment plants of surrounding towns (i.e.,            Exeter, Newf ields,
               and Newmarket), and where recreational and commercial fishing takes place.
               This conflict could be mitigated by upgrading these treatment plants, and
               separating their combined storm sewers, and discouraging significant
               increases of sewage loading to the Bay.

         Management of Potential Threats

         Section III, "Potential Threats to Water Resources", presents a full discussion
         of existing and permitted future land uses that pose threats to water resources
         within Stratham.      A brief discussion of Stratham's primary potential threats
         to identified water resources, including mitigation measures, is presented below.

         1)    Large community septic system :        An advantage of cluster development is
               that facilities and utilities can be concentrated and centralized. However,
               this creates the potential for large community septic systems.                 These
               systems can generate large volumes of effluent in a relatively small area.
               Because of concerns regarding long-term maintenance, hydraulic mounding
               (i.e.-, induced water table rise), and groundwater contamination, the Town
               should discourage very large community systems (i.e., greater than 10,000
               gpd).   Rather, smaller systems should be separated by a specific distance
               that is proportional to the systems' design volume.

               As presented in Table 4, three condominium developments currently use large
               community septic systems.     Their monitoring wells, as required by the N.H.
               DES, should be regularly and carefully checked. In this way, the homeowners
               associations and the Town will have ample opportunity to respond if a system
               malfunctions.


         2)    Town Dump:    This facility is located within the Bunker Fill aquifer.            As
               mentioned earlier (in Section III), it has been presumed that the drainage
               from the dump is toward the east - away from most of the aquifer's remaining
               area.    Nevertheless, the Town may consider placing an impervious lining
              .under the dump to collect its leachate.       Capping the dump with clay, which
               continues to be performed by the Town, will significantly reduce the
               leachate generated at this site.

         3)    Road Salting:      Stratham contains tip. major., highways (e.g., N.H. Routes
               101 and 108) that are heavily salted during winter months. Certain segments
               are located over parts of Stratham's primary aquifers (see Map G).              Road
               salting should be minimized throughout Town, but especially along roads


                                                     38








              that overlay aquifer areas.         Road salt reduction methods are specified
              in the following section under "Nonregulatory Programs", #8.

         4)   Salt storage:     The Towns salt storage shed is located within the Bunker
              Hill aquifer,    Even though this facility is covered, Town officials should
              closely monitor potential leaching effects on the aquifer.           If necessary,
              this site should be relocated.


         5)   Agricultural runoff:       Areas of tilled farmland can be found throughout
              Town.   Also, two major dairy farms are located west of Routes 101 and 108.
              Farmers should employ Best Management Practices (promoted by the Soil
              Conservation Service) for manure, herbicides, pesticides, and fertilizers
              in order to minimize agricultural runoff that could be harmful to surface
              and groundwater resources.

         6)   Pesticide application:        Thirteen sites throughout Town have been, and
              continue to be, sprayed with pesticides.              In addition to using Best
              Management Practices, "integrated pest management" using biological pest
              control should be considered for these sites.


         7)   Underground storage tanks: Twenty active or abandoned underground petroleum
              storage tanks have been identified and described in Appendix IV.                While
              all of these should be considered potential risks to water resources, one
              of these tanks, located at site 5 (see Map G), should be of particular
              concern because it lies within the Stratham Hill aquifer.         Further measures
              to manage underground storage tanks are described in section VIII.

         As a final note, most existing and future non-residential land uses, particularly
         those which use and discharge water, should be regarded as potential threats
         to surface and groundwater resources.       Sites with failing septic systems should
         also be considered potential threats to water resources.

         Additional management and protection techniques for water resources are described
         in the following section.



         VIII. RECOMMENDATIONS FOR NEW OR REVISED POLICIES AND PROGRAMS


         Notregulatory Programs

         It is recommended that the Town of Stratham employ the following nonregulatory
         programs in order to manage and protect its water resources:

         1.   Through hydrogeologic studies and pumping tests the Town should determine
              the viability of its identified aquifers (depicted in Map F) as future
              sources for a municipal water supply.

         2.   The Town should consider redefining the Industrial District, by moving
              its western boundaries east, in order to protect Dearborn Brook.                  The
              western-most part of the Industrial District also contains an aquifer area
              (as depicted in Appendix IV).

         3.   The Town should meet with Exeter officials to discuss the            possibility of
              obtaining a short-term water supply, as discussed in the             1989 Dubois &
              King study (previously cited).        Stratham officials should     also determine


                                                    39








               the feasibility of Exeter extending its water lines into Stratham along
               Route 101.


         4.    Educational and informational programs should be developed in order to
               provide the general public with an understanding of the operation, proper
               use, and maintenance of septic systems and leach fields (i.e., regularly
               pumping out septic tanks, avoiding disposal of hazardous or harmful wastes,
               e t c - )This would likely prevent unnecessary system contamination and
               failures, thereby protecting surface and groundwater resources.

         5.    Develop a septic system inspection program, especially for primary aquifer
               recharge areas, in order to ensure that these systems are adequately
               maintained.


         6.    Continue to promote and participate in the annual Household Hazardous Waste
               Collection, sponsored by the Rockingham Planning Commission.           For past
               collections, Stratham's share of the costs was funded directly by the Town.

         7.    Continue to appropriate money for land acquisition to be used          .for the
               protection of land and water resource conservation areas.             There are
               generally five different methods for protecting these natural areas:

               a)   Land Purchase;
               b)   Option of Right of First Refusal;
               c)   Purchase and Resale;
               d)   Bargain Purchase;
               e)   Easements - Conservation Restrictions and/or Purchase of Development
                    Rights.

               Conservation funds enable the Town to act on short notice when a valuable
               parcel of land is threatened.      This land may be of critical importance
               for protecting significant wetlands, shoreland, wildlife habitat, or
               recre-ational areas.

         8.    The Conservation Commission should also seek land acquisition funding
               through State and Federal grants (e.g. Trust for New Hampshire Lands, the
               Land and Water Conservation Fund, and the Pitman-Robertson Fund through
               the N.H. Fish and Game Department).

         9.    The Conservation Commission should work with people who own land having
               conservation potential by promoting the tax incentives associated with
               the donation of land or easement restrictions.      The Current Use Assessment
               Program also provides tax abatements on parcels of 10 acres or more or
               on "natural preserves" of any size.

         10.   The Stratham Planning Board should work with theIr counterparts in
               surrounding towns to promote land use planning practices that are mutually
              ,beneficial to protect the Squamscott River and Great Bay and common
               watersheds, wetlands, and aquifers.         Stratham may choose to develop
               inter-municipal agreements (pursuant to RSA 53-A) to protect these shared
               resources.  During the 1989 session, the N.H. Legislature approved Senate
               Bill 161 which authorizes agreements between municipalities to_develop
               water resources management plans.





                                                   40








        11.  Continue and enhance the Town's program to reduce the amount of road salt
             used, especially in aquifer recharge areas.       The following methods should
             be employed:

             a)    Emphasize mechanical snow removal;
             b)    Mix sodium chloride with calcium chloride and/or sand to reduce the
                   total amount of sodium chloride applied;
             c)    Periodically re-calibrate salt spreaders so that they apply the correct.
                   amount of salt/sand mix; and
             d     Post areas where reduced salting is practiced, which will encourage
                   drivers to reduce speeds and drive more cautiously.

             This program should be adopted for both Town and State-owned roads.             In
             the meantime, the N.H. Department of Transportation should be notified
             of the Town's desire to reduce road salting within its primary aquifer
             areas.


        12.  Develop a program to inspect and maintain drainage control facilities,
             (e.g. catch basins and detention ponds, and culverts) throughout Town.
             If these devices become filled with sediment, they can no longer perform
             their function.


        13.  Develop a program emphasizing      water conservation.    Using less water may
             increase the efficiency and        useful life of individual sewage disposal
             systems throughout Town.

        14.  Encourage farms and pesticide      users to employ Best Management Practices
             (BMP's) as prescribed by the Soil Conservation Service.           BMP's include
             storage of manure in concrete      pits, and more efficient and better timed
             application of fertilizer and pesticides.

        15.  Develop a water quality data base for monitoring contamination events in
             both surface and ground waters throughout Town.

        16.  The Planning Board should be kept informed by the Rockingham Planning Commis-
             sion regarding the availability a-ad appropriateness of regional or State
             water resource data.


        17.  The Great Bay estuarine system has been designated as the Great Bay National
             Estuarine Research Reserve by the National Oceanic and Atmospheric
             Administration (NOAA).    The Great Day reserve is one of 17 throughout the
             country.   The research reserve system is a non-regulatory federal program
             that emphasizes research, education, and land protection.         The Office of
             State Planning has provided the initiative in establishing the program
             in New Hampshire, although once under full implementation, the State Fish
             and Game Department will assume program responsibility.

             Another organization committed to conserving the land and water resources
             of Great Bay is the Great Bay Estuarine System Conservation Trust (GBESCT).
             The GBESCT is a private, non-profit citizen's group whose membership is
             drawn largely from the Seacoast area.        Although originally organized as
             a, local land trust, the GBE8CT also has worked to protect water _quaLity,
             as well as air quality and critical marine habitat.

             In order to promote the protection of the Great Bay Estuary, the Town should
             work with the abutting landowners, the Office of State Planning, the GBESCT,

                                                  41








              the Water Supply and Pollution Control Division, the Fish and Game
              Department, the Rockingham County Conservation District, and the Rockingham
              Planning Commission on wise land stewardship of the watershed.

         The costs of instituting these nonregulatory programs are expected to be vari-
         able, but relatively low. For example, any assistance provided by the Rockingham
         Planning Commission is either at reduced cost or no cost, as part of Stratham's
         annual membership in the Commission.

         The most expensive programs include hydro geologic studies and land acquisition.
         Costs associated with land conservation efforts involving donations of land
         and easements would involve survey, legal, and recording fees.      The outright
         purchase of these lands or the purchase of development rights would obviously
         entail substantially greater costs.

         Household Hazardous Waste collection and disposal costs, which can be expensive
         even, in a regional program, may in the future be covered by the dues paid to
         the Lamprey Regional Solid Waste District.    Matching funds are available from
         the Waste Management Division of the N.H. Department of Environmental Services.

         Virtually all of these nonregulatory programs could probably be carried out
         by existing voluntary and paid manpower.    It should not be necessary to hire
         additional personnel to conduct or supervise any of these activities with the
         possible exception of #2, establishing a septic system inspection program.
         Hydrogeologic studies, however, would require contracting with professional
         consultants.


         Regulato-ry Programs

         The Town of Stratham. enforces a building ordinance, a zoning ordinance, sub-
         division regulations, and site plan review regulations.   All have been reviewed
         and found to contain provisions specifically pertaining to water resource
         protection-(except for the Building Ordinance).

         All options for regulatory programs (required by the State's Administrative
         Rules for water resource plans) were considered, and the following new or revised
         regulatory programs are recommended in -order to improve and/or enhance existing
         local water resource management and protection mechanisms:

         1.   An aquifer protection ordinance should be adopted by Stratham to protect
              its primary aquifers - the Stratham. Hill, Bunker Hill, and Skinner Springs
              aquifers (depicted in Map F).  As previously discussed, these areas warrant
              further water resource evaluation to determine their viability as municipal
              water supplies.

         2.   Eros-ion and sedimentation control regulations should be adopted by the
              Planning Board.    These regulations provide standards and guidelines for
             ,development planning, for the purpose of controlling erosion and preventing
              sediment transport to wetlands and streams. The Rockingham County Conserva-
              tion District has developed a model ordinance which the Town could use
              as a starting point.

              Stiatham should develop its own Underground Storage Tank (UST) regulations.
              Requirements to be considered are as follows:

              a)  Require the removal of  all abandoned tanks;

                                                42








             b)   Ban all new underground heating oil tanks with a capacity of less
                  than 1,100 gallons.   These tanks need not be registered with the N.H.
                  Water Supply and Pollution Control Division, thereby making them diffi-
                  cult to monitor and regulate;
             c)   Amend the Site Plan Review regulations to require development plans
                  to identify the location, type, content and capacity of each proposed
                  inground petroleum and chemical storage tanks in order to maintain
                  a current inventory-

             The N.H. Water Resources Action Project has developed other such guidelines
             which Stratham could use to develop and administer a local UST regulatory
             program (source: "Guidelines for Controlling Underground Storage Tanks",
             Tools for 'Community Water Supply Protection, N.H. Water Resources Action
             Project, 1985, prepared by Sharon F. Francis, N.H. Natural Resources Forum,
             Sky Farm, Box 341, Charlestown, NE 03603).

        4.   Large subdivisions and the associated roads and drainage facilities can
             have a negative impact on the environment, including water resources.
             The Subdivision Regulations should be amended to require an environmental
             impact study for large subdivisions to insure that the damage to the environ-
             ment is minimized.


        5.   The types of land    uses reviewed under the Site Plan Review regulations
             may require large volumes of water.       These uses have the potential to
             deplete other wells in the area relying on the same groundwater resource
             for their supplies.  Therefore, if a proposed land use requires large water
             supply volumes, the following information should be required:

             a)   The on-site location of the proposed well, its expected yield, pumping
                  duration and quantity (maximum) of water withdrawn;
             b)   Subsurface groundwater conditions (e.g., saturated thickness, direction
                  of groundwater flow, etc.);
             c)   Location of abutting water supply wells, amount of water being pumped,
                  and maximum capacity needed;
             d)   Effect of proposed use on abutting water supplies.

        6.   Amend the Subdivision and Site Plan Review regulations as follows:

             a)   Promote the use of catch basins designed to trap oil and sediments;
             b)   Encourage road designs that require less use of de-icing chemicals
                  (e.g. roads with minimal slope and/or turning radius, etc.);
             c)   Require that runoff be retained on-site and that no degradation of
                  water quality shall occur. This will provide for groundwater recharge
                  through the infiltration of retained water.    This provision will also
                  safeguard abutting properties from increased flows which can cause
                  flooding and erosion damage.

        9.   The Stratham Conservation Commission should consider mapping and documenting
             prime wetlands as authorized under RSA 483-A:7, and subsequently recommend
             their adoption as part of the Zoning Ordinance in accordance with RSA
             675:3.   The State of New Hampshire Wetlands Board is required to give
             special consideration to prime wetlands during the review of dredge and
             fill permit applications.

        Generally, the cost of preparing proposed amendments to regulations and ordi-
        nances is minimal.   Technical assistance can be provided at low or no cost by
        the Rockingham Planning Commission or the Rockingham County Conservation
        District. There would be some expense involved with complying with the statutory

                                                43








         requirements for the publication of hearing notices.   The Town should not need
         to hire any personnel for the preparation of the proposed amendments to regu-
         lations and ordinances-

         Unless the members of the Conservation Commission possess certain technical
         qualifications relative to the mapping and identification of wetland areas or
         can obtain voluntary assistance from qualified residents, some funding may have
         to be budgeted for training or the provision of limited technical assistance
         for prime wetlands mapping.

         Since the goal of the surface and groundwater portions of this Plan is to assure
         that local land use decisions resulting from this planning process are based
         upon the most comprehensive  and reliable scientific and technical information
         available, it is important that all implementing ordinances and regulations
         include: (1) a process that allows applicants for local approvals to present
         documented scientific and    technical information which differs from the
         information used to prepare   this Plan; and (2) mechanisms that would enable
         local decision makers to consider the scientific and technical information
         submitted by the applicants prior to making a final decision.












































                                               44















                                            APPENDICES



                       APPENDIX I     Summary of Well Completion Report Data
                                      for the Town of Stratham


                       APPENDIX II    Public Water Systems Inventory

                       APPENDIX III   Inventory of Underground Storage Tanks

                       APPENDIX IV    Zoning Map and Aquifer Locations

                       APPENDIX V     Future Land Use Map and Aquifer Locations







                                                                                                                                        5UMARY OF iJELL CWLE110f, REPW DATA FOR THE @s- OF SIRATHAM


                                       6ft#                                              MME                           ROAD                                               PARCEL            ELEV            DUMP     U$F R5N TYPE        TOTC,       B.DKO      C-ASING      YTM  YID         Y11.       W,            OVERBURDEN'                 T


                                          @165      3-501                                P.                                                                                                                                                                                                             15
                                          0-4,      77-IC5                               1. 1,ii
                                                                                                                                                                                                                                                                    00
                                                                                                                                                                                                            861                                      46.

                 -4                                                                      R. 1,11@@hroq        Air, .-,I                                                                                                                                                                       t
                                                                                                              App@e .-Ly                               2                                                    99,
                                                                                         611s                 ky:r.--y
                                          L--.                84 3                       7                                                                                                                  87"
                                                                                                                                                                                                                                                                .13. [ILI                                              4
                                                    :71-5@@                              K.                   Ea:ier Rc                                                                                     86;
                                              2     406-2"?                              D. (ook              Barker Rd                                                                                                                  90,0        115.00     2 1, 3D           0.50           J,                    2                     3
                                          j,t                                                                                                                                                                                                                                                    at@                                         -t
                                                                                         -c+e,                - -,,- RJ
                                                    ?1 -62                               @,. ::               --                                                                                                                                                                                                                             2
                                                    177-602                              B. Roy               [email protected] Rd                                                  :6
                                                                                                                                                                                                            084;
                                                    1-;?-14                              Sldrs                  t@:Ja-,:[, F.,
                                       @T 330,      1774:1                               631drs                                Ro                                                                           084 1: J 1    1      1       i4o  11     5. 00          :@G      3                "".01)
                                                                                                                                                                                                            Q19                                                                                                        i2                    2
                                          55@1      1?7-13                               61Elcrs                               Ro                                                           60.0            94/t                                           110  36.110
                                          3@        011 17                               jE I J@, S                                                                                         50.0            84,:
                  tZ6
                                                    1 @7,                                                                                                                                   K-O             94 '37   1                   J.-         .1-@
                                                                                                                                                                                            ?0.0            84,',
                                                                                                                               RL
                                                                                         -L! x                6        Ae                                                                   1,2.0           85
                                                    :17 @,                               -
                                       K' 6^037     177-25,                              K4rrieff,@ir Conocs  r,f Bunker KII     Ave                                                        60.0            .84 /0.)      1      1       Z20.0       4.0-       21.00        3                8.0,1                    1                     2
                                                    06-691                               Burkrid3e Hores Bids Banker   Hili    Ave                                                                          2 0      1    1      1       262.0       89.00      103.00       3    G-@o                                                       2
                                                                                                                                                                                                            88/-,9i221    1      1       260.0       40.00      60.00        3                8.GO                     2                     3
                                       2 5.032@     lj?-919                              R. Ritoel            Bunker   Hill    Ave                                        138
                                          3Q?I      !77-112                              Develco of Stratham Inc Buriker Hill  Ave                                                          120.0
                                                                                                                                                                                                            180:419  1    1      1       235.0       21.05      62.30        3                1). 00                   2-1
                                                                                                                                                                                                                                                                                                                       2                     2
                                       225.0287     177-746                              C. Sewall            Bunker   hill    Ave                                        97                                                             2o0.0       30.00      73.M         3                41-00                                          3
                                       5, G039
                                                    kOo-77                               L. Cartonneau        Bu6,er   hill    Ave                                                                          .84      1    1      1       1711.0                 to.00        3                9.60
                                       225.C344     177-319                              R. Riedel            buniker  hill    Ave                                        Lot IM                            $9i i!22 I    1      1       26D.0       W.OG       W.93         3                9.M                      2-4                   2
                                       125.0300     177-760                              Ferro Structures     off Bacnktr Hill  Rd                                                                          ""p/ :12@1    1      1       100.6       16.00      33.00        3                iGO-GG                   4                     2
                                       225.0110     177-30                               F. Eranuel           Bunker hill Rd                                              37                                              1      1       100.0       25.00      42.00        3                18.00                    12                    2                                    Lr)
                                       225.0214     177-576                              SeaviE4 Bldr.-       E--erf4elld      L,i                                        17                                1 &'6j t,1171 1      i       223.0       15.00      25.00        3                5.00                     1-4                   2
                                       225@G,169    177-470                              Reed & Small         Butterfield      In                                         23                                6Y-6i23  1    1      1       130.0       35.00      72.00        3                15.00                    4                     2
                                                                                                                                                                                                            I. 1                                                                                                                             2
                                       -.0198       M-523                                R. Scaaan            C.W.LfI Rd                                                  2                                 08       1    1      1       40S.0       30.00      45.00        3                1.50                     2
                                                                                                                                                                                            100.6 If4       16/29    1    1      1       160.0       12.GO      50.00        3                                                               2
                                       -5.0021      177-55                               Erick                Chapman Rd                                                                                                                                                                      10.00                    3
                                       2"5.0323     177-851                              V. Crisp             Coacn    Rd                                                 Lot 3                                      1    1      1       200.0       15.00      28.00        3                60.00                    3                     2
                                       2211.0130    177-440                              1 Lavin Co           Coach    Rd                                                                                   423      1    1      1       200.0       29.00      40.00        3                6.00                     3                     2
                                       225.0181                                          r1acDonald           Coach    Rd                                                                                   /@'j/04  I    1      1       104.0       25.00      27.00        3    0.15        50.00                    12                    2
                                                    406-626
                                       21;.0116     '177-394                             D. Cook              Coach    Rd                                                 i5                                         I    1      1       120. 0      40.00      53.00        3                11-00                    12-4                  2
                                       22c                                               Peck                 Coach    Rd                                                 12                                :@3/23   1    1      1       200.0       3O.D0      42.00        3    1.00        5.00                     14                    2
                                       MI73         4:t-516                              0
                                                                                                                                                                                                            /:2/03   1    1      1       204.0       40.00      95.00        3    2.00        15.00      15.00         3
                                       225.0118     3-4W                                 W.t-stowell          Coach    Rd                                                 8                                                                                                                                                                  2   YL
                                       225.0217     406-M                                84 Gerkin            Coach    Rd                                                                                   7/62105  1    1      1       142.0       10.00      21.00        3    1.00        6.00                                           2
                                       22'.9*72                                          ft. Assoc:&,es       Coach    Rd                                                 6
                                                                                                                                                                                                            1,S/22   I    L      1       U2.0        52.00      6S. M        3    1.25        5.00@.                   3                     2
                                       225.0223     06-M                                 Pre Im               Coach    Rd                                                                                   I7JL5/18 I    1      1       282.0       47.   00   63.00        3    0.50        25.00                    13                    2
                                       225.0178     1236-2                               Lamprey Bldrs        Coach    Rd                                                 2                                 R7125    I    1      1       185.3       15.00      21. M        3    1.00        10.00                    1-14                  2
                                       225.0123     406-419                              M. Associates        Coac:h   Rd                                                 it                                1,428    1    1      1       120.0       32.60      Q.00         3-   1.50        5910P                    2                     2
                                       225.0263     17i-691                                                   Co@ch    ad                                                 17                                7109/W   1.   1      1       16.0        12. 00     21.00        3                12.W                     4
                                       22S.DI27     457-86-46                            T. Vandewter         Coach    Rd                                                 12                                         -1,         1       225.0       60.00      74.00        3    1.00        Iq.qD                    2-4                   2   YL
                                                              -850                                            Coach    Rd                                                                                   ic,6/01  I    1      1:      7140.0      2                                        9. 00
                                       225. OUI     177                                  h. Cook;                                                                         Lot 13                                                                     S.00       50.00        3                                         4                     2
                                                  157-86-
                                       225.0146               4@                         A. Oliveira          (cacn    Rd                                                 4                                          1    1      1       300. 0      40.00      50.00        3    1.00        5.00                     12-4                  2   YL
                                       225.0290     177-734                              M 13 Mrs             off Coach        Rd Humes Ct                                4                                 7/i,/14  I    I      1       180.0       15.00      26.0D        3@               30.00                    2                     2
                                                                                                                                                                                                            '0/14                                                                                                                            2
                                       221.0281     177-736                              M I J Mrs            off Cox,.        Rd alies, Ct                               2                                 7,1.     1    1              UOkO,,,     30.00      65.00        3.               15.00                    3
                                                                                                              ountryfa@i                                                                                                                             45.00      63.00        3@'              15.00                    4
                                       225.0326     177-869                              R. Mal               C                                                           L                                          I    1      1       "160                                                                                                21
                                                                                                                                                                          ot 22
                                                                                                                                                                                                                     1:   1      .1      125.0                                    1. M        30.00      15.00         2                     3,
                                       225.0245     208-2554
                                                                                         Garneau Consf        Country  Farm s                                             t                                 7/                                       45.00      60.00
                                       225.0241     208-2555                             Garneau Const*       Country  Fare    Est( - is'-                                11                                         1'   1      1       la
                                                                                                                                                                                                                                              0,:.1. 30.00.     40.00        3    1.00        9.00      .15. M         2
                                       225.0282     177-757                              J. Pearson           County Fare      Est                                        16                                7,',.,/ioI    1      1       200.0   1   70.00      83.00        1                25.00                    4                     2
                                       225.0220     406-785                              F. McKenna           County Farm      Est                                                                          7/1L V25 1    1      1       IBM         44.00      60.00        3    1.00        6.00                     1                     2
                                                                                                                                                                                                            7



                                       '25.0233               -627                       B. Brisow
                                       -            177                                                       Cc@nty Fare      Est                                                                          71'./17  1    1      1       120.0       30.00      48.00        3                10.00                    3                     2
                                       21                                                J. Mccailojqh        Crest View Ter
                                       -,@.O'K      406-598                                                                                                                                                 V12      1    1      1       142.0       12.00      21.00        3    1. D3       60.00        5.00        12                    2
                                                                                                                                                                                                            's


                                                                                                                                                                             M                              min      M                   M











                                         225. 02 72   457-$5-37                           j@                                                                                                                                                                           6             1 -   2,1..
                                                                                                                                                                                                                       8z
                                         225.0104     406-356                  j. rccullou@n C6nst                        Crtstviw Tc,7                                                                                                                          1,-,2.0             11.06 ',!. 00                  5C
                                         225.0017     177-41                   Frois ConsE                                Depot 5 Duntarton C&@                                                                                                                                                                                 1O.CO                    2                       2
                                                                                                                                                                                                                                   1@             @I    1        120.0               8.00  21.CG        ,
                                                      177-150                  Glengarry Condo                            off Depot       Ro                                                                                                      1     1        300.0               5.00  23.GO        3                       30.00                    6                       1   C4:06(6)ms@jle
                                         225.0052                                                                                                                                                                      't          @ -I
                C14                      225.0053     177-151                  Glerwry Condo                              oft Depot       Rd                                                                   11 1]5;@                  I        I     1        505.0               5.00  27.00        3                       30.00                    6                       1
                4)                       225.0054     177-163                  Glengarry Condo                            off Depot       Rd                                                                   '00:0                                                                 5.00  27.00        3                       25.00                    3                       1
                60                       225.0115     177-391                  Perro Structures                           Depot           Rd                                                                                                      1     1        140.0               MOO   31.00        3                       10.00                    2                       2
                0                        225.0044     177-110                  J. Schmartz                                Depot           Rd                                                                                                      1              205. 0 jr           4.00  21.00        3                       4.00                     1                       2
                                         225. US      40b-246                  D. Hamel                                   Depot           Rd                                                                   120.0                              1'    1        150.0               15.00 21.00        3        1.50           6.00                     2                       2
                                                                                                                                                                                                                                                                 240.0               15.00 25.00        3                       5.00                     3
                                         225.0198     177-546                  W. Saidla                                  Depot           Rd                                                                                             I        I@                                                                                                                             2
                                         225. W43     177-337                  Swale.Corp,                                Depot           Rd                                                                                                                  "100.0                 14.00              3                       40.00                    2                       2
                                         225, U96     177-IU                   J. Dabney                                  Depot           Rd                                                                   so    .0            *14   1        1     1        1W.0                16.00 31.00        3                       50.00                    2                       1
                                                                                                                                                                                                                                                                 162.0               12.00 21.00        3        1.25           7.00                     124                     2
                                         225.0175     406-5U                   A De@el Inc                                Depot           Rd                                               19                                      5     1
                                         M G. 74      457-Bo-108               0. Packard                                 Depot           F. J                                             21                                                          A         200. a              MAD   40.00        3        1.00           15.00                    1                       2   YL
                                         225.0237     177-97                   Americv Land                               Depot           Rd Dxbwton Oaks                                  30                                            1              1,       100.0               18.00 31.00        3                       100.00                   1                       2
                                         225.0238     177-598                  ker'can Land                               Depot           RdiDunbarton Oaks                                                                              1  t 1@        1        100.0               W. 00 64.00        3                       100.00                   1                       2
                                         215.31.4     204-6U                   1. Farrell                                 Doe Run Ln                                                       62                                            1              1''      100.0               50.00 60.00        3        0.2)           25.00    20.00           3-4                     2
                                                           -P9                 -se,)Id Realty Trust                       Doe Run Ln                                                                                                                    1        140.0               12.OU 26.00        3                       50.00                    1                       2
                                                                               4o
                                         225,0168     177-@O                   I. Bayer                                   Doe Run         Ln                                               28                                                     1     1        100.0               50.00 63.00        3                       100.00                   1-4
                                                                                                                                                                                                                                                                                                                                                                                 2
                                         225.0126     204-635                  J. Farrell                                 Doe Run         Ln                                               I                                       -03   1        1     1        150.0               55.00 70.00        3        0.25           12.00    20.00           1-4                     2
                                         225.0321     2C.1-2659                Northern Devei Corp                        Drurg Plains                                                     Lot                                     7." 1,"161     !     1        125.0               87.00 100.00       3        1.00           10.00    20.00           4                       3
                                         225.0157     177-502                  Henry M. Construction                      Drury Plain Rd                                                                                           ii'15 I        I     1        180.0               30.00 67.00        3                       MO                       1                       2
                                         221,0228     177-61.2                 Lamprey Bldrs                              Drury Plains Rd                                                  10                                      i16   I        I     I        U0.0                70.013 90.00       3                       25.@O                    34                      2
                                         r5.0129      177-443                  Rowg;an Kcaes                              Drury Rd                                                         5                                       ..30  1                       180.0               80.DO 90.00        3                       W. 00                    1                       2
                                         225.0345     177-326                  DS G Const                                 DurDarnton Cak@                                                  Lot 31                                  '13
                                                                                                                                                                                                                                   @ w   I        I     I        IaO.0               21.00 40.00        3                       7 GO                     4                       2
                                         MACK         '@77-tl                  T. 'AcA                                    21 Dunbarton    O@,s                                                                 50.0                      1        1     1        80.0                15.00 3C 00        3                       20: CO                   6 -1                    2
                                         225.0CO      172-114                  M. D-ake                                   22 Ounbarton    3a. L                                                                30.0                :@4   1        1     1        180.0               15.00 21.00        3                       20.00                    1                       1
                                         225.KK       177-123                  D. T1,.; L,,de=                            23 Durmbarton   @@<s                                                                 40..                      1        1     1        120.0               20. M @,1.00       3                       15.50                    1                       1
                                         225.GG51,    177-111                  S. Sao,,r                                  29 Dunbarton    62KS                                                                 20    0'            8     1        1     1        205.0               15.00 35.00        3                       10.110                   1                       1
                                         2
                                         '5.13023     177-oO                   G .c @ nd                                  -1 buncytor.    'jKs                                                                                                    I     I        12G.0               5.',0 311,30       3                       io.c@                    1-4                     2
                                         ,                                                                                                                                                                     30.0.
                                         221.0047                              1                                          34 Dxoarton     Ja@s                                                                 20.0                i 5   1        1     1        60.0                15.00 @6. C11,     3                       75-0                     1                       1
                                         @.0310       1177--2@                 0 & G C                                                                                                     Lot @,2
                                                                                                                                                                                                                                                  1     1        143.0               40.@O 63. 0i.      3                       A. O'D                   4                       2
                                         225.0231     177-t"C                  Stra@nam @c.Ati 1,                         Dunwron         s                                                23                                            1        1     1        120.0               3.00  20.0         3                       @2.-C                    1                       2
                                         ?25.0M       i?7-@2@o                 ":.-atham ncz@-                            D@roar-m                                                                                                       I        I     1        110.0               1100  310.@G       3                       ia.@G                    1-4                     2
                                         i @ "I't     17-1-63@                 4 G                                        Dvi3rm                                                           Lot 2;                                  2     1        1     1        140.0               25.20 42.00        3                       15.                                              2
                                                                               6 G C@n-                                   Durbar:,-,      '-a r,                                           Lot                                     -4    1        1     1        175.0               5.00  26.0C        3                       to.00                    4                       2
                                         5                                                -,,es
                                         4-02,4                                                                                                                                            20                                      7              1     1        200.0               PCO   30.Co        3                       ig.                      24                      2
                                                                                                                                                                                           i4                                                     I     I        i 130. 0            211. 3C, 13. -2@   3                                                                        2
                                                                                                                          r               v                                                                                                                                          i. CO              3
                                                                                                                                                                                                                                                  i     1        175.3                                                          sc, "@c                  1                       2
                                                                                                                                                                                                                                                                 luo                 3-
                                                                                                                                                                                           @7                                                                    106.6
                                                                               -.er I
                                                                                                                                                                                                                       84
                                                                                                                                                                                                                                                        1        200.                @O
                                                                                          @c:nes                                                                                                                                                  1     i        1GO.rj              Z 0. 03 15-
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                                                                                                                                                                                                                                                                 50. a               10.60 "j.
                                                                                                                                                                                                                                                                                                                                A. Cc                    1                       2
                                                                                                                                                                                                                                                                 %o. 1               12.,30                                                                                      2
                                                                                                                                                                                                                                                        1                            9.00                                       40.0c,                                           2
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                                              1 @      416-774                Burvjo@, H.,meb                         G:,te@vomm        Commons                                            2                                             1                                      31). 1,                        0. @0         I LK. !11-
                                      .25.0,55         171-591                Sw3lf Cvp                               6.,Irled                                                             0                                   86/                i               ltu@o         'D  30                  3                                                 3- :2                 2
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                                                       171-                   '.@Zaro                                 it; ghl                                                                                                                                                     Ob
                                           [email protected]        1?7-188                Tt,irt lano                                  't t i       @o                                                                          0                                                  6                                                                                  2-1
                  CL                  -                                                                                                                                                                                                                                         30. cl@         6,      3
                                      22 5. a-6i       M-'121                 R .SLammon                              He i gr I s       a                                                                       120. 0         951                                     0        @0. Ob                                       12. U                        2-4                   2
                                      25. 22214        177-04                 C. Roga 11 ", i                                           RQ                                                                                                                                                                                                                7
                                                                                                                                                                                                                               87;                                U.            E . 55                                                                                          2
                                      221.0!54         177-499                S. Harrington                           He i ;,',t        R.1                                                                                    61        1        1     1         20,9 0        5100        t,2, 00     3                    b.G5                         2                          2
                                      125 1XI          '.77-178               3. nerchant                             me: 9.1           R 3                                                                     12,0                     1        1     1              u        L;1.00      t,    D                                                                             2
                  10                  225 CIL          07-324                 Ferro Structures                                          ic                                                                                           t   1        1     i         2DO. 6        lo. 00                                                                                          2
                                      225.M2           177-312                Ferro Structjve@                        @e   v4           RD                                                                                                              i         1103. 10      1 .00                                                                     12-4                  2
                                                                              [email protected] Corp                                                                                                                        -tc.o          45'       1        1     1         il@b             03                                                                     3
                  C1,                 :2,' . 3t           @Ca,                Chapi ar,                                    ",-t.        R,                                                                      :)3.5
                  4                                                                                                                                                                                                            .0        1                                                                                      Uj                                              1    !L
                                                       77-@4?                 D. Aackenzie                                              F d                                                                     121.0          25    6   1              i         ?0.0          3!.@6       5: T-                                                         -4                    2
                                                                                      ftme '-.a-c                                                                                                                                                                                                                                                                               2
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                                      225.0098         M-296                  R. Scamman                              heights           R@ 6 BLr.','r h@ Il                                                                              I        I               [email protected]        @2.00                   3                    8.06                         2                     2
                                      "25. 5iD2@       '77-93                 B. Krooss                               Hlersey           n                                                                                                                                       3.00        -1@ . "L    3                    :5.00                        4
                                                                                                                                                                                                                80.0           -;'17     1        1               ! 10. 0                                                                                                       2
                                      '225. G@05       45MO-87                Soectrum Devel Corp                     Hersey Lrfixt                                                        Lot BA                              :b@       I        I     1         20.()         b5.M        85. 30      1      1. Ca         I . K)                       124                   2    NL
                                      225.0261         177-6%                 Cedar Point Devel                       Hig@, FcInt Rd                                                       Lot 4                               '124      1        1     1         2,10.0        75.00       !Gl . 00    3                    !2.00                        12                    2
                                      225.0292         457-204-87             C. & L. Drenkhahn                       96 high St                                                                                                         I        1     1         200.0         50.00       65.00       3      !.0j          12.00                        12                    1    YL
                                      225.01117        177-412                Symes Assoc                             Olt lm@qt St                                                                                                       1        1     1         140.0         33.53       4S.Blu                                                        12-4                  2
                                      225.0135         177-413                Symmes Assoc                            off High St                                                          2                                   I.:iD6    I        1     1         140.0         33.00       45.00       3                    SO.00                        12-4                  2
                                      225.C,30         177-284                V. Crisp                                x i gn            St                                                 Lot 3                               11,3      1        1     1         1100.0        68.00       84.00       3                    A.Co                         !4                    2
                                                                                                                      hign              St
                                      225.al%          177-518                B. Wilkins                                                                                                                                                 I        I     1         209.0         65.00       90.00                            45.00                        2                     2                                                 r-
                                                                                                                                                                                                                                                                                                                             12.00                        12                    2
                                      225.@266         07-0                   icn Crisp            aSons              Hi gr,            St                                                                                     /10       i        I     1         220. 0        60.60       ?0.00       3
                                      225. G1 71       40t)-534               M. Assoc                                hign              St                                                                                               I        I     1         190.0         30.00       42.00       3      1.50          6.00                         34                    2
                                      225.0249         177-655                Cedar ?Dint Devel                       K, gh             St                                                 Lot 3                               r,!25     I        1     1         2210.0        65. m       M.00        3                    10.0a                        @t                    2
                                      225.0!11         177-374                Kil wy Realty Trust                     High              St                                                 16
                                                                                                                                                                                                                               .:/27     1        1     1         100.0         12.00       28.00       3                    10.00                        12                    2
                                      2215 @042        177-23S                Swale Corp                              nign              St                                                                      120.           .../19    1        1     1         160.0         35.00       47.00       3                    10.00                        1                     1
                                      M.024b           208-2448               R. Dow                                  high              St                                                 25                                            1        1     1         265.0         7B. M       B3.00       1      1.00          15. M        @.M             5                     4
                                      225.G331         177-M5                 V. Crisp                                High.St                                                                                                  -o/02     1        1     1         180.0         S8.00       84.00       3                    20.00                        4                     2
                                      225.0,12         177-375                Kilmory Realty Trust                    high St                                                              15
                                      2                                                                                                                                                                                        @' J27    1        1,    1         120.0         12.00       26.00       3                    6.00                         12                    2
                                      225.0265         177-666                Yer.n Crisp & Sons                      high              St                                                                                     ;,."I'D   .1       1     1         260.0         62. m       ang         3                    25.00                        2                     2
                                      225. U35         177-915                Corver Stone School                     High              St                                                                                     -ght                                                                                                                                             2
                                                                                                                                                                                                                                         1        .1    1         175.0         10.00       21.00       3                    60.00                        2
                                      225.0182         177-5U                 IL, Vilkins                             High              5t                                                                                               1        1     1         200.0         55.00       70.00       3                    7.00                         34                    2
                                      225. ON5         177-SM                                                         @ih               St                                                 Lot  1                                        .1       1     1         2M. 0         65.00       B4.00       3                    6.00                                               S
                                      225.0205         177-570                                                        Highland          Tidewter Rd                                        9                                             .1       1     1         140.0         20.00       31.00       3                    25.60                        3                     2
                                      225.0082         177-164                Rsc-on'.                                29 Hologren Acres                                                                         120.                              1     1         140.0         30.00       42.00       3                    8.00                         2-4                   1
                                                                                                                                            I *                                                                                !D9118             1     1         160.0         38.00                   3 ,
                                                                                                                           lo'en        Acm                                                                                                                                                                                  15. m                        23
                                      M,GlMt           177-416                3@ Stamm -
                                      225.0045         ,177-1@7               He" M. Cost                             hologren          Am                                                                      lU0.
                                                                                                                                                                                                                                                  1,    1         360.0         1.00        42.00       3                    .4.00                        2-4
                                                                                                                                                                                                                               AIM       I 1@il
                                      225. M97;        177-298                R. Scamm                                floleven          Acrq@                                                                                                           1         260.0         35.00                   3                    8.00                         2
                                      M
                                           mat                                                                                          as                                                                      40                                                                                                           3. M                         1-4                   1
                                           .              7-179                       h. Cong                         molwen            Am                                                                                     J4108              I     I         3M.0          Woo         47m         3
                                      225.006,7        77-.@l     PV"i b 'j 6A                                        Holwen            Acres"                                                                                                                                                                               7.00                         1-*                   1
                                                                                                                                                                                                                120.           1;: 11/13 1        1     1         12J.0         25.00       45.00       3                                                 2
                                      225.0079         177-122                1 J B111                                Hologren          Acres                                                                   120.           .::1/13   1        1     1         80.0          30.G0       L2.00       3                    50.00                        2                     1
                                                                                      3 Mrs        %                  Hologren          kres.                                                                   140.           11211V             I     I         J[D.0         3@00        51.00       3
                                      115.=k           177-14S                                                                                                                                                                                                                                                               @.00                         12&
                                      225.00e          177-19t                @rtl                                    Hol*ven,          A a., -e*s                                                              - -
                                                                                                                                                                                                                1220.          1;04j0t   I        1     1         320.0         19.00       42.00       3                    1.50                         1-4
                                                       .177-U                                                                                                                                                   M.                   @"l                1         140.0         20.00       47.00       3                    `30.00                       3                     3
                                                                                      a,
                                      225. OD26 -                                     I aldrs                         Hologm            Acres
                                      225.0086         177-152                h       3 Bldrs                         holwm             Acres                                                                                                                     60.0          10.00                   3
                                                                                                                                                                                                                                                                                                                             50.00                        1
                                      225.0187                                                                        Hologren          Fare id                                                                                Ir
                                                       177-524                B-I"                                                                                                                                             -9/08     1        1     1         260.0         38.00       46.00       3                    60.00                        1                     2
                                      225.0167         177-466                D. Lawlor                               Hologren          Rd                                                 28                                  /-b/16    I        1     1         200.0         35.00       45.00       3                    6.00                         2-1                   2
                                      225. M           177424                 Develco of Strathaa                     Hizes Ct                                                             Lot  12                                                1     1         140.0         MDO         63. M                            15.00                                              2
                                                                                                                                                                                                                                                                                                                                                          14
                                      M.C304           177-763                Lamprey Bldrs                           Hums Ct                                                              Lot  10                             7                  1     1         140.0         20.00       47.60       3                    20.00                        2



         Om                                                                                                                                                                                                                    160








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                                     225.0296            1236-           Lamprey 81irs                               H@mes  Ct                                                                Lot7                             8@        I      1     1       145.0               D. b:  4      @3    3       I.CG          7.00        9.00               14                   2
                                     225.0312            177-            Ldmprey Bidrs                               nures  Ct                                                                Lot 11                           1         1      1     1       U0.0                25. CIO 42. 03      3                     i0O.GO                         14                   2
                                     225.0337            177-910         M    J alks                                 "es    Ct                                                                Lot 13                           li:;Iia   I      I     1       250.0               45.00  62.CO        3                     12. 00                         24                   2
                                     125.0299            177-776         S, Kansedu                                  Humes  Ct                                                                Lot1                             /08       17     1             140.0               15.00  46.CO        3                     15.013                         2                    2
                                     225,0311            172-            M. Eichler                                  Hum    Ct                                                                Lot5                             /:5/13           1     1       100.0               19.00  42.00        3                     15.00                          A                    2
                                                                                                                                                                                                                               /17/26           T,                                                                                                         j
                 W                   225.027             177-879         M & J Bldrs                                 H@aes  Ct                                                                Lot 14                           U                              4.0.0               ,12.00 27.00        3                     100.00
                                                                                                                                                                                                                               110 31    m7     1             200.0               .12.00 30.00        3                     65.00
                                                         177-942         P. Structures                               Jewett Hill Portsmouth Ave
                                     225.0351                                                                                                                                                 R
                                                                         Orchard Homes                               Kirriemuir Condos                                                                                                   "k
                                     225.0031            177-W                                                                                                                                               60'....                            ;"1           1.40.0              V3.00  23.00        3                     30.00                                               2
                                                                                                                                                                                                                               lu/lfjl@ a                                                                                   30.00
                                                         17?-814         Develco of        Stratham                  Long Hill                                                                Lot is                                                          600.0               120.00 146.00       3
                                                                                                                                                                                              .."I                                                                                                                                                         , i-
                                     225-0317                                                                                                                                                                                                                 i0o,".
                                     225.0348            177-%0          G. h J. Sterritt                            Long Hill            Rd                                                  Lot 17                           .'12/20   Ai .',1                                  0,' 125.00 147.00   3                     10.00
                                                                                                                                                                                                                                                                                                                                                           2
                                     225.0314            177-817         Wil4n Cp          Inc                       oft Lovell           Rd                                                                                   '4/19     ':7    1             140.0;              26.00  45.00        3                     60 00  .                                            2
                                                                                                                                                                                                                               t
                                     225.0315            177-816         Macmillin Co      Inc                       off Lovell           Rd
                                                                                                                                                                                                                                                              Loo,,@,             15.00  44..O.Q      3                                                                         2
                                                                                                                                                                                                                                                                                                                            Ir 00
                                     225.0302            Iii-783         Aberdean Realty        Trust                Lovell               Rd                                                                                                                  200.0,,             12.00  42.00        3                                                    6                    2   CM:M(6)=Wders
                                                                                                                                                                                                                                                              W, , -              32.00  42.00        3                     26. 00 f!                      2                    2
                                     225.020             177-619         R. Scamon                                   Lovell               Rd                                                                                   .1,4/02   1,     1     '1                          .0
                                                                                                                                                                                                                                                                                  15     '1.00
                                     225.0284            177-741         Glen Gary Inc                               Lovell               Rd                                                                                   10/26     1 .    1.            260.0               .00                 3                     CA          f                  .2
                                                                         Ilarker'                                                                                                             .3'                              /38/12                                                                                                                      24                   2.
                                     225,0121            367-61                                                      Lovell               Rd                         74                                                                                                           60.00  101.00       3       0.33          ECkJ
                                                                                                                                                                                                                                                iff i
                                     i@R 01Q,            177-782         Aberdeen Realty Trust                                                                                                                                                                                                                              Ii.06                          .   1        . .     2
                                                                                                                     Lovell               Rd                                                                                   /31/12    1 @17@       1 -1                        012.00 39. DO       3                                                    12
                                     225,0333            177-924         F. 5ilva                                    2 Mark               Ave                                                                                  /39130                         175.0               20.00  40.00        3                     16.00                                               2
                                                                                                                     Meadow's             Condo                                                              120                                              k.O                 30.00  63.00        3                     10.00                          2                    2
                                     225.DQ69            177-162         Develco           Inc
                                     225, 0065           177-144         Develoo           Inc                       Meadow's             Condo                                                              120.              '/1 F@    1@     I     1       220.0               30.00  50.00        3                     20.00                          24                   2
                                     225.0067            177-180         Develco           Inc                       Meadow's             Condo                                                              120.Q             /09       1            1       180.0               42.00  50.00        3                     15.00                          2                    1
                                     225,0068            177-181         Develco           Inc                       Nadow's              Condo                                                              120.0             ;"/09-    1            1       160.0               42.60  5O.OD        3                     2O.D0                          2                    1
                                     225,006-            177-222         Develco           Inc                       Meadow's             Conoo                                                              120.0             1.-15/31  1@@ 1        1       260.0               40.00  64.00                              30.00                          2                    2
                                     225, rD66           177-143         Develco           Inc                       madow's              Condo                                                              120.0             ": 2jIO          'I.   *I      2CO.0               30.00  50. W        3                                                    4                    3
                                     225.0070            177-141         Develco           Inc                       mtalcw' 5            C @ndo                                                             120.6             :@)107    1`@    1     1       160.0               40.00  63.00        3                                                    2                    3
                                     225.OB2             177-887         E. Gtilien                                  Cak Ln                                                                   Lot 32                           :@31/04   1      1     1       240.0               30.00  42.00        3                     8.bo                           1                    2
                                     225,0342            177-a82         M h J BlJrs                                 Oakridje             i:                                                  Lot5                             z/01      I      I     1       200.0               30.00  42.00        3                     10.00                          12                   2                                                   00
                                     225,0@@l            177-US          Lal,prey aldrs                              Oakrid@e             Sd                                                  Lot4                                       1      1     1       180.0               25.00  42.00        3                     15.00                          11                   2
                                     225.03"t            177-912         M 5 1 811's                                 Orchard Or                                                               Lot7                             V12       I                                                                                  1O.Lj                          2-4
                                                                                                                                                                                                                                                1     1       275.0               60.00  80.00        3
                                     125.C3-18           177-87a         M@ Nrxt                                     Cr@@.ar@ L,411 Park                                                      Lot6                                              1     1                           50.00  70. N        I                     S,(m                           2                    2
                                     24-5.0-7            177-9@3         @ow,jn H,-:nzs                              jrc@ar@              pl,                                                 Lot 12                           i@ !,05   1      1     1       180,0               55.00  7O.Cu        3                     3O.GO                          4                    2
                                     225.001.4           177-k           Emanuel C@ !no                                                                                                                      60.0              7-        1      1     1       320.0               12.00  21.00        3                     3.00                           4                    2
                                     2,5@0028            177-73          F. EmarLe,                                  Patr;  *ols Ro                                                                          60.0                        1      1     1       400.0               3.00   21.00        3                     3.00                           3                    2
                                     @)5.j531            177-923         R. 1';en                                                                                                             Lot5                                       1      1     1       275,0               3100   44. 'a       3                     5. GG                          1                    2
                                                                                                                                                                                                                                                      1                           0. X
                                     225.ail?            457-86-2        5. Grenier                                  46 Foc W-@od D.                                                                                           J9        1      1             200.0                      56."-        3       1.00          30.00                          2-4-^@               2   YL
                                                                                                                                                                                                                               1113      1        '   1                                                                                                    4-12                 2
                                     225.0'@5            177-609         F. Aent@c.                                  102 -ortsxoL@@       Ave                                                                                                   1             220.0               20.00  40.@O        3                     6@GO
                                                         @57-130-87      - suil@---,                                                          e                                               39                               "18       1      1     1       250.0               21100  4 i. `,]     3       1.00          15.00                          123                  2   YL
                                     225. Ll @'j         177-S39         Eizinue, Ent                                                                                                                                          102       1      1     1       380.0               15,GO  25,C@        1                     5.CQ                           3                    2
                                                                                                                                                                                                             -.3.0
                                                                                                                                                                                                                                         7      1     1       450.01              30. CC, 1 '2. C,    3       1.00          10.50                          4                    2
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                                     225,3.1,4                                pcrt                                   P,-                  Ave                                                                                  96        1      1     11      12o.r               16.                 3                     ca. 5C                         4
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                                                                                                                     F      L i           nAv,                                                                                                  I             280.Ci                                  5                     4. 03                          1                    2
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                                                                              J. L,'!                                                     A,t                                                                                  861              1     1       3CO.0               15,00  ',L). @0     3                     7.00
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                                                                                           1,                                                                                                 2                                $7,              '2    1       ^210                50.00  63-1110      3       0.50          2 5. D1     !2. 00             2                    2
                                                                                                                                                                                                                                                                                                              0,561         .-,). :,,   o.,33              3                    2
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                                           2                177-813              Limpret 51d!                                                   f @;ra@ I.;                                        Lot @2                                                   i        14 r'. 0         85. 00  103 00                             75.00
                                           125.00,13        17 7 -117            W, Bin
                                                                                                                           Rull@fis             Farm 11,                                                                    8Af                     1       1        2COAV            X. DO                                      15.00
                                                     E@     177-     S                                                                                                                                                   0  84:



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                                                            I??- 1.SS                                 S1,;e,r "rkat        @tt                  1@1!                                                               t5.0     85,              1      1       i        @, (1. 0         B. @,o                                                                                        2
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                                           ,25. 01)42       177-611              H. Laboite                                Fte                  K;                                                                                                          1        501'.0           36.00   4b 00         3                    1.00                       !-4                     2
                                           2'15.[@k         1?@-550              r.1'1V.C,4ZK Stf'JCI,@, eS                                     10i                                                                         96               1      1       1        4 i S. 11        1 S. C)     C 0                            2". 00                     4                       2
                                           12, 1U           77-A9                5ha@'., ig;vrarket                        Ft,                  ,M                                                                          '86,'      8     4      1       1        2,3C. C          3.00    21.00         3                    50. 00                                             2
                                           225, 0,' t,      7 7 -t, 1.0             Labxte                                 Rtt                  iz,                                                                                                                                           31. 3@                             @C. GO                     i-4                     2
                                           2
                                                     0                                                                                                                                                                                                                                                                                                                              2   Cn: OBt 6' ) zf
                                           @5 0 4i          l7i-IL2              @tratrz A;way                             Rte                  1@1                                                                80.0     95.:,-  1,       1      1                2G3. 0           W                                          N.M
                                                                                                                                                                                                                                                                     2C.O. 0          3. 00   2@.                                (5. 00                     0                       2
                                                     I J@   1-17- Iq             Sr'.36, s Spei ma-, E,                    R@t                  1                                                                                            4      1       1
                                           221. @G: 2       77-33                Fi@ar@s Pl,@                                                          F:-@                                                        80.0     44i        5     4      1                400. D           3. CJ   21 @0                              5. N
                  1:6
                                           225                                                                                                                                                                                                                                                       0             1.0a                                     4                       2   YL
                                           22,                                                                                                                                                                              i6                                                                2f'                  0 @tl         9            1'- 00        2                       2
                                                     ',3'7                       A. Cc*.e
                                                                                                                                                                                                                                             1              i        :6E. 0           X.                           5..",         ; Z.,                      1-4                     2
                                           22' .0i,9        367-13               Yankee koo nrKet                          Rte                  I'"'t                                                                                        4      1       1        360.0            18.00   41 . 301      3      6.33          1.00                       2                       2
                                           225.0275         457-125-87           S. Bceys                                  R@,ssell             Cr                                                 Lot 4                            !,:7     1      1       1        150.0            55. 03  8i. GO        3      1.00          40. 00                     12                      1   IL
                                           225.0216         457-86-171           J. Mrptv                                  Ru@sel;              Dr                                                 2                                :1/13    1      1       1        225.0            70.00   81.00         3      1.00          25.00        30.00         124                     2
                                           225.Qlk?         (57-86-IU            B@wtr@, Wt                                R@@ssell             Dr                                                 1
                                                                                                                                                                                                                                                    1       1        250.0            50.00   67,00         3      1, 00         10.00        20.00         2-3                     2   YL
                                           '25. 0349
                                                            177-955              8. Robertson                              R@,ssell             Rd                                                                                                  1       1        140.0            50.00   63.1,0        3                    30.00                      1                       2
                                           225.0162         177-457              R. Scarx                                  Sancy Foint          Rd                                                                                  !-,3     1      1       1        403.0            12.00   20A           3                                                                       2
                                                                                                                                                                                                                                                                                                                                 1.50                       1
                                           125-03%          177-M                R. McFay-land                             Sdidy Point          Rd                                                                 120.0            iJ7      I      I       1        180.0            5.00    21.00         3                                               3                       1
                                           225.0298         177-775              Qual i t y douts                          Sandy Point          Rd                                                 Lot 5                            -i:8     I      1       1        400.0            5.00    209.00        3                    2.50                       3                       2
                                           225-0055         172-218              Swale Carp                                Sandy Point          Rd                                                                 120.0            S128     I      I       1        120.0            9.00    21.00         3                    25.00                      2                       2
                                           22S.0225         177-617              Ouality Hues                              Sandy Point          Rd                                                                                  :.*,!0,. 1      1       1        200.0            4.00    20.00         3                    6.00                       6                       2   C,1:08(6)=fill
                                           225.00%          177-349              Swale torp                                cnr Sandy Pt 6       Depot Rd                                                                            @V29     1      1       1        500.0            15.00                 3                    1.25                       2                       2
                                           225.0213         177-571              N. Beairsto                               Cfr Sandy Pt &       Depot Rd                                                                                     1      1       1        100.0            30. M   SIM                                MW                                                 2
                                           225.G271         177-699              Security Homes Inc                        Scammon Farts        Rte 101                                                                             -;/10                                                                                        50.00                      1-4                     2
                                                                                                                                                                                                                                             I      1       1        340.0            44.00   U.00          3
                                           225.C270         177-700              Security Hows Inc                         Scamn Farts          Rte 101                                                                                      1      1       1        445.0            U. 00   69.00         3                    20.00                      1-4                     2
                                           225.0138         177-408              ?am Structures                            Smith Farm, Rd                                                                                                    1      1       1        220.0            11.00   26.00         3                    7.00                       4                       2
                                           225.0139         177-407              Pe@@ WUiu*res                             Smith F&,m Rd                                                                                            :):124   1      1       1        140.0            11.00   27.00         3                    20.00                      4                       2
                                           225.0194         -177-537             American Land                             Squamscott Rd                                                                                                                                              M.M     $2. M                              5M                         L                       2
                                           225.0193         i77-5m               Americin Land                             SQJUSCott Rd                                                            2                                '103     1      1       1        SM. o            40.00   54.00         3                    30.00                      4                       2
                                           1225.0160        177-480              Pipers Idg           Gen Partnership      Strathm              Cir I Rte 108                                                                       .-,7/08  1      1       1        460.0            11.00   25.00         3                    6.00                       1                       2
                                           .'225.0277       3-794                P.A.ChxM                                  Strathas             He*s Rd                                            Lot9                                                     1        323.0            20.00   52.DD         3      1.00          50.00                      4                       2
                                                                                                                  0
                                                                                                                                                                                                   Lot 55
                                                            457-12   -8@         R.                                        @trathw              Heigh@s Rd                                                                                   1      1       1        400.0            185.60  215.00        3      1.00          12.00                      5                       1   YL
                                           225.0133         i*43j                D. fjYjr                                  Strathas             he4ts Rd                                                                            -2,5120  1      1       1        160.0            S9.00   60. W         3                    2.50                       2-4                     2
                                           vs. M            457-247-87           C.                                        t                                                                                                                 I      1       1        275.0            45.Q0   60.00         3      1.00          3.00                       124
                                                                                                                           5 rethaa             Hqts Rd                                                                                                                                                                                                                             I   YL
                                                                                                                                                                                                   21
                                                                                                                                                                                                                                    '39/05
                                           225-019C         .177-521             0 &AW 15             - -                                                                                                                                                   h  ,     140.0            30.00   40.00         3                    10.00'                     4
                                                                                 Re                                        U111thal             "s
                                           2ii.QiiC D?-k7                                                                  Strethaa             Wo(@@                                              2W                               :is/04   I'     'I "I      1     360.0            50.00   100.00        3                    30.00                      4
                                                                                 Reed
                                                                                                                                                                                                                   to                        I              1        100.0            5.00    21.00         3                    20.00                      1
                                           MAU %-1177-15                                                                   $trathat             Woods                                                                               04/11                                                                                                                                           3
                                                                                                                                                                                                   IE
                                                                                                                                                                                                                                             1              .1       6M.0             55.00   IM100         3                    20.0.0
                                                     0230   @77-635              StratW*Ity'7rust-;-                       Sweester             Farv
                                           225.0212         243-28               aAridw.ws Bldirs                          Sweetland            Way                                                                                 ;36/09   1      1       1        205.0            .45.00  60.00         3      2.00          30.00        8.00          1                       2
                                           225.0208         243-2j.'..           Wridgi               dous-Bldirs     '@-Sweetland              Way                                                                                 /01/24   1      1                230.0            78.00   90.00         3      2.00          30.00        6.00          14
                                                                                                                                                                                                                                                                                                                                                                                    2
                                                                                                                                                                                                                                                                     0.0'             50.00   64.00         3      2.00          2.00         30.00         It
                                                                                                                                                                                                                                                                                                                                                                                        YL.
                                                                                                                                                                                                                                    G8 29 .,1       1
                                           225. M           243-22                                                   "'Sweetland                Uiy
                                                                                 &iV                                                                                                                                                                                 2S5.0            65.00   82.00         3      2.00          35.00        10-M          It
                                                                                      I                                                                                              .             5,        .     . .
                                           225.02101        2                                                              Sweetland            Way                                                                                                                                                                                                                                         0
                                                            04                          doe           "i@ eldrs,                                                                                                                                                                                                                                                                    2
                                                                                                                                                                                                   6                                i06/D5   I
                                           225.0211         243-27               Sur@ridge            Wg,4j.AI&s:.         Sweetland            W4y I,                                                                                                      1        230. o           37.00   50.00         3      2.00          I0.D0        8.00          14                      2
                                                            243-23         @-,6uririw                                      sw"tlar@             way                                                2                                                                                                                                                                                2
                                           225.0207
                                                                                                                                                                                                                                    /11127   1      1       1        255.0            58.00   72.00         3      2.00          3.00         15.00         14
                                           225.02D9         243-25               &rkridge             HWs 81&s             Sweetland            Way                                                4                                         1      1       1        155.0            14.00   50.00         3      2.00          24.00        5.00          14                      1   Yl.
                                           225.0122         367-70               P. Gralzme                                Tall Pine            Dr                                                 4                                         1      1       1        120.0            30.00   48.00         3      0.17          8.00                       1-2                     2
                                           KSM91            CL6- IQ40            Royt Corit                                Tall Fine            Rd                                                                                                          1        142.0            27.00   40.00         3      0, q          20,00                      12                      2






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                                                                                                                                                                                                                                                                            !O.W 10.00 1                               2
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                                211". 0.17L.       "t-          E@, i lu     x@ t@-t             i                   @c-                                                                '101/14     1     ;     ,         [email protected]     20.03           ' 16           50       5:.. 00                1                          Yi
                                22s - 0." t        @8           $6dlt                            I i4t.ater          R@,                                    10                          *5112       1     1     -,        @?I@      6.W         17                            0)
           @-A                  12'. C 1 bt        746:1        P                                T; @;,@at e r       5,:                                    9                           10f/16      I     I     i         :10: D    9.00        1@. W    3                    "1:1                 2                   2
                                12S Po@            177-5E8      A. pelci@@                       T: o. ater          Rc                                     2                                       1     1               14- @O    11.00       21. N    3                    CIO                  4                   2
                                                                Sa, 'etL ":'P                    '[email protected]                                                  6                                             1                         10. 'U      20. C.'                       60                   2
                                '25. C@-                        R .G--. :-,,1                    -@--er              mc                                     1                                                                 0     'is. :2     217 @Cl't          ?5       7. L1@                 I
                                                                                                                                                                                                                                                                                                                       2
                                                                                                                                                            Lot 3                                                         .,o. 0    , 0. 06     @,!. b(:                      Lie                  14
                                                                                                                                                                                        @/04/             1
                                21                 35           Dt ve I co                                                                                                                                                          15.@D       "u-.00   3                  23                     4                   2
                                                                                                                                                                                        401                               0@ 0      1 @ @,j     3                             N)                   4
                                                                                                                                                                                                                                                                                                                       2
                                @2t  5@'                        G. Boura@@6                                                                                                                                                         1.1) 3@i    41@611                        30                   2
                                                   50-4$        k. Clear                         0, i                1                                      2                                                   i                      OG                3      G. 1@       i.l. all               2                   2
                                225.0038           604-94       R. Eldon                         inior,                                                                       K.-T,     /09/26      1     1     1         15C., 0               21.EO    3                  3.00                                       3
                                                   172-3118     N. ejuntioer                       - @Z'nut          Ave                                                                                        1         200. 0    13.00       21.03    3                  10.00                  12                  2
                                ;-25.0268          177-702      $wale Corp                       Walter,way                                                 Lot   4                                 1     1     1         100.0     30.00       42.GG    3                  20.00                  2
                                                                                                                                                                                                                                                                                                                       2
                                225.024a           177-7G3      Swale Corp                       Walter ay                                                  Lot   2                                 1     1     1         120.0     30.00       46.00    3                  15.00                  2                   2
                                225.0269           177-761      Swale Corp                       Walter 6ay                                                 Lot   3                     ?j69/14     1,    i     1         340.0     30.00       42,00    3                  30.00                  2                   2
                                225.0276           406-9,15     J. LaRosa                        Weagewaod Or                                                                           7108121     1     1     1         102.0     18.00       46.00    3      1.00        10. OZ,                1                   2
                                225.G307           177-805      Spectrum Homes                   Wedgtwood or                                               Lot   3                     "10/23      1     1     1         120.0     20.00       42.00    3                  60.00'                 4                   2
                                225.0273           457-129-67   M. Bird                          Wedgewood           or                                     Lot                         108118      1     1     1         300.0     24.00       43.00    3      1.00        8.00                   is                  I      YL                                  C:>
                                225.0260           177-693      Do Cook                          Wedgewood           Rd                                     Lot   4                                 1     1     1         100.0     14.00       21.00    3                  60.00                  i                   2                                          ur)
                                225.0158           177-478      Montrose Im                      Wiggins Farm                                                                           A7/09       1     1     1         lbo.0     8.00        20.00    3                  27.G0                  6                   2      0:05(4)tvetlands
                                                                                                                                                                                                                          160.0     8.00        2-3.00   3                  22.50                  6
                                225.0159           177-479      Montrose Inc                     Wiggins Farm        Rd                                                                 49?409      1     1     1                                                                                                      2      (M:OB(614wetlands
                                225.0136           177-434      E. Scaman                        Willow Brwk         Ave                                                                ;104104     1     1     1         100.0     20.CO       45.00    3                  15.00                  4                   2
                                225.0240           177-399      R. Scammon                       Willowbrook Ave                                                                                          1     1         140.0     &GO         21.00    3                  6, Oj                                      2
                                225' W52           177-938      Aterdeen Realty Trust            off Willowbrook Rd                                         Lot   2$@                   1@0121      1     1     1                                   0                       20.00                  4                   2
                                225.0.1,53         177-939
                                                                                                                                                            ti                                                            180       !5          40 0     3                  30.00                  4
                                                                Aberdeen Realty Trust            off Willowbrook Rd                                         Lo    4                                 1     1     1         160.0     0.00        0.0                                                                    2
                                225.M              1)7-964      Aberdeen Realty Trust            Willowbrook Rd                                             Lot   1                         103     1     1     !         200.0     10.00       21.00    3                  8.00                   4                   2
                                225-0151           657-96-85    W. O'Loughlin                    Winding             Brook                                                                          1     1     1         475.0     28.DO       41.00    3      L.00        5.00                   1                   2      YL
                                MOISO              [email protected]  Delta Const Co                   Winding             Brook                                  8                                       1     1     1         250.0     30.00       41.00    3      1.00        10.00                  1-4                 2      YL
                                225.00%            177-187      Winding Brook Corp               Winding             Brook or
                                225.0057           177-131      Swale to,                        Winding             Brook Or                                                 33.0                  1     1     1         340.0     65.00       75.00    3                  50.00                  4                   2
                                                                                                                                                            4,                                            1     1         10.0      15.00       21.00    3                  5. W                   I                   I
                                225.0066-07130'                 Swale Corp                       Winding &look       L,                                                       41-.C     @4
                                                                                                                                                                                                                                                                            8.00                   2
                                                                                                                                                                                                                                                                                                   4                   2
                                225.0058           177-186t     41nding Br@ Corp                 Winding Brook       or                                                       30.0      Ezr 66      1     1     1         UO.O;-"   65.00       75.00    3                  50.00
                                .0297              177-770      @@J' R                           Winding Orc*        R4 1!                                                                  01      1     1     1         200. 0    12.00.      21.00    3                  6.00                   4                   2
                                                                o'
                                .OKS               177-753'                              ----"17 Wirnitut RILT                                                                              M       I     I     I         I&D.0     25.DO       41.00    3                                                             2
                                                                                                                                                                                                                                                                            50. DD                 12
                                24'0278@           1236-        UjVrey Bldrs                     off Winnicut        Rd"l
                                                                                                                                                                                        17  Z9      I     I     1         225.0     40.00       53.00    3      1.00        4.00       7.00        34                  2
                                0279               1236         'Laig@,y Bldrs                   off Winnicut        Ri",
                                                                                                                                                                                            28      1     1     1         165.0     30.00       0.00     3      1.00        5.00      9.00         4
                                                   177-849 @l: -.j' klrflelo Realty Trust                                                                                               t@
                                                                                                 Wirulicut                                                                                  31      1     1     1         100.0     18.00       42.00    3                  50.00                  2
                                                                                                 QinRicwt
                                2i@ NU             17i-W        4merican Land                                        Rd                                                                                                   145.0     N.Do        55. M    3                  30.00                  12                  2
                                z
                                ii, 026            177-01       -'@Ajerican Land                 Winnicut            Rd                                                                                                   32U       62.00.      84.00    3                  20.00                  4                   2
                                                                                                                                                                                            112     1     1     1
                                                   '@77-807                                      Wir@i@Af Rd         7'4@                                         ry                                                                                     3
                                                                                                                                                    :-.A                                                        I         ao.f'     15.,Oo                                  6.00                   16                  2
                                ZA .0141l          177-405      Orchw-d P4ws                     Winnicutt           Rd
                                                                                                                                                                                            23      1     1     1         360.0     14.00       26.00    3                  30. GO                 4                   2
                                225.0131           177-439
                                                                M. D. F. Bldrs                   Winnicutt           Rd                                           iv "I,
                                                                                                                                                                                                                1         140.0,    lt.w        tom      I                  @O. DO,                2                   2
                                225.OibY-11*-@9i                M fi'y Bidrs-                    Winnicutt           Rd                                                                     /23     1     1     1         100.0     16.00       28.00    3                  12.00                  2                   2
                                225.0132           177-438      M. D. F. Oldrs                   Winnicutt           Rd
                                                                                                                                                                                        f 017       1     1     1         140.0     1-2. DO     25.00    3                  15.00                  2                   2
                                                                                                                                                                                            ?9





                                                   -40&
                                225.0140           177          Orchard Holmes                   Winnicutt           Rd                                                                                   1     1         360.0     14.00       26.00                       60.00                  4                   2
                                225.0197'                       Bradgate Properties                                                                                                                       1     1         122-`3    K.W         @2. W    I      I.M         5o. W                                      2      YL






                               6RBI                             WE                                                                                                                  T-
                              225.010     457-36-&       Delta Triangle Const Co                                                                                  07/09         1    1       @01.0   :3.       31). C3   3     I.Cc     5.CO                                 2   YL
                              225.0183    172-56,.       K. Chase
                                                                                                                                                                                     1      Sa. 0     8.00     2,). CO   3             25.00                                 2
                              225.02%     143-34         Northwood Designs
                                                                                                                                                               -/04/14                           0   18.110    ROO       3    1.00     10.00                                 2

                41
                                                                                                                                                                                                                                                                                    @'j


























                                                                                                                                                                                                                                                                                                           Ln
                                                                                                                                                                 WQ







                                                                                                                   Appendix 1, page 8





                                                   USER'S GUID   E FOR WELL COMPLETION REPORT DATA SUMMARIES (rev. 1/24/89)




                 Attribute   Explanation                         Data Type, Codes     Data Entry                                       Item Number on
                                                                 and Definitions      conventions                                      Well Completion
                                                                                                                                                  Report



                 WELL      well driller's number                Text 15              [driller's license no.)-[sequence no.)


                VRB      Water Resources board                Text I               (3-digit numeric town code)-14-digit sequence no.)
                            I.D. number                                                        town code must include leading zeros

                 OPTI       Optional number for                  (Reserved)
                            cross referencing

                 ELEV       Elevation                            Real Number          it feet above sea level

                 LAT        Latitude                             Integer              6 digit number for degrees, minutes
                                                                                      and seconds with leading zeros included

                 LONG       Longitude                            Integer              6 digit number for degrees, minutes
                                                                                      and seconds with leading zeros included

                 NAME       Well Owner, etc.                     Text 26              first initial and last name for individuals;                     
                                                                                      complete name for contractors or companies
                                                                                      (consult "dictionary" for accepted abbreviations)
                 ROAD       Address of well location             Text 26              street name or reference point (consult                          
                                                                                      "dictionary" for accepted abbreviations)

                 TOWN       Town in which well is located        Text 22              complete came of town of abbreviations allowed)                 

                 MAP        map page number as recorded on       Text 10              varies according to the coding system in use by                  
                            the town's tax map                                        a particular town; prefix BLK- indicates block number

                 PARCEL     Parcel identifier as recorded        Text 12              varies according to the coding system it use by                  
                            the town's tax map                                        a particular town

                 DCOMP      Date well was completed              Date                 6-digit no. for year/month/day                                   
                                                                                      with leading zeros included




                 USE        Proposed use of well           Text 1                                                                                      
                                                              October
                                                              1-domestic
                                                              2=small community water supply
                                                              3-municipal
                                                              4-commercial
                                                              5=industrial
                                                              6-agricultural
                                                              1-institutional
                                                              8-test/explaration
                                                              9=abandoned

                 RSN        Reason for constructing        Text 1                                                                                      
                            well                              0-other
                                                              i-new
                                                              2-replace existing
                                                              3-deepen existing
                                                              4=provide additional supply
                                                              5-monitoring, (water level measurement
                                                                 or water quality sampling)
                                                              6-stratigraphic observation only

                 TYPE       Type of well                   Text I
                                                              0=other
                                                              I-drilled in bedrock
                                                              2=drilled in gravel
                                                              3=dug
                                                              4-auger bole (any uncased bole)
                                                              5-driven point
                                                              6-undifferentiated

                 TOTD       Total depth of well            Real number                                     in feet  below land                         I
                                                                                                           surface datum

                 BDKD       Depth to bedrock               Real number                                     in feet below land
                 CASING     Total length of casing                                                         surface datum
                            installed in well              Real number                                     in feet                                     9



                                                                                      52







                                                                                                                      Appendix I, page 9






               Attribute       Explanation                 Data Type, Codes                                 Data Entry                  Item Number on
                                                           and Definitions                                  Conventions                 Well completion
               YTM        Yield test method                Text I                                                                       keport           11
                                                               I-bailed
                                                               2-pumped
                                                               3=compressed air


               YTD        Yield test duration              Real number                                      in hours                                     11

                       Discharge                        Real number                                 it gallons per minute                             11

               3        Static water level               Real number
                                                               O-overflowiag                         it feet below land surface datum                  12
               DUS       Date static water level              1-at ground level)
                          was measured                     Date                                        6-digit no. for year/month/day                    12
                                                                                                       with leading zeros included


                        Water quality information        Text 1                                                                                        13
                                                               Y-"Yes" Laboratory
                                                               analysis performed
                                                               Null value (-O-)no"
                                                               or not reported
               O         Type of overburden material      Text 16                                                                                       25
                                                               O-exposed bedrock
                                                               1:sand
                                                               2:travel
                                                               3-till
                                                               4-clay
                                                               5-mixed
                                                               6-other

                                    Codes are entered layer by layer in the seuence reported in the WELL LOG; successive layers are sel>arated
                                    by a hyphen (for example, 12-4 indicates a sand and gravel layer overlying a clay layer; mixed is used if
                                    2 through 4 are recorded on the same line; if "6" is used, an explanation is included as a comment under the
                                    attribute NOTE)




                        Pump information                 (Reserved)


               C         Subjective assessment            Text I
                          of quality of reported               I-good
                          information                          2-fair
                                                               3-poor




               NOTE             Special not 3              Text 31
                                                               yield log
                                                               SN-screen information
                                                               GP-gravel pack
                                                               DD-drawdown measurements
                                                               CII-comments

                                                -CM:" is used to explain any attribute coded as "other" fie., cx:USr(O)=fire protection)





               THE FOLLOVI    ADDITIONKL       ENTIONS APPLY AS NOTED:
                     1) no periods are permitted to tollow abbreviations within text fields, except in the case of WAKE where a
                        period is reuired after the first initial
                     2) any attribute coded as "other" must be explained by means of a comment under NOTE; however, the code for any
                        attribute can be qualified using a comment expressed in the standard format Cr.:attriiDute(code)-explanation
                        as illustrated above
                     3) the 2-character NOTE codes must always be given in the order listed above and separated by a single space
                        whenever multiple codes are needed (ie. SN GP and not G? SN)





                   Source: Water Resources Division,
                                N.H. Department of Environmental Services.
                                                                                        53










              APVFMIX 11, Page I                                                                                                                                                                                               DATE. JUNE, 1988

              '"N; STRATHM
                                                                                                                      PUBLIC WATER S)STINS INVEN"Y
                                                                                                                      WATER SUPPLY ENGINE-MING BUREAU
                                                                                                                      WATER SUPPLY & POiJUrICN CON11tOL DIV.
                                                                                                                      UEPARRIENf OF ENVIROMENFAL SERVICES


              MAP F       C*
              S'bWOL      N*    EPA         SYSIEN NAHE                                   LATIME/LaCITULE             OWNER'S R41E                              CWNER'S MAILING ADDRESS               TOWN                     TEILEPiDNE       SERVICE AREA

              201         C     2232010     CIEN GARRY CONDCKNIMS                         0430250/0705219             wsmmto PROM RTY MANA(aMr                  142 FOR'I'&Wfli AVE, BOX        232   STRATUM                  NH               30 ACRES
              202         C     2232U20     llkMifLL OUNIX11INIMS                         0425914/0705324             TtUmlu, CONDO ASSOCIATION                 142 MCFSHOUlli AVENUE                 STRAllwl                 ul               17 ACRES
              2U3         C     2232030     SUZ RIVER COMMINIMS                           0430250/0705240             L.A. HANNA & SONS, INC.                   313 PORTSAOUIll AVENUE                STRATIIAK                U1772-2175       20 ACRES
              204         C     2232040     WINDING BROOK CONDCt4INILklS                  0430129/0705560             BAY REGION ASSOCIATES                     7 DIERY'S IANKI                       STRKIHM                  NI               40 ACRES
              205         C     2232050     SaLURAM GREEN CON[Dav"IUAS                    0430140/0705505             DEVEIL0 OF SMIAlHAM, INC.                 I SIMON'S LANE                        NER4ARWf                 N11              35 ACRES
              206         C     2232060     BALHORAL OONDCt4lNIUlS                        0425943/0705256             S)I@ES ASSOCIATES                         3 SU44ES DRIVE                        LONDONDMY                N1926-9266       12 ACRES
              207         C     2232070     MONTROSE OMX141NLLMS                          0430140/0705250             J & S REALTY, INC.                        142 FORTSKOUflI      AVENUE           STTWniAM                 Ni               25 ACRES
              208         C     2232080     IJLEASANr RUN OONDCMINILMS                    0430212/0705220             BRADGATE ASSOCIATES, INC.                 74 NCRIIU@ASTERN BLVD.                RVSHLA                   N1882-1307       10 ACRES
              209         C     2232090     SlRA`IlW4 WOODS                               0430059/0705523             REM & SMAII, INC.                         8 BurrFAFIL?tj) LANE                  SlmIlw4                  U1778-1221       20 ACRES
              2lu         C     2232100     WAR TREE OUN"INILMS                           OUOOOOO/0000000             O(A4EN                                    101 HIGH Sfl*;Lr                      S'iMlli&l                "1               20 ALXES
              211         C     2232110     SQMMSCUrr RETIRaIENT OONDOS                   OOOOoOCl/ClOOOOOO           i.I.S.                                    142 FORTSMU111 AVENUE                 SIRAII LA14              ml               55 ACRES
              501         N     2235010     AGORN SCIL)OL                                 0430048/0705204                                                       WINNICUrf R(Y-J)                      STRATILAM                N17788285        I BL1)G.
              502         N     2235020     STUATHAM MEMQUAL SCHOOL                       0000000/0000000                                                       BUl"R HILL ROAD                       smum                     U1772-5413       1 BLDG.
              503         N     2235030     N.H. VOCATIONkLIFECH. COLLEGE                 0430238/0705321                                                       IUCMIOU'lli AVENUE                    STRATUM                  til              I BLDG.
              5A          N     223V40      LAY CARE CENM                                 OQCl0UOO/uOOOOOO                                                                                                                                      I BLJ)G.
              5US         N     2235050     STRAXHAM ELEH-.NrARY SCHOOL                   0430202/0705308                                                                                                                                       1 BLDG.
              601         N     2236010     KINGS HIGMAY PLAZA                            0425958/0705518             NATIONAL PROIlERfY ANALYSTS               1804 RITTENHOUSE       SQUARE         PHILADE-LPHIA            PA               I BLDG.
              602         N     2236020     KARKET BASKEr                                 0425958/0705505             C/o F&P FOODS                             EAST SrREE'f                          TEWKSBURY                MM51-7381        I BLDG.
              60          *     2236030     WALTER CHENEY REAL ESTATE                     0430038/0705445                                                       77 ELM STREET                         NAtW0ET                  W659-2754        I BLDG.
              604         N     2236040     BELL & FLYNN.       INC.                      OOOOOOO/OCOOOOO             JOHN FLYNN                                7 BUNKER HILL AVENUE                  STRAIHAM                 N1778-8511       NA
              605         N     2236050     MaIM PLAZA                                    0000000/0000 000            JEAN BEAUMEAU                             37 PORTS@Wfll AVENUE                  STRAIIIAM                N1772-8888       I BLDG.
              607         N     2236070     SHAW'S supuotARKff                            0425946/0705518             CEND@AL DIVISION OrFICE                   RAtTaiOU111 AVE., BOX       389       STRATHAM                 N1772-8886       I BLDG.
              609         N     2236090     ROCKINCHAK Na4SPAPERS                         O0000OL)/OCOOOOO                                                                                                                                      I BLDG.
              610         N     2236100     PIPER LANDING                                 0000000/0000 000            SUSAN COMAY                               142 FORIaiOUTH AVEINUE                SMATI VM                 N1772-5877       I BLDG.
              .611        N     2236110     INDUSTRLAL PARK                               0000000/0000000             SUSAN CMMY           ,                                                                                                    I BLDG.
              701         N     2237UIO     STYMIM HaL PARK                               0000000/0000000             TCWN (F SMIHM                                                                   SIRAIUM                  NH               100 ACRES
              8Ul         N     2238010     11E Qlki" AT STRAIIWJ                         0430128/0705503                                                                                                                                       1 Bu)G.
              802         N     2238020     THE cuup                                      0430007/0705507             GEORGE ANDLUMN                            95 ffla"&JOUTH AVENUE                 S'FRATHM                 NR778-7738       I BLDG.
              803         *     2238030     SIRAIHM CIRCLE FLORIST                        0430100/070-54.56           LOUIS TERRAVECHIA                         100 PQU'S@Wnf AVENUE                  STIMHAM                  Nif              I HLDG.
              804         N     2238040     THE CARRIAGE STALL                            04430122/0705446            BLAIR KIRTLAND                            143 PCRT%lOUTIl AVENUE                STRATHM                  NH77242138       I BLDG.
              901         N     2239010     STRAIHM CftiMITY CHURCH                       0000000/0000000             Sllwllm cc&mrry CHLRCH                    DWRY'S LANE                           STRATHAM                 N1772-3389       I BLDG.
              902         N     2239020     PARkQM PARISH H"/CONG. QUUi                   0430106/0705510                                                       MULE 107                              STRATIM                  NI               I BLDG.
              903         N     2239030     siwmiAm uwN HAIL                              0430126/0705454




















            APIEWIX    11, Pa8e 2




            WX F       C*
            SIABOL     N* EPA       SYSM WIE                            LATIUME/LDNGMU aMMIS XVC                               OWNER'S MAILING ADDRESS        lw                 IMHUZ        SERVICE AREA



            A          C            ABERDEEN WESr                                                                              WELLWBROW ANEWE                SrRKnm             Ul           15 ACRES
            B          N            Ukkmrmy SCHOOL                                                                             GUFFMD FAM ROAD                SIRAII LAN         ul           I BLDG.
            C          C            Man Hlu CU41MINILMS                                                                        WlNNICUf AVENLE                SMAIUM             Nil          85 ACRES
            u          N            LIBRARY & FIRE                                                                             WINNICUr MENLE                 SfRAMIM            Nit          2 BLLIGS.
            E          N            SaILMING SPECUL                                                                                                           siiwnm                          I BU)G.
            F          N            TLWN SWRE                                                                                                                 SFRATHM                         NA
            G          C            WIMAES-IRM                                                                                                                SUMILAM                         NA             Ln
            H          N            MEADUWUU                                                                                   ROUIE 101                      STRATUM                         I BIJ)G.       Lr)
                       N            GIL IS JEU    PELmor                                                                       ROUIE 101                      silmliAl't         tit          I BLDG.



              N - NL)rrCuuamdty
              C - Coumu-it ty
              Nh   Not Approved







               APPENDIX III                                                                        UPDATED BY RPC, JUNE 1990

                        UNDERGROUND STORAGE TANKS INFORMATION FOR STRATHAM, Nil

               MAP G    FACILITY LOCATION,          NUMBER OF    TANK   TANK        PRODUCT        MATERIAL OF     TANK
               CODE     NAME AND ADDRESS            TANKS        AGE    CAPACITY    DESCRIPTION    CONSTRUCTION    STATUS
               -----------------------------------------------------------------------------------------------------------


               1        C & E SERVICE STATION       4            21     8,000       GASOLINE       STEEL           ACTIVE
                        39 PORTSMOUTH AVE.                       21     5,000       GASOLINE       STEEL           ACTIVE
                                                                 16     4,000       GASOLINE       STEEL           ACTIVE
                                                                 21     2,000       DIESEL         STEEL           ACTIVE

               2        CHARTER FUEL STOP           3            11     10,000      GASOLINE       STEEL           ACTIVE
                        PORTSMOUTH AVENUE


               3        USA, INC.                   1            9      1,000       USED OIL       STEEL           INACTIVE
                        12 PORTSMOUTH AVENUE


               4        KING'S HIGHWAY PLAZA        1            1      3,000       FUEL OIL       STEEL           ACTIVE
                        ROUTE 101


               5        L.A. HANNA & SONS, INC.     2            11     6,000       DIESEL         STEEL           ACTIVE                       Ln
                        31.3 PORTSMOUTH AVENUE                          2,000       GASOLINE       STEEL           ACTIVE

               6        LIONEL LABONTE, SUNOCO      2            23     6,000       GASOLINE       STEEL           INACTIVE
                        ROUTES 101 & 108            2            26        500      USED FUEL OIL  STEEL           INACTIVE

               7        NH VOCATIONAL TECH. COL.    1            5      10,000      FUEL OIL       STEEL           ACTIVE
                        277 PORTSMOUTH AVENUE

               8        STRATHAM MU40RIAL SCHOOL    1            3      10,000      #2 FUEL        STEEL           ACTIVE
                        10 BUNKER HILL AVENUE


               9        SULLIVAN TIRE               1            2          500     USED OIL       STEEL           ACTIVE
                        54 PORTSMOUTH AVENUE

               10       STRATHAM VILLAGE MARKET     2            8      4,000       GASOLINE       STEEL*          ACTIVE
                        157 PORTSMOUTH AVENUE                           6,000       GASOLINE



                With fiberglass lining.

               Source: Groundwater Protection Bureau, Water Supply and
                        Pollution Control Division, N.H. Dept. of Environmental Services




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