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

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                             Town of. Stratham

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                   c2                 Prepared by the Rockingham Planning Commission

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                                          WATER RESOURCE MANAGEMENT
                                                     AND
                                               PROTECTION PLAN
                                                     FOR
                                     THE TOWN OF STRATHAM, NEW HAMPSHIRE

                                Prepared for the Stratham Planning Board by:

                                     The Rockingham Planning Commission

                                                  May 1993

               This report was funded in part by a grant from the Office of State Planning, New
               Hampshire Coastal Program, as authorized by the National Oceanic and Atmospheric
               Administration (NOAA), Award Number NA170ZO311-01.

                                                         r!,r-Pnnartm(-,-nt of Commerce
                                                         M,-.-         r"-@rvicoz; Contar Library
                                                         22,-':L :cuth ljobson Avenue
                                                         Marlest0n, SC 29405-2413               -j

                                                    TABLE OF CONTENTS

                Section                                                                                  Page

                Introduction   ..................................................................          1

                Description of Surf ace Water Resources      ........................................      1

                Description of Groundwater Resources      ..........................................       9

                Description of Potential Threats      .............................................        22

                Description of the Infrastructure      ............................................        34

                Description of Existing Programs and Policies        ................................      47

                Summary of Local Regulatory Efforts     ...........  o........................     o ..... 52

                Analysis ...................................      o ................  -   ..............   54

                Recommendations for Revised Programs and Policies        ...............  o ...... o ..... 57

                                                       LIST OF MAPS

                Malp                                                                       Following Page

                Map  1:       Regional Watersheds     .................        ....... o ................  2

                Map  2:       Watersheds and Surface Waters       ....................................     2

                Map  3:       Wetlands  ............  o ............................................       6

                Ma   4:       Flood Hazards and Bedrock Geology      ........                              8
                   'p                                                           .....o...............

                Map  5:       Aquifers and Wells    ...........  -   ................................      12

                Map  6:       Existing Land Use    ..................................      o.o  .......... 18

                Map  7:       Stratham Zoning   ................................................           o20

                Map  8:       Future Land Use   ...........  o ......... o ...........................     20

                Map  9:       Potential Pollution sources     .................   o ..................     o22

                Map  10:      Septic System Limitations...     .......   o......... o..................    34

                Map  10:      Utilities and Infrastructure      ....................................       36

                                                  LIST OF ILLUSTRATIONS

                                                                                                        Page

                Figure 1:     Unconfined Aquifer    .................    o............................     10

                Figure 2:     Confin ed Aquifer... oo  .............................      o .............  10

                                          TABLE OF CONTENTS (cont.)

                                               LIST OF TABLES

               Table                                                                   Page

               Table 1:    Waterbodies  .................................................2

               Table 2:    Watercourses  ................................................3

               Table 3:    Wetland Soils  ...............................................7

               Table 4:    Flood Hazard Areas  ..........................................7

               Table 5:    Aquifer Characteristics ....................................  13

               Table 6:    Existing Water Demands .....................................  45

               Table 7:    Projected Water Demands ....................................  46

                                                  APPENDICES

               Appendix A:   Stratham Soil Descriptions and Development Potential Matrix

               Appendix B:   Stratham Well Log Data

               Appendix C:   Pesticide Application Data

               Appendix D:   SARA and RCRA Regulated Facilities

               Appendix E:   Records of the Groundwater Protection Bureau

               Appendix F:   Active Underground Storage Tanks

                                                  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, 1, for the preparation of local water resource management and protection plans.

             The goals of this document are to:

             Identify and evaluate the adequacy of existing and potential water supply sources to
             meet the current and future needs of the community;

             Identify existing and potential threats to surface and groundwater resources;

             Evaluate existing local programs, policies and regulations as they relate to water
             resources; and

             Identify regulatory and non-regulatory programs that would benefit the Town in its
             water resource management and protection efforts.

            .The protection and wise use of water resources are of critical concern to the Town
             of Stratham.   With the majority of Town residents dependent on groundwater from
             private wells and public water systems, the quantity and quality of this resource must
             be protected from excessive depletion and contamination.

             In general, there is a direct relationship between land use and water quality.
             Locating hazardous land uses in areas with poor soil suitability can degrade and
             contaminate both surface and groundwater resources, increase flood hazards, destroy
             water-ba9ed wildlife and interfere with scenic and recreational values. It is         the
             Town's responsibility 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.

                                    DESCRIPTION OF SURFACE WATER RESOURCES

             Regarding the source information (both data and maps) used to describe and map the
             surface water resources of Stratham, the municipality considers such information to
             be, at a minimum, as detailed and as accurate as the maps or information replaced.
             The municipality considers the source information to be the best available information
             existing at this time.

             Surface water systems are any type of water resource located above ground on the
             earth's surface.    Examples of surface water systems include:        streams, rivers,
             marshes, ponds, bogs, lakes, wetlands, etc. Surface water systems are more dynamic
             than groundwater, in that they are influenced by the effects of wind, rain, and
             temperature. They are also subject to varying rates of flow, such as the difference
             between the flow rate of a river as opposed to that of a pond.

             Surface water resources function as holding areas for flood waters and seasonal high
             waters.    In addition, they serve as recharge areas and discharge points for
             groundwater resources.     The point of discharge is where the surface water and
             groundwater are hydrologically connected. Most commonly, surface water resources will
             act as a discharge point for groundwater. Such a discharge can replenish shallow
             domestic water wells.during the drier summer months, however, prolonged dry periods
             can result in an overall lowering of the water table.

                                                        1

              Watersheds

              The watershed is the principal focus in describing a surface water system. It is the
              land area within a series of connecting higher ridges that drain surf ace water to the
              lowest point, which is where a stream or river f lows out of the watershed.                The
              network formed by rivers, streams, lakes, and ponds is known as the drainage system
              of the watershed. The watersheds in Stratham. will be..examined according to:

              Perennial streams   and waterbodies;

              Legislative classification of surface water quality;

              The location and extent of wetlands and floodplains;         and

              The withdrawals and discharges of major surface water        Users.

              Watersheds Within Stratham

              Stratham forms a portion of three regional watersheds: the Great Bay, the tidal
              Squamscott River, and the Coastal Watershed. The first two watersheds are part of
              the larger Piscataqua River Basin, while the Coastal Watershed is part of the larger
              Coastal River Basin.       The accompanying Map 1 (Regional Watershed Map) depicts
              Stratham's location within the three regional watersheds.

              In an effort to isolate meaningful drainage patterns, two sub-watersheds were
              identified within the Town's drainage system. The first is the Dearborn Brook Sub-
              Watershed which forms a portion of the Squamscott River Watershed, and the second is
              the Winnicut River Sub-Watershed which forms a portion of the Great Bay Watershed.
              Map 2 (Watersheds and Surface Waters Map) depicts the watershed divides within
              Stratham (both regional and sub-watersheds), plus the Town's perennial waterbodies
              and watercourses.

              There are eight significant waterbodies within Stratham: Mill Pond, the Winnicut Mill
              Pond, and six ponds which do not have names. The unnamed ponds are depicted on Map
              2 as Ponds fl through 16. In addition, there are a number of tiny ponds (one acre
              or less) scattered throughout Town. The vital statistics of Stratham's significant
              waterbodies (including surface area, elevation, watershed location, and whether
              freeflowing or impounded) are presented in Table I below.

                                            TJLBIAE 1 - STRATHAN WATERBODIES

                                      Surface Area     Elevation     Watershed           Impounded  or
              Waterbody                 (acres)         (feet)       Location            Freeflowing

              Mill Pond                   3.0           30         Squamscott River      Impounded
              Winnicut Mill Pond          3.0           40         Great Bay             Impounded
              Unnamed  Pond 11            3.0           75         Great Bay             Impounded
              Unnamed  Pond #2            2.0           40         Great Bay             Freeflowing
              Unnamed  Pond 13            12.0         150         Squamscott River      Freeflowing
              Unnamed  Pond #4            6.0          150         SquaMBcott River      Freeflowing
              Unnamed  Pond #5            3.0          150         Squamscott River      Freeflowing
              Unnamed  Pond #6            2.0           45         Squamscott River      Freeflowing

              Sources: USGS topographic maps, WRD dam      records, and RPC analysis.

                                                            2

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                                     Town of Stratham - Regional Watersheds

                                                                                                 MAP 1

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                         2C                                                                                                                      May 26, 1993                              DRA

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                     F/V     Sub-Watershed
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                     EM      Rivers and Ponds

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                                                                                    Scale 1:27000
                                                                                                                                                           Prepared by the
                                                                   0 feet           2250            4500            6750                      Rockingham Planning Commission
               Im                                                                                                                             June 1, 1993                           D R A

            In terms of perennial streams, Stratham contains 14 named streams and 11 unnamed
            streams for a total of 25 watercourses, The Town's watercourses are shown on Map 2.
            The unnamed streams are shown on the map as Unnamed Streams A through K. The vital
            statistics of the Town's perennial streams are presented in Table 2 below.

                                         TABLE 2     STRATHAM WATERCOURSES

                                       Length      Elevation      Watershed           Impounded or
            Waterbody                  (miles)      (feet)       Location             Freeflowing

            Squamscott River             5.2          10        Squamscott River      Freeflowing
            Winnicut River               1.0          70        Winnicut River        Impounded
            Foss Brook                   0.2          70        Great Bay             Freeflowing
            Jewell Hill Brook            2.2         150        Squamscott River      Freeflowing
            Wheelright Creek             0.1          10        Squamscott River      Freeflowing
            Mill Brook                   3.6         130        Squamscott River      Impounded
            Parkman Brook                2.2          90        Squamscott River      Freeflowing
            Dearborn Brook               0.5          90        Dearborn Brook        Impounded
            Winding Brook                0.9          80        Squamscott River      Impounded
            Thompson Brook               0.6         160        Winnicut River        Freeflowing
            Willow Brook                 0.7          90        Winnicut River        Freeflowing
            Winniconic Brook             0.4          35        Winnicut River        Freeflowing
            Marsh Brook                  0.8          60        Winnicut River        Freeflowing
            Brackett   Brook             0.1          90        Great Bay             Freeflowing
            Stream  A                    0.3          50        Squamscott  River     Freeflowing
            Stream  B                    0.9          60        Squamscott  River     Freeflowing
            Stream  C                    0.9          40        Squamscott  River     Freeflowing
            Stream  D                    0.5          40        Squamscott  River     Freeflowing
            Stream  E                    1.0          70        Squamscott  River     Freeflowing
            Stream  F                    0.5          20        Squamscott  River     Freeflowing
            Stream  G                    0.5          40        Squamecott  River     Freeflowing
            Stream  H                    1.1         150        Squamscott  River     Freeflowing
            Stream  1                    0.8          75        Winnicut River        Freeflowing
            Stream  J                    0.7          55        Winnicut River        Freeflowing
            Stream  K                    0.6          70        Winnicut River        Freeflowing

            S
              ources: USGS topographic   maps, VRD   dam records, and RPC analysis.

            The drainage characteristics of the Town's regional watersheds and sub-watersheds are
            described in the following paragraphs.           Information is provided regarding the
            watershed's total acreage, acreage within Stratham, perennial waterbodies, perennial
            watercourses, and other communities within the watershed.

                                                Regional Watersheds

            1.     Great Bay Watershed: The Great Bay Watershed is approximately 117 square miles
                   in size, covering portions of twelve communities: Stratham, Greenland, Hampton,
                   Newington, North Hampton, Portsmouth, Newmarket, Durham, Lee, Madbury, Dover
                   and Barrington. Stratham's portion of the watershed consists of roughly 2,760
                   acres.   As mentioned previously, the Winnicut River Sub-Watershed forms a
                   portion of the Great Bay Watershed within Stratham. Thus, the previously cited
                   acreage total-includes the land within the Winnicut River Sub-Watershed.

                                                          3

                    The Great Bay Watershed's drainage system is formed by the convergence of seven
                    major rivers: Salmon Falls, Cocheco, Bellamy, Oyster, Lamprey, Squamscott and
                    Winnicut.   Within the watershed is the Great Bay estuary.      The estuary is
                    approximately 17 square miles in size and is considered to be one of the
                    largest and most productive estuaries along the east coast.         Within the
                    watershed, the perennial streams drain in an easterly direction until
                    converging with the Winnicut River which flows in a northerly direction into
                    the Great Bay.   Significant watercourses within the watershed include: the
                    Winnicut hiver, Foss Brook,    Thompson Brook, Willow Brook, Brackett Brook,
                    Winniconic Brook, Marsh Brook  and Streams I, J and K. Significant waterbodies
                    within the watershed include:  Winnicut Mills Pond and Unnamed Ponds 11 and 12 .

              2.    Scruamscott River Watershed: This watershed is roughly 19 square miles in size,
                    covering portions of Stratham, Exeter, Newfields and Newmarket.      Stratham's
                    portion of the watershed consists of approximately 6,300 acres. As mentioned
                    above, the Dearborn Brook Sub-Watershed forms a portion of the Squamscott River
                    Watershed within Stratham. Thus, the previously cited acreage total includes
                    the land within the Dearborn Brook Sub-Watershed.

                    Within Stratham's portion of the watershed, streams flow in a westerly
                    direction, emptying into the tidal Squamscott River which eventually empties
                    into Great Bay.   Significant watercourses within the watershed include: the
                    Squamscott River, Wheelwright Creek, Dearborn Brook, Parkman Brook, Winding
                    Brook, Mill Brook, Jewell Hill Brook, and Streams A through H. Significant
                    waterbodies: the Mill Pond, and Unnamed Ponds #3 through 16.

              3.    Coastal Watershed: The receiving waters of this watershed are the Piscataqua
                    River and the Atlantic Ocean.     The watershed consists of approximately 74
                    square miles in portions of the following communities: Stratham, Greenland     ,
                    Hampton, Kensington, Newington, North Hampton, Portsmouth, Rye, Seabrook and
                    Exeter. Stratham's portion of the watershed consists of 92 acres. There are
                    no significant watercourses or waterbodies within Stratham's portion of the
                    watershed.

                                                 Sub-Watersheds

              1.    Winnicut River Sub-Watershed: This sub-watershed covers roughly half of the
                    larger Great Bay Watershed. Stratham's portion of the sub-watershed consists
                    of roughly 2,070 acres. Stratham shares this sub-watershed with Hampton, North
                    Hampton and Greenland. As mentioned above, the streams in this area flow in
                    an easterly direction until merging with the Winnicut River, which flows north
                    into the Great Bay. Significant streams in this vicinity include: the Winnicut
                    River, Thompson Brook, Willow Brook, Winniconic Brook, Marsh Brook and Streams
                    I, J and K. Significant waterbodies include: Winnicut Mills Pond and Unnamed
                    Ponds 11 and 12.

              2.    Dearborn Brook Sub-Watershed: This sub-watershed encompasses approximately 776
                    acres within the Squamecott River Watershed, with Stratham's portion consisting
                    of roughly 510 acres. The sub-watershed is shared between Stratham and Exeter.
                    This is a particularly sensitive area, since Dearborn Brook feeds the Exeter
                    Reservoir which is used to augment Exeter's municipal water supply. Dearborn
                    Brook flows in a northwesterly direction into the Exeter Reservoir. Other than
                    Dearborn Brook.and Wheelwright Creek, there are no significant waterbodies or
                    watercourses within this sub-watershed.

                                                        4

             Stratham Surface Water Ouality

             In New Hampshire, each surface waterbody and watercourse has been given a legislative
             water quality classification of A, B, or C, as identified in RSA 149:3.              The
             classifications are defined below.

             Class A Waters - Of the highest quality and potentially acceptable as public water
             supply sources after disinfection. No sewage or wastes shall be discharged into these
             waters.

             Class B Waters - of the second highest quality and no objectionable physical
             characteristics. No sewage or waste shall be discharged into these waters unless they
             have been adequately treated. Acceptable for bathing and other recreational purposes
             and, after treatment, for use as public water supplies.

             Class C Waters - Acceptable for boating, fishing, or for industrial water supply,
             either with or without treatment.     These waters cannot be used as a public water
             supply source.

             Currently, all of Stratham's surface water resources have received Class B status from
             the New Hampshire State legislature. The only exception is the Dearborn Brook Sub-
             Watershed which is considered a Class A water source due to the use of the Exeter
             Reservoir as a municipal water  supply source for Exeter.

             Although Stratham does not actively monitor the quality of its surface waters, there
             are several organizations involved in monitoring the Squamscott River and its
             tributaries. These organizations and their efforts are described below.

             1.    Municipal Monitoring: The Exeter Public Works Department conducts daily water
                   quality monitoring ef forts at the municipal wastewater treatment plant's    point
                   of discharge along the Squamscott River. The Department also conducts toxicity
                   tests on a quarterly basis. As mentioned previously, the Squamscott River is
                   a tributary to the Great Bay.      All of the bay's tributaries are currently
                   closed to shellfish harvesting because of the problems associated with
                   improperly treated or untreated sewage. Exeter has    recently upgraded its sewer
                   system and treatment plant to separate stormwater     from wastewater. Prior to
                   the project's completion, storm events would often    overflow the Town's sewage
                   lagoons, thus resulting in untreated sewage being     discharged into the river.
                   It is expected that the stormwater separation project will eventually enhance
                   the river's water quality as well as the bay's.

             2.    305(bl Water Ouality Report: A comprehensive source of regional water quality
                   information can be found in the 1988 publication NH water Quality Report to
                   Congress 305 (bl, prepared by the Water Supply and Pollution Control Division
                   of the NH Department of Environmental Services.       The report describes broad
                   water quality parameters for the major river basins   in the State, including the
                   Piscataqua and Coastal basins. The report identifies surface waters which do
                   not meet the standards for their legislative classification. Within Stratham,
                   only the Squamscott River was designated as "not supporting" its Class B
                   rating.

                                                        5

             3.    Great Bay National Estuarine Research Reserve: The entirety of the Squamscott
                   River falls within the Great Bay National Estuarine Research Reserve which was
                   designated by the United States Congress in 1989 as the nation's 18th National
                   Estuarine Research Reserve under the federal Coastal Zone Management Act
                   (CZMA). The CZMA created a federal-state partnership for the protection and
                   management of coastal areas. New Hampshire's Coastal Program is administered
                   by the NH Office of State Planning.

                   The Great Bay Reserve includes over 4,400 acres of tidal water areas
                   representing the range of different environments around the estuary (saltmarsh
                   areas, bluffs, rocky shores, woodlands, open fields, etc.). While the highest
                   priority of the Reserve is to preserve the bay through an aggressive land
                   acquisition program, there is also a strong emphasis on using the reserve for
                   long-term research and education.

             4.    Great BaV Hydrologic Unit: This is a project sponsored by the US Department of
                   Agriculture, and involves the following organizations: The Rockingham and
                   Strafford County Conservation Districts, the Rockingham and Strafford County
                   branches of the Soil Conservation Service (SCS), the Agricultural Conservation
                   and Stabilization Services (ASCS), the UNH Cooperative Extension Service and
                   the US Geological Survey.    The project provides non-point pollution source
                   education to the public for the watershed area covering the Great Bay. The
                   education effort is geared towards providing best management education
                   materials for potentially hazardous land uses.

             Wetlands

             Stratham's Zoning Ordinance defines the Town's Wetlands Conservation District as
             follows: "Those areas of the Town that contain marshes, ponds, bogs, lakes, as well
             as soils that are defined as poorly or very poorly drained as defined by the National
             Cooperative Soil Survey conducted by the USDA Soil Conservation Service."          The
             district also includes "the borders of tidal marshes of the SquamBcott River and Great
             Bay. Said borders are hereby defined as those areas adjacent to the Squamscott River
             and Great Bay with elevations of eight (8) feet or less above mean sea level." The
             Town's Subdivision Regulations and Site Plan Review Regulations further refine the
             district to include those areas consisting of poorly drained and very poorly drained
             soils as defined through the use High Intensity Soil Surveys (HISS).

             The Town's Wetland Map is included in this document as Map 3. The map comes from the
             soon to be published Soil Survey of Rockingham County, New Hampshire. The map was
             created by digitizing the County Soil survey sheets onto the Rockingham Planning
             Commission's Geographic Information System (GIS). The document, Soil Potentials for
             Develoi)ment: New Hami3shire Seacoast Area, prepared by the Rockingham and Strafford
             County Conservation Districts in 1985, was used to evaluate Stratham's soils. Along
             with identifying soil properties found within the two counties, this publication rates
             soils in terms of three development categories: soil suitability for on-site septic
             systems, dwellings with basements, and road construction. The ratings for these three
             soil categories were then combined to form an overall development rating for every
             soil property identified in both counties.     The rating matrix used in the above
             publication is presented in this document as Appendix A, along with a brief
             description of all the soils found within Stratham.

                                                       6

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               The amount of wetland soils within Stratham was calculated from the Town's Wetlands
               Map (Map 3) by Commission personnel using a planimeter. Wetland soils were broken
               down by the number of acres of poorly drained soils and very poorly drained soils.
               Table 3 below shows the number of acres of wetland soils within the three regional
               watersheds. The wetland acreage within the two sub-watersheds are included as part
               of the regional watershed wetland totals. The table indicates that Stratham contains
               roughly 3,342 acres of wetlands. This accounts for roughly 36% of the Town's total
               land area.

                                                       TABLE 3

                                               STRATHAM WETLAND SOILS

                                                     Acres of         Acres of         Total
                                                     Very Poorly      Poorly           Wetland
                     Watershed                       Drained Soils    Drained Soils    Soils (Acres)

                     Great Bay Watershed                   299             893              1,192
                     Squamiscott River Watershed           485           1,615              2,100
                     Coastal Watershed                        0             50                 50
                     Total Acres of Wetlands:,             784           2,558              3,342

               Floodplains

               A Flood Hazard Boundary Map was prepared for Stratham by the Federal Insurance
               Administration in 1975, and a more detailed Flood Insurance Rate Map (FIRM) was
               prepared by the Federal Emergency Management Agency (FEMA) in 1989. The preparation
               of these maps, plus the adoption of a special ordinance dealing with floodplain
               development, enables a town to participate in the National Flood Insurance Program
               (NFIP,). The NFIP allows residents living in flood hazard areas to purchase flood
               insurance at low cost; however, insurance is only made available to communities which
               participate in the program. Stratham officially entered the NFIP program in 1989 when
               the Town adopted its Floodplain Management District. As of this date, Stratham is
               a member of good standing in the NFIP.

               A small-scale version of the Stratham Flood Insurance Rate Map is included here as
                ap, 4 (Flood Hazards and Bedrock Geology). The portion of Stratham falling within
               the 100-year flood zone was calculated by Commission personnel using a planimeter.
               MTable 4 below indicates the acres of flood hazard areas within Stratham, broken down
               by regional watersheds.    The flood hazard areas within the two sub-watersheds are
               included as part of the regional watershed flood hazard area totals.

                                                       TABLE 4

                                            STRATHAM FLOOD HAZARD AREAS

                     Watershed                             Acres Within the Flood Hazard Areas

                     Great Bay Watershed                                        115
                     Squamecott River Watershed                                 394
                     Coastal Watershed                                            0

                     Total Acres of Flood Hazard Areas:                         509

                                                           7

           Withdrawal and Discharge Information

           In accordance with the KH Code of Administrative Rules (Wr 700), the Water Resources
           Division (WRD) of the KH Department of Environmental Services (DES) compiles data on
           all water users throughout the State which i4ithdraw or discharge more than 20,000
           gallons of surface water per day. According to the latest records of the WRD, there
           are no major surface water withdrawals or discharges taking place within Stratham.

           However, there are three discharges taking place outside of Stratham, which impact on
           the Town's surface waters.       These discharges include: the Exeter and Newfields
           municipal wastewater treatment plants which discharge to the Squamscott River, and
           the Newmarket wastewater treatment plant which discharges to the Lamprey River.
           Although the Lamprey River is not located within Stratham, it is part of the Great
           Bay estuarine system. Tidal waters from this system flow into Stratham during periods
           of high tide.

           Potential Surface Water Supplies

           With two exceptions, all of the Town's surface water resources currently maintain a
           Class B water quality status as def ined by the State Legislature. , The f irBt exception
           is the Class A Dearborn Brook Sub-Watershed. As mentioned previously, Dearborn Brook
           is used to augment the Exeter municipal water system. The second exception is the
           tidal Squamscott River. According to the previously cited NH Water Quality Report
           to Congress 305 (b), prepared by the Water Supply and Pollution Control Division of
           the KH Department of Environmental services in 1989, the Squamscott River does not
           support its Class B rating.

           Stratham does not use any portion of its surface water resources to meet the
           community's water supply demands, and there are no plans to utilize these resources
           for such a purpose within the planning period (approximately ten years). The only
           surface water resource in Stratham which has the requisite water delivery capability
           is the Squamscott River. However, it is highly unlikely that any community would use
           the Squamscott River as a water supply source, due to the tidal nature of the river
           and its existing water quality problems.       The remaining streams and rivers within
           Stratham have relatively small flows and it would not make economic sense to incur
           the costs of treatment which would be required in order to use these resources as
           public drinking water supplies.

           Stratham's water supply demands are currently met by the Town Is groundwater resources.
           In the future, if a need is demonstrated for a municipal water supply or additional
           public water supplies, the Town's groundwater resources would, in all probability,
           be the preferred option. These resources are described in the next section.

                                                       8

                                                                                            MAP 4:
                                                   FLOOD HAZARDS AND GEOLOGY                                                                                                             3
                                                                                                                                                                                          31

                                                                     Prepared by the Rockingham Plarnel g Commission
                                                                                                   June 1989                                                                   oSrON

                                                  Sources,                                         M
                                                                                            het
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                                                                     E@                            ot
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                                                                     G::=
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                                                                                            .;,:,e Cr=
                                                                     G                                       1986.
                                                                     @Su
                                                                                                   oc %=ulhl
                                                                                                            County,
                                                                     N.H.", New Hampshire State Geologist
                                                                     Office, G.J. Larson; 1989.                                                                                                                    SIDE
                                                                                            rn.p.o I., he, = r ke I
                                                                            'r              G to lc
                                                                            'n              lih                  C no
                                                                     ;Su.d.':,le71o!k1                                  ties,
                                                                     New Hampshire"; New Hampshire State Geologist 41c
                                                                     Office, 2 Delcore and C. Xotefr; 1998.                                                           TURNBERRY
                                                                                                                                                                          CONDO.
                                                                     "Surticial Geology of the Exeter Quadrangle,                                                                                                                                 A
                                                                     NH                     m                        Om                                                                                                                                                                    4.
                                                                                            New Ha pshire State Geologist 0
                                                                                            ham and J.P. Schafer; 1987,

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                                                                                                                                                                                                                                             VAAMPTOVI

                                      DESCRIPTION OF GROUNDWATER RESOURCES

              Regarding the source information (both data and maps) used to describe and map the
              groundwater resources of Stratham, the municipality considers such information to be,
              at a minimum, as detailed and as accurate as the maps or information replaced. The
              municipality considers the source information used in this section to be the best
              available information existing at this time.

              Groundwater Resources

              Groundwater is a concentration of subsurface water, occurring in saturated soils and
              geological formations.    It is resupplied through precipitation and surface water
              discharge. The water infiltrates the ground through an aerated zone where impurities
              are filtered out. The water then moves to a saturated zone where the pore spaces
              between soil particles are filled by the water. It is very important that the earth's
              surface be able to transmit water so that a certain percentage can be stored-
              underground as "groundwater". If excessive compaction or extensive covering of the
              earth's surface occurs, the amount of water that can reach the saturated zone and
              become groundwater is reduced.

              Aquifers are' found where land surfaces are permeable and the storage and transmission
              of water can take place.       Aquifers having medium to high potential to yield
              groundwater occur in the New Hampshire seacoast area as alluvial deposits of sand and
              gravel (unconsolidated deposits) or in bedrock fractures (consolidated deposits).
              The major source of aquifer recharge in the seacoast region is through precipitation
              directly onto the aquifer's surface. In terms of the hydrologic cycle, approximately
              one-half of the average annual precipitation in the seacoast area is returned to the
              atmosphere as evapo-transpiration. The other half is split between surface water
              discharge and groundwater storage.

              The unconsolidated deposits, also called stratified drift deposits, contain sorted
              layers of gravel, sand, silt and clay. They are found primarily along valley bottoms.
              These materials have abundant pore space to store water, in fact, the pore space can
              account for more than 30% of the deposit's total volume.          Consequently, these
              stratified drift deposits of sand and gravel have become good sources of medium to
              high volume aquifers.

              Bedrock fractures normally do not yield the same quantity of groundwater that
              stratified drift deposits do; however, they cannot be overlooked in terms of
              contributing to a community's water supply needs.         Bedrock fractures are more
              productive when they have a layer of sand and gravel over them. This allows recharge
              to occur directly from above. Bedrock fractures are usually adequate for low density
              domestic wells. In contrast, till aquifers usually have a lower yield, and therefore,
              are seldom used for water supplies. This is due to the compact nature of the deposit
              which is typically composed of a mixture of clay, silt, gravel and boulders. The
              transmission and storage of water is greatly reduced in this type of aquifer.

              The most common types of aquifers occur in two conditions, confined and unconfined.
              Confined aquifers have a layer of impermeable material over them, such as clay.
              Unconfined aquifers have a layer of permeable material above, thus permitting direct
              recharge from the surface.       The water table (the top of the saturated zone)
              fluctuates, depending on the recharge rate to this zone. The confined system   is  under
              pressure due to the surface layer of clay on top and is resupplied where this layer
              is interrupted or terminates. See Figures I and 2 on the following page.

                                                         9

                                                      GROUNDWATER

                                   Strati ied Drift
                                                                                    Well        Present
                                                                                                 Day
                                                                                                Stream
                                                              P4- water Table.,

                                                                                       Buri d.0
                                                                                       Valley
                                                                                        qu
                                                                                       ,A ifer

                                      FIGURE          UNCONFINED AQUIFER

                                                   Recharge

                                                                                              Well
                                                                Z/

                                                                                Silt and Clay -

                                 Bedrock
                                                                               Confined Aquifer//

                                                                     have very low permeability. Groundwater in these
                   Confined aquifers are located between layers of material MFO
                   aquifers i's under pressure.
                                         i::iGURE 2 CONFINED AQUIFER

                                                         10

             Stratified Drift Aquifers

             The groundwater resources of Stratham have been investigated by the KH State Geologist
             office, the US Army Corps of Engineers (USACE) and the US Geologic Survey (USGS).
             The various investigatory efforts are described in chronological order below.

             1.     US Geological Survey (USGSJ: In 1977, the USGS identified several medium yield
                    and low yield aquifers underlying the Town's major rivers and wetland areas.
                    According to the 1977 study, wells located within medium yield aquifers "may
                    yield sufficient quantities of water for small municipal and rural water
                    districts and commercial and light industrial use". The study indicates low
                    yield aquifers are suitable for individual water wells, but not for larger
                    water systems. (source: Availability of Groundwater in the Lower Merrimack
                    River Basin, Southern New Hampshire, USGS, 1977).

             2.     US Army Corps of Engineers (USACEJ: In 1980, the USACE identified the existence
                    of an aquifer in Stratham'S southeast corner, at the end of Bunker Hill Road.
                    The aquifer lies wholly within Stratham and receives recharge from precipita-
                    tion only.   The study describes the aquifer as "a Kame plain surrounded by
                    Marine deposits."    Although the study noted large amounts of clay in the
                    northwestern portion of the aquifer, it was estimated that the aquifer could
                    deliver roughly 153,000 gallons per day.      The study did not make any f inal
                    recommendations as  *to the suitability of the aquifer as a potential supply
                    source for a public or municipal water system.             (Source:     Groundwater
                    Assessment Study for 50 Communities in Southeastern        New Hampshire, USACE;
                    September, 1980).

             3.     US Army Corps of Engineers (USACE): in 1982, the USACE made an assessment of
                    the aquifer identified in the 1980  study cited above. The 1982 study estimated
                  "that 70% of Stratham's population would be served by a municipal water system
                    by the year 2030. The estimate of   the aquifer's water delivery capability was
                    upgraded to 360,000 gallons per day, which was deemed sufficient for a
                    municipal water system. (Source:    Southern New Hampshire Water Resource Study,
                    USACE; August, 1982).

             4.     NH State Geologist office: By early 1989, the NH State Geologist Office
                    finalized its surficial geology map for the Stratham area. This map identified
                    stratified drift formations as "glacial and post-glacial water-laid deposits"
                    and "stratified glacial sand and gravel-.        This mapping effort provides a
                    reasonable delineation of the Town's stratified drift aquifers.            However,
                    because surficial geology is based on the earth material at depths ranging from
                    five to ten feet, it is entirely possible for an aquifer formation to have a
                    greater or lesser lateral extent at greater depths than depicted by this
                    mapping effort.    This appears to be true for Stratham's stratified drift
                    deposits.

             S.     US Geological Survey (USGS): In 1990, the USGS published the most thorough and
                    accurate study of the region's groundwater conditions to date. These reports,
                    entitled Geohydrology and Water ouality of Stratified Drift Aquifers in the
                    Exeter, Lamprey and Oyster River Basins, Southeastern New Hampshire and
                    Geohydrologic Groundwater Ouality, and Streamflow Data for the Stratified Drift
                    Acruifers in the Lower Merrimack and Coastal River Basins, Southeastern New
                    Hampshire, identified five aquifers within Stratham. The characteristics of

                   these aquifers were further explained in the 1992 USGS reports entitled,
                   Geolocric and Groundwater Ouality Data for Stratified Drift Acruifers in the
                   Exeter, Lamprey, and Oyster River Basins, Southeastern New Hampshire and
                   Geohydrolocfv and Water Ouality of Stratified Drift Acruifers in the Lower
                   Merrimack and Coastal River Basins, Southeastern New Hampshire. These studies
                   form the basis for the Town's existing aquifer protection ordinance, as well
                   as the Town's Wellhead Protection Program which is currently underway.

                   A brief description of the aquifers identified by these studies is presented
                   below.  The aquifers are labelled on Map 5 (Aquifers and Wells Map) as the
                   Stratham Aquifer, the Bunker Hill Aquifer, the Winnicut River Aquifer, the
                   Skinner Springs Aquifer, and the Guinea Road Aquifer. The various character-
                   istics of the aquifers, as detailed in the above referenced studies, are
                   provided in the accompanying Table 5.

                                             The Stratham Aquifer

            This is one of Stratham's two primary aquifers. It is located in the northeastern
            end of Town, with only a small portion falling within Greenland. The aquifer has a
            distinct "S" shape, hence its identification as the Stratham Aquifer. It begins along
            Stratham Lane and extends as far south as Winnicut Road. The aquifer is approximately
            743 acres in size and lies mostly within Stratham, except for ten acres extending into
            Greenland. The aquifer's only sources of recharge are the wetlands which lie above
            its surface, and precipitation.

            The aquifer's saturated thickness contours range from a high of twenty (20) feet
            within the aquifer's center, to as little as a few feet along the outer edges. The
            aquifer's groundwater contours range from a high of 140 feet in the aquifer's center   ,
            to a low of 110 feet along the outer edges. Within the aquifer, groundwater flows
            in a southwesterly direction.

            The aquifer in its entirety has a transmissivity rate of less than 500 feet2.        The
            term "transmissivity" refers to the rate at which water is transmitted through a unit
            width of aquifer under a unit hydraulic gradient, and is expressed in units of feet
            squared per day.    The transmissivity (T) of an aquifer is equal to the horizontal
            hydraulic conductivity (K) of the aquifer multiplied by its saturated thickness (b);
            thus, T=Kb.

                                            The Bunker Hill Aquifer

            This is Stratham's other primary aquifer and is located wholly within Stratham. The
            aquifer spans the entire length of Bunker Hill Avenue, hence its identification as
            the Bunker Hill Aquifer. It begins along Patriot's Road, crosses Portsmouth Avenue,
            and extends as far south as Rolling Farm Road. The aquifer is approximately 873 acres
            in size. The aquifer's only sources of recharge are the wetlands which lie above its
            surface, and precipitation.

            The aquifer's saturated thickness contours range from a high of twenty (20) feet
            within the aquifer's center, to as little as a few feet along the outer edges. The
            aquifer's groundwater contours range from a high of 110 feet just south of the
            intersection of Bunker Hill Avenue and Union Road, to a low of 70 feet along the
            aquifer's outer edges. The entire aquifer has a transmissivity rate of less than 500
            feet2 , except for a small strip within the aquifer's southern end which has a trans-
            missivity rate of 1,000 - 2,000 feet2.

                                                       12

                                             Town of Stratham                                                                      Aquifers and Wells
                                                                                                                        MAP 5

                                                                                                                                             NN.

                                                                                                                                                [A]

                                                                                                                                            N
                                                              0000

                                                     63
                                                                 Boo

                                                                                                                                                                         640

                                                                                               5
                                                                                                      4

                                                                                                                                          2%1@   M�4

                                                                                                                                                           N@'

                                     Legend                                                Soo

                           Primary Route

                           Secondary Route

                           Road or Street

                           Public Water Systems
                  rol      Individual Water Wells                                                                                    "N        3dC>
                  R        Tronsmissivity < 500 ft.                                                                                                                                         1"      2250 ft.
                           squared per day                                                                                                                                                  Scale 1:27000
                           Transmissivity 0        - 1000 ft.                                                                                             Nat
                           squared per day
                                                                                 Sources: U.S.G.S. Groundwater Investigations, 1990 and 1992.                         0 feet                2250                 4500                 6750
                           Transmissivity 1000 - 2000 ft.                                   State of New Hampshire Water Resources Board, "Summary of Well
                           squared per day                                                  Completion Report Data for the Town of Strotham"; 2/3/93:-                                               Prepared by             the
                                                                                            State of New Hampshire Water Supply Engineering Bureau, Water
                           Transmissivity 2000 - 4000 ft.                                   Supply & Pollution Control Division, Dept. of Environmental                              Rockingham Planning Commission
                           squared per day                                                  Services: "Public Water Systems Inventory"; 1992.                                         June     1,   1993                               DRA

                                             The Winnicut River Aquifer

            This is a strip-shaped aquifer which begins in Stratham and extends south into
            Greenland and North Hampton.       The vast majority of the aquifer falls within North
            Hampton, with only small portions extending into Stratham and Greenland.                     The
            aquifer's total size is roughly 397 acres, with Stratham's portion consisting of 50
            acres.    The aquifer receives recharge from three sources: the wetlands above its
            surface, the Winnicut River, and precipitation. There are three water wells owned
            by the Hampton Water Works Company located above North Hampton's portion of the
            aquifer. These wells deliver roughly 1.42 million gallons of water per day. Due to
            the aquifer's small size, the deposit's saturated thickness contours were not
            determined, however, the water table was identified at 50 feet above sea level. The
            majority of the aquifer has a tranBMiSSiVity rate of 0 -         1, 000 feet2 , however, there
            are two places in Stratham where the rate ranges between 2000 - 4,000 feet2.

                                             The Skinner Springs Aquifer

            This is a small aquifer (less than 40 acres in size) that Stratham shares with Exeter.
            The majority of the aquifer falls within Stratham, however, at least ten acres are
            located in Exeter. The aquifer is located between Portsmouth Avenue (Route 101) and
            Stratham Heights Road. The aquifer is so small that the USGS did not identify any
            saturated thickness contours, water table contours or the groundwater's flow
            direction. The aquifer has a transmissivity rate of less than 500 feet2.

                                               The Guinea Road Aquifer

            This is a small aquifer (less than 40 acres in size) which Stratham shares with
            Exeter. It is located less than 2,000 feet southeast of the Skinner Springs Aquifer
            and just southeast of Guinea Road. The aquifer's mass is fairly evenly split between
            Stratham and Exeter.      The aquifer is so small that the USGS did not identify any
            saturated thickness contours, water table contours or the groundwater's flow
            direction. The aquifer has a tranBMiSsivity rate of less than 500 feet2.

                                         TART 5 - AQUIFER CHARACTERISTICS

                                                  Rate of       Saturated         Water Table      Groundqatar
                                 Total Size       TranBMiS-     Thickness         Contours         Flow
            Aquifer               (Acres)         sivity           (feet)         (high to low) Direction

            Stratham Aquifer          743         0-500 ft2         0-20          140-110          southwest

            Bunker Hill Aquifer 873               0-2,000   ft2      0-20         110-70           varies

            Winnicut River            397         0-4,000   ft2    ----              50            varies

            Skinner Springs            35         >500 ft2         ----            ----            ------

            Guinea Road                35         >500 ft2         ----            ----            ------

            Source: Geohydrolocfv and    water Ouality of stratified-Drift Acruifers in the Exeter,
            Lamiprev and Oyster River    Basins, Southeastern New Hampshire, USGS, 1989 and Geologic
            and Groundwater Ouality Data for Stratified Drift Acruifers in the Exeter, Lamprey,
            and Oyster River Basins, Southeastern New Hampshire.

                                                           13

               Withdrawal and Discharge Information      Stratified Drift Areas

               Information regarding withdrawal and discharge rates for major groundwater users is
               required to be filed with the Water Resource Division (WRD) of the NH Department of
               Environmental   Services in accordance with the provisions of the KH Code of
               Administrative  Rules Wr 700. Major groundwater users are defined as those operations
               which use more than 20,000 gallons of water per day (gpd).         For major groundwater
               users who are   discharging to an aquifer, a Groundwater Discharge Permit must be
               obtained from the State. According to a recent review of WRD records, there is one
               major withdrawal taking place above the Town's stratified drift aquifers, and there
               are no holders of a Groundwater Discharge Permit above these resources.
                                                                                                                01
               The one major withdrawal is taking place above the Skinner Springs Aquifer.             The
               Exeter municipal water system maintains several wells along the Stratham-Exeter border
               line.  These wells are used to augment Exeter's water system, which receives the
               majority of its water from the Exeter Reservoir and Exeter River. Currently, these
               wells contribute an average of roughly 80,000 gpd to the municipal water system.

               It should be noted that there is one major groundwater withdrawal and discharge taking
               place above a Stratham aquifer which is not included in the State's groundwater
               accounting system. The discharge comes from a large residential development built
               before the State initiated its groundwater user registration program. The development
               in question is the Thornhill residential development, which consists of 70 two-
               bedroom, single family homes. The development is located in the southern end of Town,
               off of Rolling Farm Road.     Using the septic system design standards of the Water
               supply and Pollution Control Division (WSPCD), it is estimated this development
               withdraws roughly 21,000 gpd from the aquifer, and discharges the same amount back
               to the aquifer.

               Well-tog Data

               Map 5 (Aquifers and Wells Map) shows the location of the Town's various public water
               systems, on-site water wells, and USGS test wells. Data sources used to prepare the
               map include: the previously cited USGS studies, the "Summary of Well Completion Report
               Data for the Town of Stratham" dated 2/3/93, and the well site field verification maps
               prepared by the Water Resources Division.

               Appendix B presents the "Well Completion Report Data" in its entirety, including the
               names and addresses of well owners and selected well data.              The accuracy and
               completeness of the data is entirely dependant on the well drillers. By law, the well
               drillers are required to send a data sheet for each newly drilled well to the WRD,
               however, many do not, and many of the submitted data sheets are inaccurate or
               incomplete.   Thus, the information presented in the "Well Completion Report Data"
               should be used with caution.

               The WRD started keeping records on new water well construction in January 1984, and
               an inventory has been maintained ever since. There is no comprehensive inventory of
               water wells drilled prior to January 1984, therefore, the older wells cannot be shown
               on Map S. According to the Town's "Well Completion Report Data", a total of 348 newly
               drilled wells were reported between March 1984 and January 1993. However, the WRD
               has not been able to field verify all newly drilled wells, therefore, only a portion
               of the wells are shown on Map 5. At this time, the WRD has been able to field verify
               only 87 wells.

                                                          14

            Looking over Map 5, it appears that 40 of the field verified wells are located above
            the Town's stratified drift deposits, with the remainder located within areas of
            bedrock and till. It cannot be estimated how many of the 261 wells not mapped by the
            WRD fall within the Town's aquifer areas until the WRD complete their field
            verification work.

            Bedrock and Till Acruifers

            The general location of Stratham's bedrock and till aquifers can be seen on the
            Aquifers and Wells map (Map 5). Basically, anywhere outside of the Town's stratified
            drift deposits is considered a bedrock or till area.       The USGS study gives the
            following description of bedrock and till areas:

                  "Bedrock: Solid rock, locally called ledge, that forms the earth's crust. it
                  may be exposed at the surface but more commonly is buried beneath a few inches
                  to more than 100 feet of unconsolidated deposits. Wells that penetrate bedrock
                  commonly yield small supplies of water generally adequate for individual
                  households. Till is an unsorted mixture of clay, silt, sand, gravel, and rock
                  fragments, deposited directly by glacial ice. The till aquifer is considered
                  to be a minor source of groundwater because of its low transmiSBiVity."

            Bedrock Conditions

            This section describes the nature and extent of bedrock within the Town of Stratham.
            The presented information comes from the "Interim Geologic Map of New Hampshire",
            prepared by the US Geologic Survey and the NH State Geologist in 1986 (Scale: one inch
            equals approximately four miles). According to the above referenced map, there are
            three major bedrock types in Stratham, consisting of igneous and stratified
            metamorphic rocks. They are described below in order of their predominance in Town.
            A graphic depiction of the Town's bedrock geology is presented on Map 4 (Flood Hazards
            and Bedrock Geology Map).

                  (1)   Eliot Formation. Map symbol: OZe. This formation consists of grey to
                        green phyllite, quartzite and quartz mica schists and well-bedded calc
                        sillicate. This formation covers roughly half of Stratham's land area,
                        and is located as a strip in the middle of Town running north to south.

                  (2)   Kittery Formation. Map symbol: OZk. This bedrock formation consists of
                        phyllite and calcareous siltstone (metamporphic).      This formation is
                        found as a strip underlying Stratham's portion of the Squamscott River,
                        and again as a strip underlying the eastern part of Town.

                  (3)   Ordovician PlutonB. Map symbol: Oe9. This bedrock formation consists
                        of proxene and pyroxene-mornblende diorite and gabbro, with minor grano-
                        diorite and granite. This formation occurs twice in Stratham: the first
                        formation underlies a small area in the Town's northeast corner between
                        Union Road and Hillcrest Drive, while the second formation underlies a
                        small area in the Town's southeastern corner, just west of Marin Way.

            According to the article, "Geologic Controls and Radon Occurrence in New England",
            prepared by Eugene Boudette, Francis Hall, and William Olszewski Jr. of the University
            of New Hampshire, elevated radon levels are common in most granite formations. Since
            none of Stratham's bedrock formations have granite as a primary component, the Town's
            water should be relatively free of radon.

                                                     15

              Radon contamination in water has recently become a concern throughout the nation.
              Radon is a colorless, odorless, cancer-causing gas that is produced as uranium
              (typically occurring in trace amounts) decays. For example, when a shower is used
              in a home with water containing radon, radioactive gas diffuses into the air. The
              article cited above goes on to state that water from deep, bedrock wells is more
              likely to carry radon than water from shallow, bedrock wells or gravel wells. In New
              Hampshire, granite bedrock formations typically contain higher radon levels.

              Withdrawal and Discharge Information - Bedrock and Till Areas

              Once again, information regarding withdrawal and discharge rates for major groundwater
              users is required to be filed with the Water Resources Division (WRD) of the NH
              Department of Environmental Services in accordance with the provisions of the KH Code
              of Administrative Rules   Wr 700.    Major groundwater users are defined as those
              operations which use more than 20,000 gallons of water per day. For major groundwater
              users who are discharging to bedrock and till areas, a Groundwater Discharge Permit
              must be obtained from the State.

              A recent review of WRD records indicate that there are no major groundwater
              withdrawals located above the Town's bedrock and till areas, however, there is one
              holder of a Groundwater Discharge Permit. The permit belongs to Turnbury Condominium
              residential development.    The permit allows the development's septic system to
              discharge as much as 30,000 gpd of wastewater into the ground. In the mid-1980's,
              the Planning Board approved 72 building lots for this development. Currently, only
              five three-bedroom residences have been built.       Using the WSPCD septic design
              standards for three-bedroom units, it is estimated that this development currently
              withdraws roughly 2,250 gpd from its water wells, and discharges the same amount back
              into the ground.

              Once again, it should be noted that there are several major groundwater withdrawals
              and discharges taking place above Stratham's bedrock and till areas which are not
              included in the State's groundwater accounting system.         These withdrawals and
              discharges are from large residential developments which were built before the State
              initiated its groundwater user registration program. These developments include:

              1.    Salt River Condominiums (78 two-bedroom, single family houses, withdrawing and
                    discharging roughly 23,400 gpd);

              2.    Glen Gary Condominiums (114 two-bedroom, single family houses, withdrawing and
                    discharging roughly 34,200 gpd);

              3.    Burnhaven Condominiums (currently 19 three-bedroom, single family houses
                    [although a grand total of 60 house sites have been approved], withdrawing and
                    discharging roughly 12,300 gpd at the present time, however, the development
                    at full build-out will withdraw and discharge as much as 22,500 gpd); and

              4.    Winding Brook Condominiums (currently 41 two-bedroom, single family houses
                    [although a grand total of 79 lots have been approved], withdrawing and
                    discharging roughly 12,300 gpd at the present time, however, the development
                    at full build out will withdraw and discharge as much as 23,700 gpd).

              The general location of these developments (including their water systems and service
              areas) can be seen -on Map 11 (Utilities and Infrastructure) which is found in the
              upcoming "Description of the Infrastructure" chapter.

                                                       16

            Potential Groundwater Supplies

            Stratham does not have a municipal water system at this time, and has no plans to
            utilize its groundwater resources for such a purpose within the planning period
            (approximately ten years). With the exception of the various public water systems
            scattered throughout the community, all of the Town's existing development is served
            by individual, on-site wells.

            In terms of water delivery capability and the feasibility of serving the Town's major
            population clusters, it appears the Stratham Aquifer and the Bunker Hill Aquifer would
            be the most logical choices for a municipal water supply. These aquifers are large
            enough to have numerous suitable drilling sites, and both are relatively free of major
            potential pollution sources.

            In the following discussion, an assessment will be made regarding the potential for
            development above the Stratham Aquifer and Bunker Hill Aquifer. This assessment will
            be based on the existing development above the aquifers' surface, the existing zoning
            above the aquifers' surface, and the existing and future land use sections and maps
            of the Town's most recent Master Plan.

                        Strathan Aquifer and Bunker Hill Aquifer - Existing Land Use

            The majority of land above the Stratham Aquifer is open and undeveloped, although,
            much of the aquifer's 8,000 feet of frontage along Route 101 does contain a variety
            of development. The NH Technical College is located on the aquifer's northern side
            of Route 101, while Stratham Hill Park (which is primarily an open-space, recreational
            Use) is located on the southern side of Route 101. There are also a few residences
            and small commercial establishments located along this portion of Route 101. Other
            developed areas above the aquifer include Crestview Terrace (residences), Lovell Road
            (residences, manufactured housing), Depot Road (residences), Sandy Point Road
            (residences), Stratham Lane (residences), Gif ford Farm Road (residences, school), Long
            Hill Road (residences), High Street (residences), and Scammon Road (residences).
            Still, much of the aquifer's surface remains open due to the presence of wetland soils
            and other restrictive features,

            The surface of the Bunker Hill Aquifer is primarily open and undeveloped; much more
            so than the Stratham Hill Aquifer. The Bunker Hill Aquifer underlies only a limited
            portion of Route 101 (roughly 2,000 feet of frontage), thus, there are only a few
            small-scale commercial establishments located above the aquifer. A small portion of
            the aquifer extends west of Route 101, and this area is primarily residential. Bunker
            Hill Avenue transverses the majority of the aquifer's surface, and there are several
            residences, agricultural uses and excavation sites scattered along this road.

            There is a  substantial amount of residential development along Bunker Hill Avenue
            south of its intersection with Union Road, and the portion of the aquifer transversed
            by Stratham Heights Road has a significant amount of residential development as well.
            Unfortunately, this area is where the aquifer's transmissivity rate is at its highest.

            For a graphic depiction of the development above the Stratham Aquifer and the Bunker
            Hill Aquifer, please review the accompanying Existing Land Use Map (Map 6). This map
            was prepared in 1985'by the Thoresen Group as part of the Town's most recent Master
            Plan. Although a Master Plan Update was prepared in 1989, an update of the Existing
            Land Use Map was not included in the project. The Town plans to prepare a GIS-based
            land use map in early 1994 as part of the scheduled Master Plan update project.

                                                      17

                           Stratham Aquifer and Bunker Hill Aquifer - Existing Zoning

             The boundaries of the Town's Aquifer Protection District were amended at the March
             1992 Town Meeting to reference the aquifers delineated by the previously described
             USGS study of 1989. The provisions of the Town's Aquifer Protection District are
             outlined below.

                           The minimum lot size in this district is the same as allowed in the
                           underlying zoning district, however, larger lot sizes may be required
                           depending upon the Town's soil-based lot sizing standards.

                           No more than 20% of any lot may be rendered impervious to groundwater
                           infiltration, and, to the extent feasible, all runoff from impervious
                           surfaces shall be recharged to the aquifer on-site.

                           A developer can exceed the 20% impervious surface limit if a stormwater
                           drainage plan is submitted which provides for the retention and
                           percolation within the aquifer of all development generated stormwater
                           runoff from a ten (10) year storm event, such that the post-development
                           discharge volume to the aquifer is equal to the pre-development discharge
                           to the aquifer. Furthermore, the stormwater drainage plan shall provide
                           for the removal of oil and gasoline from parking lot runoff through the
                           use of treatment swales, oil/gas separators or other devices, prior to
                           retention and percolation of the runoff.

                           Prohibited uses include: on-site disposal, bulk storage, processing or
                           recycling of toxic or hazardous materials or waste; underground storage
                           tanks; dumping of snow carried from off-site; automotive uses; laundry
                           and dry-cleaning establishments; and industrial uses which discharge
                           contact type wastes on-site.

                           Conditional uses include: commercial and industrial uses not otherwise
                           prohibited; multi-family development; excavation operations; and animal
                           feedlots only after consultation with the Rockingham County Conservation
                           District. All of the above uses must comply with the following criteria
                           prior to approval:

                           (1)   The use will not detrimentally af f ect groundwater quality, quantity
                                 or aquifer storage capacity;

                           (2)   The use will discharge no wastewater on-site other than that
                                 typically discharged by domestic wastewater disposal systems; and

                           (3)   The proposed use complies with all other applicable provisions of
                                 the Town's aquifer protection ordinance.

                           Permitted uses include: any use permitted by the underlying zoning
                           district; maintenance and repair of any existing structure with
                           conditions; and agricultural and forestry uses with conditions.

             The majority of the land above the Stratham Aquifer falls within the Town's
             Res idential/Agricu Itural District, with only a small portion falling within the
             Manufactured Housing District. Most of the land above the Bunker Hill Aquifer falls
             within the Resident ial/Agricultural District, with only a small portion falling within

                                                        18

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            the Prof eBBional/Residential District.    The provisions of these various zoning
            districts are outlined below. For a graphic depiction of Stratham's current zoning
            arrangement, please review the accompanying Stratham Zoning Map (Map 7).

            1.    Residential/Agricultural District

                         The minimum lot size is one acre for single family residences and 1.5
                         acres for duplexes, however, this could be increased based on the Town's
                         soil-based lot size standards.

                         The minimum frontage requirement is 150 feet for single family residences
                         and 175 feet for duplexes.

                         The maximum allowable impervious surface lot coverage is 20%.

                         Permitted uses include: single family dwellings; duplexes, cluster
                         developments; manufactured housing; public parks and playgrounds;
                         historic buildings and sites; forestry, wildlife, timber preserves,
                         reservoirs, and nature study areas; farming; tree farming, commercial
                         timbering and non-commercial harvesting of forest products; cemeteries;
                         excavation operations, and municipal buildings and public   schools.

                         Special exceptions: home occupations; accessory apartments; overnight and
                         day camps, cottage colonies, vacation reBorts, hostels and similar
                         recreational facilities; bed and breakfast inns; commercial riding
                         stables and riding trails; recreational camping parks, recreational
                         areas, recreational tenting, and recreational vehicles; private schools;
                         day care and senior citizen facilities; non-profit lodges and fraternal
                         organizations; churches; public utilities; and kennels.

            2.    Manufactured Housing District

                         The minimum lot size is one acre for single family residences and 1.5
                         acres for duplexes, however, this could be increased based on the Town's
                         soil-based lot size standards.

                         The minimum frontage requirement is 100 feet for single family residences
                         and 175 feet for duplexes.

                         The maximum allowable impervious surface lot coverage is 25%.

                         Mobile home parks shall consist of a minimum of ten acres and two lots.

                         Each lot in a mobile home park shall contain at least 30,000 square feet,
                         have a depth of at least 150 feet, and frontage of at least 100 feet.

                         Permitted uses include: single and two-family dwellings; manufactured
                         housing; mobile homes; forestry, wildlife, timber preserves, reservoirs,
                         and nature study areas; public parks and playgrounds; historic buildings
                         and sites; farming; tree farming, commercial timbering and non-commercial
                         harvesting of forest products; cemeteries; excavation operations, and
                         municipal buildings and public schools.

                                                      19

                         Special exceptions include: home occupations; accessory apartments;
                         overnight and day camps, cottage colonies, vacation resorts, hostels and
                         similar recreational facilities; bed and breakfast inns; commercial
                         riding stables and riding trails; recreational camping parks,
                         recreational areas, recreational tenting, and recreational vehicles;
                         private schools; day care and senior citizen facilities; non-profit
                         lodges and fraternal organizations; churches; and public utilities.

             3.    Professional/Residential District

                         The minimum lot size is one acre for single family residences and 1.5
                         acres for duplexes, however, this could be increased based on the Town's
                         soil-based lot size standards.

                         The minimum frontage requirement is 200 feet.

                         The maximum allowable impervious surface lot coverage is 30%.

                         Permitted uses include: single and two-family dwellings; forestry,
                         wildlife, timber preserves, reservoirs, and nature study areas; public
                         parks and playgrounds; historic buildings and sites; farming; churches;
                         cemeteries; municipal buildings and public schools; and professional
                         services.

                         Special exceptions include: cluster developments; home occupations;
                         accessory apartments; bed and breakfast inns; senior citizen facilities;
                         banks and lending institutions and public utilities.

                         Stratham Aquifer and Bunker Hill Aquifer - Future Land Use

             As mentioned previously, the Town's existing Master Plan was prepared in 1985 by the
             Thoresen Group.   The Master Plan Update of 1989 consisted of nothing more than
             updating the numerical tables throughout the Master Plan. The Planning Board has
             recently appointed a citizen's advisory group to begin outlining  the required tasks
             of a Master Plan update. It is expected that the update project will begin in early
             1994.

             In the absence of a more recent future land use plan for the Town, the 1985 Master
             Plan'B Future Land Use Map will be reviewed for this section. The 1985 Future Land
             Use Map is included here as Map 8. Comparing the Town's current Zoning Map to the
             Future Land Use Map of 1985 indicates the majority of the zoning changes recommended
             by the 1985 Master Plan have been implemented.

             There were, however, several recommended zoning changes from the 1985 Master Plan
             which the Town did not implement. The first was the establishment of an agricultural
             district extending west from College Road to the Squamscott River. The second was
             the establishment of three medium-density residential districts; one south of Route
             101-51, another surrounding the existing Town center district, and another straddling
             both sides of Bunker Hill Avenue (directly above the Bunker Hill Aquifer). The Town
             does not have any plans to implement these zoning proposals in the near future.

                                                      20

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              Need for Further Study

              Overall, it is expected the Town will continue to utilize its existing water supply
              sources for the foreseeable future, and definitely within the planning period
              (approximately ten years). If additional sources are deemed necessary, the Town's
              groundwater resources are the Most feasible option. in the event that Stratham would
              desire to utilize either the Stratham Aquifer or the Bunker Hill Aquifer as a
              municipal water supply source, a detailed water supply study would be required. Items
              to address in this study should include:

              1.    The aquifer's potential water delivery capability;

              2.    The aquifer's existing water quality;

              3.    The cost of water treatment;

              4.    The potential threats posed by existing land uses;

              5.    The potential threats posed by the existing zoning scheme;

              6.    How to regulate land uses above the aquifer;

              7.    options for water storage;

              B.    options for water distribution; and

              9.    Secondary impacts such as:

                    A.    Potential de-watering of adjacent wetlands;

                    1B.   Potential affects on the area's water table;

                    C.    Potential changes to the base flows of adjacent watercourses;

                    D.    Potential affects on existing water wells within the area; and

                    E.    The current impact of existing public water systems including their plans
                          for expansion (if such plans exist).

              The above items constitute only a partial list of items which could be addressed by
              a detailed water supply study. Such a study should be requested of any large-scale
              development proposal which plans on utilizing a public water system. For the Town's
              existing public water systems, studies which address the above items have not been
              prepared as a matter of course. However, such studies should be required prior to
               urther expansion of existing public water systems, unless the Planning Board has
              already given its approval for additional phases of a particular development.
              f

                                                       21

                                    IDENTIFICATION OF POTENTIAL THREATS

           Regarding the source information (both data and maps) used to describe and map the
           potential threats to water resources in Stratham, the municipality considers such
           information to be, at a minimum, as detailed and as accurate as the maps or
           information replaced.   The municipality' considers such information to be the best
           available information existing at this time.       ..
           The primary source   used' for this section was the document entitled, Inventory of
           Groundwater and Surface Water Potential Nonpoint Pollution Sources, compiled by the
           Strafford-Rockingham Planning Commission in February 1982. This will be referred to
           in the text as the "RPC Nonpoint Inventory". Additional information was provided by
           various governmental agencies, local municipal officials and department heads.

           The State of New Hampshire has delineated two general types of pollution sources:
           nonpoint and point.    The NH Office of State Planning defines nonpoint pollution
           sources as those sources which are diffuse in nature and discharge pollutants over
           an area into the environment. Typically, nonpoint sources of pollution include urban
           and rural runoff, leachates from land disposal of solid and liquid wastes, agri-
           cultural runoff, sediment due to timber harvesting activities and road salt
           applications.   Nonpoint sources can be difficult to pinpoint since some are of a
           short-lived nature, induced by storm events or activities occurring over a brief
           period of time. Some nonpoint sources, such as leachate from landfills and failed
           septic systems, are more easily located.

           Point pollution sources, on the other hand, are defined as any discernible, confined
           or discrete conveyance from which pollutants are or may be discharged, including but
           not limited to: pipes, ditches, channels, tunnels, conduits, wells, containers,
           rolling stock, concentrated animal feeding operations or vessels.

           Potential Nonpoint Pollution Sources

           Using the RPC Nonpoint Inventory and information from local officials, the potential
           nonpoint pollution sources in Stratham were identified on the accompanying Potential
           Pollution Sources Map (Map 9). A description of these sources is presented below.
           Unled.8 stated otherwise, the sources described do not have monitoring wells located
           on-site and no detailed water quality data is available. In Stratham, examples of
           existing nonpoint pollution sources include:

           1.     Salt Piles and Snow Dumps: There is one Town-owned salt pile located along
                  Bunker Hill Avenue at the site of the Town Garage.       This facility stores
                  approximately 150 tons of road salt at any given time. The salt is stored in
                  an enclosed area with a concrete floor underneath.    Bell & Flynn Inc., also
                  have a salt pile at their Bunker Hill Avenue facility. This facility stores
                  as much as 30 tons of road salt at any given time. The salt is stored in an
                  enclosed area with a concrete floor underneath. Bell & Flynn Inc. also use a
                  portion of their site for a snow dump, however, its use will be discontinued
                  in the near future due to the presence of the Bunker Hill Aquifer underneath.
                  The company is contracted by two businesses in Exeter to remove snow from their
                  parking areas after heavy snow events. Sources: RPC Nonpoint Inventory, Town
                  Road Agent and Bell & Flynn Inc..

           2.     Salted Road s: All of the paved roads in Stratham receive some degree of salting
                  during the winter months, with the exception of Jack Rabbitt Lane which is a
                  dirt road. Source: RPC Nonpoint Inventory and the Town Road Agent.

           3.     Road Salt Contamination Sites: There are 13 well Bites in Town which have been
                  contaminated by road salt. The majority of occurrences have taken place along
                  Routes 101 and 108, however there are a few sites along Bunker Hill Avenue and
                  Winnicut Road. All of the wells have been replaced by the NH Department of
                  Transportation. The locations of these sites are denoted by the symbol "S" on
                  Map 9. Source: Records of the DES Waste Management Division and NH DOT.

                                                     22

                          Town of Stratham                                                              Potential Pollution Sources

                ro@     Town Salt
                        Pile                                                                           MAP 9

                51      Salt Contamination
                        Sites

                F1      Gas Stations and
                        Automotive Repairs

                r9l     Storm Drains

                        Veterinary Clinics
                        and Kennels                                                                                                                                                                   T
                rp-1    Print Shops                                                                                                                                                                    N
                FC'j    Commercial   Operations                                                                                           A
                        Beauty Parlor                                                                                                                         M1

                        Newly Approved                                                           B
                        Development Projects

                                                                                                                                                    8 AR

                                                                                                                                                                                  F

                                                      F

                                                                     P

                                                                  B
                                                                   A                                                                                                                            Active Cemetery

                                                 2                                                                                                                                              Abandoned
                        Medical Offices                                                                                                                                                         Excavation Sites

                        Industries and                                                                                                                                                          Excavation Sites
                        Manufacturing
                        RCkA Focili  ,tie-s                                                                                                                                                 __Excavation Sites
                                                                                                                                                                                                being Reclaimi-d

                        SARA Facilities                                                                                                                                                         Pet Cemetery

                        Groundwater                                                                                                                                                             Septage Haulers
                        Hazards
                        Underground                                                                                                                                                             Excavation
                        Storage Tanks                                                                                                                                                           Contractors

                        Non Salted                                                                                                                                                              Transfer Station/
                        Roads                                                                                                                                                                   Abandoned Municipal
                                                                                                                                                                                                Landfill

                                                                                                                                                                                                Pesticide Application
                                                                                                                                                                                                Sites
                                                                                                    1"     2250 ft.                                                                             Forms
                                                                                                    Scale 1:27000

                                                                                                                                                                                           Prepared by the
                                  P                                            0 feet              2250               4500               6750                                   Rockingham Planning Commission
                                  C                                                                                                                                             June 2, 1993                        DRA

           4.     Municipal Landfill: There is an abandoned municipal landfill located along the
                  western side of Union Road.    Use of the landfill was discontinued in 1980,
                  after thirty years Of Bervice. At its peak, this facility served approximately
                  2,500 Stratham residents. The landfill is unlined, however the site has been
                  capped with clay, loamed and seeded. A landfill closure plan was submitted to
                  the Waste Management Division of the KH Department of Environmental Services
                  in January of 1992, however, the plan has yet to be approved by the State.
                  There are four monitoring wells located on-site.     After four rdunds of well
                  testing, no significant water quality problems have   been detected. Two nearby
                  streams -have also been sampled without detecting    any serious water quality
                  problems. The landfill currently serves as a transfer station where residents
                  can dispose of bulky items, metals, brush and recyclables.               Sources:
                  discussions with the Town's Administrative Assistant; and records of the DES
                  Waste Management Division.

           5.     Excavation Operations and Maintenance of Excavation Equipment: There are three
                  active excavation sites in Stratham, all located along Bunker Hill Avenue.
                  There is also a pit in the process of being reclaimed, located along Union Road
                  near the abandoned landfill. In addition, there are two abandoned pits that
                  have yet to be reclaimed. The first is located along Bunker Hill Avenue across
                  from the Stratham Municipal Center, and the second is located along the base
                  Of FOBs Hill behind the Municipal Center.     There are four gravel excavators
                  based in Stratham although their pits are located elsewhere. These operations
                  include: Stratham Excavations (Stratham Heights Road); Jackson 'Excavation (High
                  Street); Kenneth Blood & Sons (Portsmouth Avenue), and; Hanna Well Drilling
                  (Portsmouth Avenue). The potential threat associated with these operations is
                  the on-site maintenance of excavation equipment.      Source: Stratham Lot-Size
                  Inspector.

            6.    Active Cemeteries: There are five cemeteries at two locations in Stratham which
                  still take internments. The first site is a parcel of land along Emery Lane
                  which is home to the Harmony Hill, Maple Lane, Congregational society, and
                  Congregational cemeteries. The second site is a parcel of land located along
                  Union Road which is home to the Greenwood cemetery. Sources: USGS topographic
                  ,maps and Town Tax Collector.

            7.    Gas Stations, Engine Repair and Automotive Shops: There are nine such uses
                  within Stratham, however, only seven are active.       The active uses include:
                  Stratham Tire (tire sales, auto repair),      Sullivan Tire (tire sales, auto
                  repair), Undercar Specialist (auto repair), Gill's car dealership (car sales
                  and repair), the Honda Barn (car sales and    repair), Charter Gas and Stratham
                  Village Market (gas).    The two non-active   sites are the old Labonte Sunoco
                  Station and the old C&E Mobil Station. All of these sites are located along
                  Portsmouth Avenue.    There are also two small engine repair shops in Town:
                  Steele Engine Repair (Portsmouth Avenue), and a site located off of Bunker Hill
                  Avenue. The locations of the establishmentB listed above are denoted by the
                  symbol "A" on Map 9. Sources: Planning Board and Town Business Records.

            8.    Pesticide Application Sites, Farms and Agricultural Uses: There are ten
                  agricultural UBes in Stratham which have used pesticides in the recent past.
                  These operations grow a variety of produce including: vegetables, flowers,
                  berries and tree fruit.       In addition, there are two nurseries and one
                  greenhouse in Stratham. Many of these sites obtain their pesticides from the
                  Stratham Agway located along Portsmouth Avenue. There are also Bix horse farms
                  and two dairy farms in Stratham. The locations of the pesticide application
                  sites, nurseries, greenhouse and the Stratham Agway are denoted by the symbol
                  "PA" on Map 9, while the horse and dairy farms are denoted by the symbol "F".
                  For a detailed description of the pesticides used at each Bite, please review
                  Appendix C.

                                                       23

                    It should be noted that Stratham participates in the Seacoast Area Mosquito
                    Control (SAMC) program. After flooding events, SAMC crews spray a biological
                    pesticide ("BTI") on the wetlands along the Squamscott River, and, to a lesser
                    extent, freshwater wetlands throughout Town.         Sources: NH Department of
                    Agriculture and discussions with local officials.

              9.    Urban Runoff and Storm Drains: In early 1992, the Rockingham Planning
                    Commission conducted a partial field inventory of potential threats for the
                    eastern half of the RPC region.   Several types of potential threats were mapped
                    by RPC personnel using a tape     and compass and USGS topographic maps.       The
                    results of the inventory are     contained in the document, Pollution Source
                    Identification in the RPC Region - Phase I, which was prepared in June of 1992.
                    Storm drains which handled runoff from paved areas of over one acre in size
                    were included in the inventory. In Stratham, there are 13 such storm drains
                    scattered throughout Town.    The locations of these sites are denoted by the
                    symbol "R" on Map 9.

              10.   Septage Haulers: These operations pump out residential septic tanks and
                    transport the septage to lagoons or wastewater treatment facilities outside of
                    Stratham.   There are two such operations in Stratham: the first is Stratham
                    Hill Septic located along Jason Drive, and the second is Exeter Septic, located
                    along Winnicut Road. Source: Town Business Records.

              11.   Medical Offices: There are seven sites in Stratham where medical offices are
                    located.   Along Portsmouth Avenue one can find the Stratham Family Health
                    Center, Exeter Sports Medicine Center,, Breakfast Hill Oral Surgeons, two
                    doctors and a chiropractor.      There is also a dentist office just off of
                    Portsmouth Avenue on Raeder Drive. Doctor and dentist offices affiliated with
                    the Exeter Hospital dispose of their medical wastes at the hospital's
                    incinerator,, otherwise, medical offices must make their own waste disposal
                    arrangements. The locations of Stratham's various medical establishments are
                    denoted by the symbol "M" on Map 9.         Source: Town Business Records and
                    discussions with local officials.

              12. .Veterinary Clinics and Kennels: There are five such operations in Stratham.
                    The NH Society for the Prevention of Cruelty to Animals (SPCA) has a kennel
                    located along Portsmouth Avenue. Minor medical procedures are also performed
                    at this facility.    The Exeter Veterinary Hospital is located along Stratham
                    Heights Road.   Also, there is a small kennel located along Squamscott Road.
                    Lastly, there are two pet shops in Stratham: one in the Stratham Plaza and one
                    in the King's Highway Plaza. The locations of these establishments is denoted
                    by the symbol "a" on Map 9. Source: Town Business Records.

              13.   Print Shops and Printing Presses: There are two such operations in Stratham.
                    Rockingham County News and Squamscott Press are both located along Portsmouth
                    Avenue. The locations of these sites are denoted by the symbol "P" on Map 9.
                    Source: Town Business Records.

              14.   Commercial operations: There are a number of commercial operations in Stratham
                    which store, use and dispose of hazardous chemicals and/or substances. Along
                    Portsmouth Avenue, these operations include: Stratham Fuels Inc. (fuel
                    storage); the Antique Repair Co. (paints, thinners and furniture stripping);
                    Stratham Hill Bicycle (paints and safety clean), and; Eurocleaners (dry
                    cleaning chemicals). There is also the B.R. Jones Roofing Company (metal work,
                    asphalt and tar storage) located along Winnicut Road. In addition, there is
                    a woodworking shop located along Lovell Road and a taxidermy shop along College
                    Road (Route 108). The locations of these sites are denoted by the symbol "C"
                    on Map 9. Source: Town Business Records.

                                                        24

              15.   Beauty Salons: Beauty parlors often use chemicals which, if disposed of
                    improperly, could pose a threat to groundwater resources. There are five such
                    establishments in Stratham. Both the Stratham Plaza and the King's Highway
                    Plaza contain such uses.     Small-scale beauty shops are also located along
                    Squamscott Road, Winnicut Road and Portsmouth Avenue. The locations of these
                    sites are denoted by the symbol "B" on Map 9. Source: Town Business Records.
              16.   Industries and Manufacturing Establishments: There are several industries in
                    Stratham which use regulated substances as defined by the KH Groundwater
                    Protection Act of 1991 (RSA 485-C). The Town's primary industrial area is the
                    Stratham Industrial Park located in the southern corner of Town along Marin
                    Way.   Chief among the park's industries are: Hewlett - Packard (use of
                    regulated chemicals); Complex Medical Products (use of regulated chemicals),
                    and; Lindt & Sprungli USA (food processing - chocolate).        The locations of
                    Stratham's industries and manufacturing operations are denoted by the symbol
                    "I" on Map 9. Source: Town Business Records and discussions with various local
                    officials.

              17.   Newly Approved Development Projects: There are several newly approved
                    development projects taking place within Stratham which will involve a
                    significant amount of earth disturbance.      Chief among them are: an 18 lot
                    subdivision of off Depot Road to be served by an interior road; a seven lot
                    subdivision along River Road to be served by an interior road, a fast-food
                    restaurant for the front of King's Highway Plaza, and; completion of the last
                    phase of the Winding Brook Condominium project located off of Winding Brook
                    Drive. Source: Stratham Planning Board records.

              Potential Point Pollution Sources

              Stratham. is relatively free of point pollution sources, i.e., those sources confined
               o a specific, discernible location. There are no CERCLA (Superfund) sites in Town,
              nor are there any National Pollution Discharge Elimination System (NPDES) permit
              tholders. Such permits are usually required for the discharge of treated waters into
              a surface water resource.

              There is one Groundwater Discharge Permit which belongs to the Turnbury Condominium
              devel'opment. The permit allows the development's septic system to discharge as much
              as 30,000 gallons of wastewater per day into the ground.          As mentioned in the
              "Description of Groundwater Resources" chapter, there are several other large
              wastewater discharges in Town which are not included in the State's groundwater
              accounting system. These discharges are from the septic systems of several large-
              scale residential developmentEr which were built before the state initiated the
              Groundwater Discharge Permit system.

              There are several facilities regulated under Title III of SARA (Superfund Amendment
              Reauthorization Act) and several facilities regulated under the National Resource
               onservation and Recovery Act (RCRA). There are also several potential contamination
              sites identified by the DES Groundwater Protection Bureau.
              C

                                     Facilities Regulated Under SARA and RCRA

              Although the SARA and RCRA programs both deal with hazardous waste generation, there
              are some important differences.      The SARA program deals with emergency response
              planning in the event of a hazardous waste accident, whereas the RCRA program deals
               ore with the storage and disposal of hazardous wastes. Such planning is coordinated
              between state and local fire response officials. Since SARA and RCRA both deal with
              Mhazardous wastes, it is not uncommon to find a facility regulated under both programs.
              The table presented in Appendix D describes the establishments in Stratham which are
              regulated under SARA and RCRA. For the SARA sites, the table presents the following
              information: site owner, site location, type and quantity of hazardous wastes located
              on-site, and the noted physical and health hazards associated with each substance.
              The RCRA sites are listed by owner and street address.

                                                         25

                                Records of the Groundwater Protection Bureau

            The Groundwater Protection Bureau of DES maintains an inventory of existing and
            abandoned solid waste disposal sites, sites which have been investigated for
            groundwater contamination, leaking underground storage tanks and potentially hazardous
            land uses which are regulated under other federal and/or state programs. Items listed
            in the Groundwater Protection Bureau's inventory are considered point pollution
            sources. The inventork is from a print-out dated December of 1992, and is presented
            Appendix E.

                                          Underground Storage Tanks

            Underground storage tanks (UST) are a potential threat to water     resources in that
            leaking can occur due to defects in tank construction, improper      installation, and
            corrosion of older tanks.. New Hampshire requires all tanks with a capacity of 1,100
            gallons or more to be registered and the use reported to the Waste Management Division
            of the KH Department of Environmental Services (DES).

            According to the most recent records of the DES, there are 17 active USTs having
            capacities of 1, 100 gallons or greater at 12 locations scattered throughout Stratham.
            In addition, the Bureau has identified several leaking UST sites in Town. The leaking
            UST sites can be found in the threat inventory of the Groundwater Protection Bureau
            (Appendix E). Although municipal officials believe there are many abandoned UST
            scattered throughout Town, a comprehensive inventory has not been compiled at thi:
            time.

            The State's UST listing was provided by the Waste Management Division of the NH
            Department of Environmental Services in a print-out dated August, 1992.             This
            information was verified by Commission personnel in January 1993 with assistance from
            the Town's Administrative Assistant, Emergency Response Coordinator and local tank
            owners. A recent review of development proposals currently before the Planning Board
            indicate there are no new developments planning on using USTs.

            The general locations of all known active USTs and leaking USTs in Stratham are shown
            on the Potential Pollutant Sources Map (Map 9).        For the active tanks, details
            relative to tank location (street address), owner's name, capacity, type of construc-
            tion, dates placed in and/or out of service (as applicable), type of product stored,
            and description of the leak detection system (if any) is presented in Appendix F.

            Potential Threats - Existing and Future Land Use

            This section will describe the Town's existing development pattern, existing zoning
            arrangement and future land use plans as they relate to water resources. This section
            is based on the Existing Land Use Map (Map 6) and Future Land Use Map (Map 8) prepared
            by the ThoreBen Group as part of the 1985 Master Plan (the most recent master planning
            effort), and the Town's existing Zoning Ordinance and Map (Map 7).        As mentioned
            previously, the Town plans to embark on a Master Plan update project in early 1994.

                                              Existing Land Use

            Residential Development: There is no prominent concentration of residential
            development nor a distinct downtown area, rather, the residential pattern is quite
            dispersed. Extensive residential frontage development can be seen along the following
            roads: Stratham Heights Road, Bunker Hill Avenue, Winnicut Road, Union Road, High
            Street, River Road, Depot Road and Lovell Road. The majority of large residential
            subdivisions are served by their own interior roads.         Multi-family housing is
            scattered throughout Town along the same roads listed above.         Mobile homes and
            manufactured housing are primarily located in the northeastern corner of Town, along
            Lovell Road and Willowbrook Avenue.     This is essentially the Town's manufactured
            housing zoning district.    There are also mobile homes located on individual lots
            scattered throughout Town.

                                                      26

             According to the latest figures of the NH Office of State Planning and the Town's
             building permit data for 1992, single family homes account for approximately 64% of
             the Town's total housing stock, multi-family housing accounts for 33%, and
             manufactured housing (mobile homes, pre-built housing) makes up the remaining 3%.
             In real numbers, the latest breakdown is as follows: 1,295 single family homes, 668
             multi-family units, and 46 manufactured housing units.

             Commercial and Industrial Development: The vast majority of Stratham's commercial
             development occurs as a strip along either side of Portsmouth Avenue, beginning at
             the Exeter town line and extending just past the traffic circle. There are few other
             commercial establishments scattered throughout Town, however, they are small-scale
             l
             n nature; mostly home occupations. In terms of industrial development, Stratham's
             Industrial Park along Marin Way in the Town's southernmost corner is the primary
             ocation.

                                          Existing Zoning Arrangement

             Currently, there are seven zoning districts in Stratham, not including the
             environmental overlay districts.    of the seven districts, two are residential in
             nature, three are commercial, one is a mixture of residential and professional uses,
             and one is industrial. A graphic depiction of the Town's existing zoning arrangement
             is presented on Map 7 (Stratham Zoning Map). A description of the various zoning
             districts, including a discussion of their permitted uses which could potentially
             threaten the community's water resources, is presented below.

             Residential /Agricultural (RAI: This district covers the majority of land in Stratham,
             with the exception of the southern Portsmouth Avenue corridor and the other zoning
             districts located in the cornero of Town. The minimum lot size is one acre for single
             family homes and 1.5 acres for duplexes. The Town does utilize soil-based lot sizing
             standards, thus, the required lot size may be larger if warranted by the site's soil
             properties. The required frontage is 150 feet for single family homes and 175 feet
             for duplexes.

             The district is primarily one of single family homes, however, the following uses are
             also permitted by right: duplexes; cluster developments; manufactured housing;
             forestry, wildlife, timber preserves, reservoirs and nature Btudy areas; public parks
             and playgrounds; historic buildings or sites; farming and agriculture; tree farming;
             cemeteries; municipal buildings and public Bchools; SPCA facilities, and; excavation
             operations.

             Special exceptions include: home occupations; accessory apartments; overnight and day
             camps, cottage colonies, vacation resorts, hostels and similar recreational
             facilities; bed and breakfast inns; commercial riding BtableB and trails; recreational
             camping parks and areas, residential tenting and recreational vehicles; private
             schools; day care facilities; senior citizen centers; non-profit lodges and fraternal
             organizations; churches; public utilities, and; kennels.

             Manuf actur9d Housing IMAHI : This district is located in the northeast corner of Town,
             and has frontage on Lovell Road and Willowbrook Road. The minimum lot size is one
             acre for single family homes and 1.5 acres for duplexes. The Boil-based lot sizing
             standards may necessitate a larger lot Bize. The required frontage is 100 feet for
             single family homes and 175 feet for duplexes,      The district is primarily one of
             manufactured housing units and mobile homes. other permitted uses include: single
             family homes; two family dwellings; forestry, wildlife, timber preserves, reservoirs
             and nature study areas; public parks and playgrounds; historic buildings or sites;
             farming and agriculture; tree farming; cemeteries; municipal buildings and public
             schools, and; excavation operations.     The special exceptions are the same as the
             ReBidential/Agricultural District, with the exception of kennels which are not
             permitted.

                                                       27

             Professional /Residential (PRE): This district runs along Portsmouth Avenue from Bunker
             Hill Avenue to the traffic circle. The minimum lot size is one acre for single family
             homes and 1.5 acres for duplexes. The soil-based lot sizing standards may necessitate
             a larger lot size. The required frontage is 200 feet for all uses. The district's
             permitted uses include: single and two family dwellings; historic buildings and sites;
             forestry, wildlife, timber preserves, reservoirs and nature study areas; churches;
             cemeteries; farming and agriculture; municipal buildings and public schools;
             professional services, and; SPCA facilities.     Special exceptions include: cluster
             developments; home occupations; accessory apartments; bed and breakfast inns; senior
             citizen centers; public utilities, and; banks and lending institutions.

             Town Center (TC): This is a small district located in the vicinity of the traffic
             circle. The minimum lot size is one acre for single family homes and 1.5 acres for
             duplexes.   The soil-based lot sizing standards may necessitate a larger lot size.
             The required frontage is 100 feet for all Uses except duplexes which require 175 feet.
             The district's permitted uses include: single and two family dwellings; Cluster
             developments; bed and breakfast inns; hotels and motels; forestry, wildlife, timber
             preserves, reservoirs and nature study areas; public parks and playgrounds; historic
             buildings and sites; tree farming; senior citizen centers; churches; cemeteries;
             municipal buildings and public schools; retail sales and services; business services;
             professional services; banks and lending institutions; research and development,
             corporate and business offices; restaurants, and; veterinary hospitals.

             Special exceptions include: accessory apartments; farming and agriculture; private
             schools; day care facilities; non-profit lodges and fraternal organizations; public
             Utilities; hospitals, clinics, and nursing homes and rehabilitation centers; funeral
             parlors, plus; filling stations and service stations.

             General Commercial (GCMI: This district runs along both sides of Portsmouth Avenue
             from the Exeter border almost to the beginning of Reader Drive and Bunker Hill Avenue.
             The minimum lot size is one acre for all uses except for duplexes which must have 1.5
             acres. The soil-based lot sizing standards may necessitate a larger lot size. The
             required frontage is 200 feet for all uses.

             Permitted uses include: bed and breakfast inns; hotels and motels; forestry, wildlife,
             timber preserves, reservoirs and nature study areas; public parks and playgrounds;
             historic buildings and sites; farming and agriculture; tree farming; municipal
             buildings and public schools; retail sales and services; business services;
             professional services; banks and lending institutions; research and development,
             corporate and business offices; restaurants; filling stations and service stations;
             motor vehicle dealerships and auto repair shops; veterinary hospitals, and excavation
             operations.

             Special exceptions for this district include: two family dwellings; cluster
             developments; private schools; day care facilities; hospitals, clinics, and nursing
             homes and rehabilitation centers; funeral parlors; public utilities; kennels; adult
             uses; warehousing and wholesaling operations; freight and trucking terminals, and;
             commercial sawmills.

             Office/Research Park (ORP): This district is located in the southwest corner of Town,
             south of River Road   and between Portsmouth Avenue and the Squamscott River.        The
             minimum lot size is one acre (larger depending on soils), and the required frontage
             is 150 feet.

             Permitted uses include: forestry, wildlife, timber preserves, reservoirs and nature
             study areas; public parks and playgrounds; historic buildings and sites; municipal
             buildings and public schools; business services; professional services; research a
             development, corporate and business offices; warehousing and wholesaling operations;
             bulk storage and distribution of goods (excluding fuels), and; excavation operations.
             Special exceptions include: day care facilities; hospitals, clinics, and nursing homes
             and rehabilitation centers, and; public utilities.

                                                       28

             Industrial (IND): This district is located in the southern corner of Town and is
             accessed by Marin Way. The minimum lot size is two acres (larger depending on soils),
             and the required frontage is 150 feet. Permitted uses include% forestry, wildlife,
             timber preserves, reservoirs and nature study areas; historic buildings and sites;
             municipal buildings and public schools; business services; professional services;
             research and development, corporate /bus Ines s offices; banks and lending institutions;
             warehousing and wholesaling operations; manufacturing and assembly operations; bulk
             storage and distribution of goods (excluding fuels), and; excavation operations.
             Special exceptions include: public parks and playgrounds; farming and agriculture;
             tree farming; private schools; day care facilities; non-profit lodges and fraternal
             organization; hospitals, clinics, and nursing homes and rehabilitation centers; public
             utilities; retail sales; freight and trucking terminals; commercial sawmills, and;
             junk yards and recycling centers.

             For the commercial and industrial districts, situations where the permitted uses may
             be potentially hazardous include: laundromats, beauty parlors, print shops, and other
             service establishments which use chemicals and/or produce wastewater; doctor, dentist,
             and veterinary offices which produce medical wastes; large, paved parking areas which
             inadequately handle surface water runoff; automotive uses; and manufacturing and
             assembly establishments which inadequately store, use, and dispose of petroleum
             products and other hazardous chemicals.

                                                 Future Land Use

             As mentioned previously in the potential groundwater supply section of the
             "Description of Groundwater Resources" chapter, the Town's most recent future land
             use plan comes from the 1985 Master Plan prepared by the Thoresen Group.           It is
             expected that a new Master planning process will begin in early 1994. In the absence
             of a more recent future land use plan for the Town, the 1985 Master Plan's Future Land
             Use Map (included here as Map 8) will be reviewed for this section.

             Comparing the Town's existing zoning scheme with the 1985 Future Land Use Map
             indicates that a majority of the zoning changes recommended by the 1985 Master Plan
             have been implemented. There were, however, several recommended zoning changes from
             the 1985 Master plan which were not implemented. The first was the establishment of
             an agricultural district located between College Road (Route 108) and the Squamscott
             River. Although such a district would help to preserve open space and limit the
             possibilities of pollution from commercial and industrial development, having farms
             and agriculture as the sole permitted uses could increase the risk of contamination
             from pesticides, fertilizers, animal feed lots and manure storage.           This would
             certainly have negative Implications for the Squamscott River and Mill Brook, which
             is a tributary to the river. The Town does not have any plans to establish such a
             district at this time.

             The second recommended zoning change which did not get implemented was the establish-
             ment of three medium density residential districts: one south of Route 101-51, another
             surrounding the existing Town Center district, and another straddling both sides of
             Bunker Hill Avenue (directly above the Bunker Hill Aquifer). These districts would
             not have any significant detrimental effect on the Town's water resources, for the
             soil-based lot sizing standards and the provisions of the Aquifer Protection District
             would eliminate the possibility of over-taxing the soil's ability to absorb and treat
             wastewater discharged from on-site septic systems. The Town does not have any plans
             to establish these districts at this time.

                                            Master Plan Considerations

             In addition to the Future Land Use Plan and Map of the 1985 Master Plan, there are
             other sections of the plan which have Implications for the Town's water resources.
             The Town's Open Space Plan, prepared in 1989 by the Rockingham Planning Commission
             also contains several recommendations which deal with water resources. A summary of
             the various Master Plan considerations is presented in the following pages.

                                                        29

             1985 Master Plan: Policies and Recommendations

             Policy: "It is the policy of the Town of Stratham to maintain the rural residential
             character of the community by encouraging the preservation of open space and
             development based on the adequacy of the site." (p.123)

                   Recommendation:   The Planning Board should... "review the development of a
                   public sewer service in neighboring towns and determine its impact on Stratham
                   including the possibility of extend@ng the line(s) to parts of Stratham."
                   (p.124)

                   Recommendation: The Conservation Commission should..."encourage the donation
                   of, accept, and/or purchase significant wetlands and other lands and manage
                   them in the Town's interest." (p.124)

             Policy: "It is the policy of the Town of Stratham to work with the Boston & Maine
             Railroad to improve recreation access to Great Bay." (p.128)

                   Recommendation:   The Town should..."meet with Boston & Maine officials to
                   review the problem and possible solutions." (p. 128)

                   Recommendation: The Town should... "consider applying for coastal zone or other
                   public or private monies to address the solutions." (p. 128)

             Policy: "It is the policy of the Town of Stratham to protect the health, safety and
             welfare of its residents by enforcing all ordinances pertaining to on-site water
             sources and sewage disposal systems." (p. 129)

                   Recommendation: The Town should..."establish minimum regulations higher than
                   the WSPCD standards pertaining to on-lot sewage disposal system and minimum
                   distances from property lines, surface water and open drainage as appropriate."
                   (p. 130)

                   Recommendation: The Town should provide for the... "inspection of all (septic)
                   systems by qualified personnel." (p. 130)

                   Recommendation: The Planning Board should... "consider proposals incorporating
                   new technology for limited private water and sewer systems in new developments
                   or developments needing to address problems in keeping with WSPCD standards."
                   (p. 130)

             Policy: "It is the policy of the Town of Stratham to protect potential public water
             supply sources from development." (p. 130)

                   Recommendation: The Town should..."hire a water system engineer to identify
                   and evaluate potential sources of water for a municipal water system." (p. 130)

                   Recommendation:   The Planning Board should... "develop an overlay zone for
                   aquifer and water supply system protection and recommend adoption." (p. 130)

                   Recommendation: The Town should... "purchase the land or development rights to
                   key parcels, if needed, to protect future town water supplies." (p. 130)

             Policy: "It is the policy of the Town of Stratham to encourage development with the
             potential need for a public sewer system near existing neighborhood sewer lines." (p.
             130)

                   Recommendation:   The Town should..."meet with neighboring communities to
                   determine their plans vis-a-vis expansion or development of their sewer
                   systems." (p.'131)

                                                      30

                  Recommendation: The Planning Board should... "review the findings and recommend
                  action (or no action) in the Capital Improvements Program." (p. 131)

                  Recommendation:  "If the sewer line is extended or a suitable limited site
                  specific system is developed, the Planning Board (should) review and revise
                  accordingly its development criteria for that area." (p. 131)

                  Recommendation: The Planning Board should... "identify appropriate location(s)
                  for a sewage treatment plant and consider acquisition in the event it is needed
                  in the future." (p. 131)

           Policy: "It is the policy of the Town of Stratham to improve the recreation access
           to Great Bay." (p. 137)

                  Recommendation: The Town should-."work with the Boston & Maine Railroad and
                  the State of New Hampshire to change the railroad bridge to allow boats to pass
                  under it, if feasible." (p. 138)

                  Recommendation: The Town ehould..."work with the Town of Greenland and the NH
                  Fish and Game Department to improve access to Great Bay at the foot of Depot
                  Road." (p. 138)

                  Recommendation: The Town should- -initiate a feasibility study to improve the
                  Town Landing on River.Road." (p.,138)

           Policy: "It is the policy of the Town of Stratham to maintain and improve the water
           quality of the Squamscott River for recreation purposes.- (p. 138)1.'
                  Recommendation: The Town should... "protect the Squamscott River from possible
                  pollution by working with the abutting landowners, the WSPCD, and the Rocking-
                  ham County Conservation District on wise land stewardship." (p. 138)

                  Recommendation: The Planning Board should..."review existing regulations and
                  develop new regulations if appropriate to protect the natural resources of the
                ,,Squamscott River watershed." (p. 138)

                  Recommendation: The Town should..."work with all municipalities abutting the
                  Squamscott River to develop and enforce similar standards." (p. 138)

           Policy: "It is the policy of the Town of Stratham through its regulatory powers to
           limit and/or control development in environmentally sensitive areas to include:
           wetlands, flood plains, potential public water supplies, aquifers, steep slopes in
           excess of 15%, and other areas with poor soils and/or inadequate drainage." (p. 139)

                  Recommendation:  The Planning Board should... "review soil, slope, wetlands,
                  flood plains, topographic, and any other natural resource or historic
                  identification maps as part of its planning process when development proposals
                  are made." (p. 139)

                  Recommendation: "If a development proposal appears to be in an environmentally
                  sensitive area based on the Planning Board's review, the Planning Board
                  (should) request site specific data regarding specific environmental concerns."
                  (p. 140)

                  Recommendation:  The Conservation Commission should... "investigate and approve
                  all construction in wetland areas." (p. 140)

                  Recommendation:  The Planning Board should..."review and recommend changes, if
                  desired, in the' Zoning Ordinance, Subdivision Regulations and Site Plan Review
                  Procedures to be consistent with this policy." (p. 140)
     'A

                                                     31

              1989 ften Space and Recreation Plan: Goals and Recommendations

                                                      Wetlands

                     Recommendations: The Town of Stratham should...

                           "Perform a wetlands evaluation and adopt Prime Wetlands designation for
                           the municipality's most important wetlands." (p. 58)

                           "Encourage the enforcement of current zoning, subdivision and site plan
                           review regulations, as well as state and federal rules/laws pertaining
                           to wetlands." (p. 58)

                           "Continue to review Dredge and Fill applications." (p- 58)

                           "Protect the most important wetlands by easement and/or acquisition." (p.
                           58)

                                                    Floodplains

                     Recommendations: The Town of Stratham should...

                           "See that the Town, as a participant in the National Flood Insurance
                           Program, keeps its floodplain ordinance up to date and consistent with
                           the program's requirements." (p. 58)

                           "Attempt to acquire lands or interest in lands in floodplain areas
                           especially those along the Squamscott River and Great Bay." (p. 58)

                           "Review proposed developments or alterations in floodplains for
                           compliance with local, state, and federal requirements - especially with
                           respect to waste water disposal and erosion." (p. 58)

                                                     Shorelands

                   ..,Recommendations: The Town of Stratham should...

                           "Improve public access to the water bodies in Town by acquiring more
                           shorefront land or easements." (p. 58)

                           "Maintain the Shoreland Protection District to prevent detrimental
                           alteration of the land close to the shores." (p. 58)

                                                    Groundwater

                     Recommendations: The Town of Strathami should...

                           "Perform an inventory of well water quality and continue to monitor." (p-
                           58)

                           "Perform an inventory of possible future public water sources and adopt
                           an aquifer protection ordinance.ff (p. 58)

              The 1989 open Space and Recreation Plan also contains goals and recommendations
              regarding habitat areas and aesthetic considerations. These goals and recommendations
              have an indirect benefit to the Town's water resources, simply because they emphasize
              the maintenance of habitat areas and scenic vistas.          Since these resources are
              primarily found along riverbanks and shorelines, the recommendations do imply a
              benef it f or the Town's water resources. Please review the Town I s 1989 Open Space and
              Recreation Plan for   the complete set of goals and recommendations set forth in the
              plan.

                                                         32

              Potential Pollution sources - Inside and Outside Strathan

              As the Squamscott River is one of the major tributaries to the Great Bay estuary -
              New Hampshire's premiere marine ecosystem - Stratham planners should keep track of
              potential pollution sources along the banks of the river and its tributaries within
              the Town. Stratham's existing Shoreland Protection Ordinance and District does much
              in terms of limiting potential threat opportunities along the Town's riverbanks. The
              Town's various municipal boards should continue to stringently enforce the provisions
              of this ordinance.

              Currently, there are three wastewater treatments plants discharging to the Squamscott
              River: facilities owned by the towns of Exeter, Newfields and Newmarket. Certainly
              this situation has been a contributing factor to the water quality problems of the
              river as well as Great Bay. As mentioned previously in the "Description of Surface
              Water Resources" chapter, the river does not meet the water quality standards of Its
              Class B designation, and the bay is periodically closed to shellfish harvesting due
              to high bacteria counts. Stratham planners should be aware of any plans to upgrade
              neighboring wastewater treatment facilities and comment on such plans when deemed
              appropriate.

              Stratham planners should also monitor development activity taking place within the
              watersheds which it shares with neighboring communities, and participate in any
              waterBhed-wide protection efforts.      Monitoring development activity within the
              watersheds could be achieved by simply obtaining the Planning Board agendas of the
              other watershed communities.    In turn, the Stratham Planning Board could send its
              monthly agenda to the Planning Boards of the other watershed communities. In addition
              to keeping the Stratham Planning Board informed on development activity within its
              watersheds, this process will go a long way towards inspiring inter-coMMunity
              communication and cooperation. Reviewing the Planning Board agendas of neighboring
              watershed communities could be a regular monthly agenda item for the Stratham Planning
              Board.

              Regarding groundwater protection, Stratham planners should continue to monitor
              existing potential threats located above the Town's aquifers. The existing Aquifer
              Protection Ordinance does much in terms of limiting threat opportunities above
              Stratham's aquifers, and the Town's various municipal boards should continue to
              stringently enforce the provisions of this ordinance. The Planning Board is currently
              engaged in preparing a Wellhead Protection Program which should further enhance the
              Town's groundwater protection efforts.

              In an ef fort to obtain a comprehensive groundwater database, the Planning Board should
              consider revising its land use policies to require a detailed water supply study for
              proposed community water systems and large public water systems. Such a study could
              be required on a Town-wide basis or only when such systems are planning to locate
              above an aquifer. Requiring such a study could be a provision of the Town's Aquifer
              Protection Ordinance, or could be a single provision within the Subdivision
              Regulations and Site Plan Review Regulations.

              As part of a detailed water supply study, the Town could ask that the following items
              be addressed: the aquifer's water quality, the system's overall impact on the
              aquifer's rate of recharge and water delivery capability, and secondary impacts such
              as the potential for de-watering adjacent wetlands, potential affects on the
              surrounding water table, potential changes to the base f lows of adjacent watercourses.
              potential affects on existing water wells within the area, and the current impact of
              existing public water systems including their plans for expansion (if such plans
              exist).

                                                        33

                                     DESCRIPTION OF THE INFRASTRUCTURE

            Regarding the source information (both data and maps) used to describe and map the
            infrastructure of Stratham, the municipality considers such information to be, at a
            minimum, as detailed and as accurate as the maps or information replaced.          The
            municipality considers the source information to be the best available information
            existing at this time.

            Septic System Usage

            According to the latest figures of the NH Office of State Planning, there are 5,035
            residents in Stratham, and 2,009 housing units. Dividing the total population by the
            total housing units yields a person per household f igure of 2. S.     The person per
            household figure will be used throughout this chapter for a variety of purposes,
            including: calculating the number of Stratham residents served by community water and
            septic systems, calculating the number of Stratham residents served by individual
            water wells and septic systems, estimating the Town's existing water demands, and
            projecting the Town's future water demands.

            Septic disposal in Stratham is handled entirely by individual, on-site septic systems
            and community septic systems. The Town does not have a municipal sewer system, nor
            are there any plans for the establishment of such a system within the planning period
            (approximately the next ten years). A review of Planning Board records indicate that
            452 housing units are served by community septic systems.       Using the person per
            household figure, it is estimated that roughly 1,130 Stratham residents are served
            by community septic systems. Subtracting the number of houses served by community
            septic systems from the Town's total housing stock indicates that roughly 1,557
            Stratham households are served by individual, on-site septic systems.       Using the
            person per household figure, it is estimated that approximately 3,905 residents (or
            77% of the Town's total population) are served by on-site, individual septic systems.

            Situations of septic system failure are handled by the Town's Code Enforcement officer
            and, in extreme cases, the Townfs Health Officer. According to a recent review of
            records maintained by the Code Enforcement Officer, instances of septic system failure
            have been scattered throughout Town, with the majority of cases being those system
            located in close proximity to the major rivers and streams, as well as in area:
            containing high water tables. Many of the failed Systems were installed before the
            NH Water Supply and Pollution Control Division established rules regarding septic
            system placement.

            The more rural areas of Stratham have a high percentage of soils which contain
            moderate to severe limitations for the placement of on-site septic systems. For a
            graphic depiction of these areas, as well as areas rated high in terms Of septic
            system suitability, please review the accompanying Septic System Limitation Map (Map
            10). This map should not lead one to believe that areas of low suitability cannot
            be utilized for the placement of septic systems, rather, the map's purpose is to point
            out limitations which must be dealt with during the building phase.       Many of the
            environmental constraints can be mitigated through corrective measures taken by the
            developer.

                                                      34

                                                                                                                                   T o w n       o f     S t r a t     ham
                                                                                                              S o     I    S u i    t ab i I i t y         f  o r       e p t i c       Systems
                                                                                                                                                   WAIPAO'

                                                                                                                                                              W a t e r

                                                                                                                                                              V e r y   0 w S u I t a b i I i t y

                          U I         I                                                                                                                       L o w S U I t a b I I I t y

                                                                                                                                                              M e d i u              I
                                                                                                                                                                      6 Suitabitity

                                                                                                                                                              Hi
                                                                                                                                                                 gh   @u i t ab i I  i t y
                                                            @ MTT
                                                     LLT                                                                                             IMI

                                                                                Ti                                                                            V er y      g h S u I  t ab i I I t y

                                                                                                                                                              N ot   R  t e d  T o o  V a r i a b I e

                                                                                                                                                Sources. "Soils Potential for Development-
                                                                                                                                                           Fockinghamo@ounty" ' U.S.D.A.-Soil
                                                                                                                                                           C o n s e r v a I i
                                                                                                                                                                        Service and Rockingham
                                                                                                                                                           County Cons r v a I Ion Disl.: May 1987.

                                                                                                                                                           Rockingham  ourity, N.H. Soils Map:
                                                                                                                                                           U-S D A.-Soil Conservation Service.
                                                                                                     0           3 5 0 0       7 0 0 0     1 0 5 0 0                   a  h 1 9 8 0
                                                                                                                                                           Preliminary Data - Subject  to Change
                                                                                                                                                           P r e p a r e d b y@tbe Rockingham Planning
                                                                                                                                                           Commission, M a y 19 a 9          SRG
                                                                                                             S c a I e  i n F e e t

              According to the soil rating matrix prepared by the Rockingham and Strafford County
              Conservation Districts (see Appendix A), Stratham's land area is fairly evenly divided
              between soils containing severe limitations for the placement of on-site septic
              systems, and soils of medium to high suitability. Significant concentrations of Boils
              with low suitability include: a large area between Stratham Heights Road and the
              Stratham, Industrial Park; an area encircled by Route 101, Stratham Heights Road, and
              Bunker Hill Avenue; much of the land directly abutting the Squamscott River, and; much
              of the land on either side of Union Road, north of its intersection with Bunker Hill
              Avenue.

              Significant concentrations Of Boils having high to medium suitability include; land
              in the southernmost corner of Town within the Stratham. Industrial Park, and the land
              which fronts on the Town's major roads: Route 101 (Portsmouth Avenue), Route 108
              (College Road), Bunker Hill Avenue, Stratham Heights Road, Winnicut Road, Lovell Road,
              Depot Road and portions of High Street.

              The soil properties of proposed development sites need to be thoroughly evaluated
              during the subdivision and site plan review process, prior to the installation of
              septic systems. To this end, the Planning Board does review all subdivision and site
              plans with respect to potential soil/septic system problems.

              Under State law (RSA 149-M;13), each community must have its own septage disposal
              facility, or a formal agreement with another municipality to utilize their facility.
              Currently, there are no permitted septage disposal sites located within the Town,
              however, Stratham does have an agreement with Hampton to use their wastewater
              treatment plant for septage disposal. Septage from Stratham is brought to the plant
              by private septage haulers who are charged a fee by the Town of Hampton.             Thus,
              although this is an inter-municipal agreement, the disposal fees are paid by the
              haulers and not the Town.

              Solid Waste Disposal

              According to the document entitled, Feasibility Review and Design Report for a
              Material Recovery Facility, prepared for the Lamprey Regional Solid Waste Cooperative
              by Alternative Resources Inc. and Kimball Chase Co. in December of 1992, Stratham
              produces approximately 3,748 tons of solid waste per year. This total includes both
              residential and non-residential waste estimates.       In addition to the above total,
              Stratham's recycling program receives an average of 185 tons of recyclable materials
              per year.

              The Town's transfer Btation, located at the Bite of the old municipal landfill along
              Union Road, is the only solid waste disposal facility in Stratham that has a permit
              from the State under RSA 149-M. Four monitoring wells have been installed on-site
              as part of the landfill's closure plan.        After four rounds of well testing, no
              significant water quality problems have been detected. Two nearby streams have also
              been Bampled with no serious water quality problems noted.         There are no existing
              permit violations at this site, however, the landfill's closure plan has yet to be
              approved by the State.     Stratham does not plan on expanding this site within the
              foreseeable future.

                                                          35

            At the transfer station, Stratham residents can dispose of bulky items, metals, brush
            and recyclables. The bulky items are deposited into a roll-off which is then brought
            to the Turnkey Landfill in Rochester, NH.    Metals are baled on-site and sold for
            scrap. Brush is burned on-site. Stratham's recycling program includes the following
            items: glass (clear, brown and green), newsprint, aluminum cans, plastics, tin and
            steel cans.

            curb-side pick up of trash is provided by Waste Management of New Hampshire Inc., a
            BOlid waste hauler out of Rochester. Waste Management brings the trash to the waste-
            to-energy incinerator at the University of New Hampshire (UNH) in Durham. Stratham
            uses this facility as part of its membership in the Lamprey Regional Solid Waste
            Cooperative. It is anticipated that UNH will no longer accept solid waste in the near
            future, thus, the Cooperative is currently investigating other disposal options.

            Public Water Supplies

            As mentioned previously, Stratham residents receive their water entirely from on-site
            water wells, and public water systems as defined by RSA 485:1. According to the RSA,
            there are three types of public water systems: community water systems, non-community
            water systems, and non-community, transient water systems. These systems are defined
            as follows:

                  Community Water System: A public water system which serves at least 15 service
                  connections used by year-round residents or regularly serves at least 25 year-
                  round residents.     Community water Systems are usually associated with
                  residential developments.

                  Non-Community Water System: A public water System which serves the same 25
                  people, or more, over six months per year. Examples of this type of system
                  include: schools, government buildings, and large industries.

                  Non-Community, Transient System: A public water system which serves a transient
                  population of 25 people, or more, over six months per year. Examples of this
                  type of system include: restaurants, churches and parks.

            Public water systems are periodically tested by the Engineering Bureau of the Water
            Supply and Pollution Control Division within the NH Department of Environmental
            Services (DES).   Starting in January 1993, the community and non-community water
            systems will receive an annual Safe Drinking Water Analysis (SDWA) which involves
            testing for the following items: iron, manganese and other metals, inorganics,
            volatile organic compounds, pH, and radon.    Prior to January 1993, these systems
            received an SDWA every three years. The non-community, transient systems receive an
            SDWA every six years. Historically, community water systems are tested monthly for
            bacteria. Beginning in January 1993, the two types of non-community systems will be
            tested for bacteria every three months, however, it remains to be seen whether DES
            has thestaff to comprehensively implement this new requirement.

            According to the most recent records of the NH Department of Environmental Services,
            there are 34 active public water systems located in Stratham.      These systems are
            described in the following pages and their general locations, including their service
            areas, can be Been on Map 11 (Utilities and Infrastructure).

                                                     36

                           Town -of Stratharn                                                                                 Utilities and Inf rastructure

                                                                                                                                                                                                                                   MAP 11

                                                                                                                                                                   - 04 -04

                                                                                                                                                                                                                                               Community

                                                                                                                                                                                                                                               Aberdeen West
                                                                                                                                                                                                                                               2Balmoral
                                                                                                                                                                                                                                               3lurnloven
                                                                                                                                                                                                                                               4GI an Car y Condo.
                                                                                                                                                                                                                                               5Jewett Hill
                                                                                                                                                                                                                                               6Uurrifisld Cluster
                                                                                                                                                                                                                                               7us rose Condos
                                                                                                                                                                                                                                               aPh:!sont Run
                                                                                                                                                                                                                                               ISolt.:Iver
                                                                                                                                                                                                                                               10 Tur ury Condos
                                                                                                                                                                                                                                               "Smith Form
                                                                                                                                                                                                                                               12 Str:thom Green
                                                                                                                                                                                                                                               13 Strthom Woods
                                                                                                                                                                                                                                               14 Thornhill Condos
                                                                                                                                                                                                                                               _15-11rindlifil-BrooY Corfddi-
                                                                                                                                                                                                                                               18 Lamington Hill Condos

                                                                                                                                                                                                                                               Non-Community
                                                                                                                                                                                                                                               1_7_";I_or_n__S_ch_o`o-l -
                                                                                                                                                                                                                                               18 Bell & Flynn
                                        Legend                                                                                                                                                                                                 19 Country Kids
                                                                                                                                                                                                                                               20 Cornerstone School
                                                                                                                                                                                                                                               21 King's Highway
                                     Public Water                                                                                                                                                                                              22 Uorket Basket
                                                                                                                                                                                                                                               23 NH Tech. College
                                     System Well                                                                                                                                                                                               24 Piper's Landing
                                                                                                                                                                                                                                               25 Rockingham News
                                                                                                                                                                                                                                               26 Sho we
                                                                                                                                                                                                                                               27 Ton Offices
                                     Town Highway                                                                                                                                                                                              28 Usmoriol School
                                     Garage                                                                                                                                                                                                    Non-Community Transient
                                                                                                                                                                                                                                               ------------------------
                                                                                                                                                                                                                                               29 Carriage Stall
                                     Municipal                                                                                                                                                                                                 30 The Commons
                                     Transfer Station                                                                                                                                                                                          31 The Coop
                                                                                                                                                                                                                                               32 Community Church
                                                                                                                                                                                                                                               33 Strathom Hill Park
                                     Water System                                                                                                                                                                                              34 Sweet Or ,=3 Bakery
                                     Service Area

                                                                                                                                 1"       2250 ft.
                                                                                                                                 Scale 1:27000
                                                                                                        1                                                                                                                                      Prepared by the
                                                                                                        I                        I                       I                       i       -                             Rockingham Planning Commission
                                                                                                        0 feet                   2250                   4500                     6750                                  June 1, 1993                                     DRA

                                           Community Water Systems

           1.     Glen Gary Condominiums:  Located off of Depot Road, this development consists
                  of 114 two-bedroom, single family homes. Using the person per household figure
                  (2.5), the development's population is estimated at 285 people.       The water
                  system consists of two bedrock wells, both of which are 300 feet deep. One
                  well can deliver 25 gallons per minute (gpm), while the other can deliver 30
                  gpm. When combined, these wells have the capacity to deliver 79,200 gallons
                  per day (gpd) if pumped continuously over 24 hours. The water is not metered,
                  however, using the WSPCD design standards for two-bedroom houses (300 gpd), it
                  is estimated the system has an existing daily water demand of approximately
                  34,200 gpd; well below its delivery capability. The facility manager has not
                  noted any water pressure or water quality problems as yet. There are no plans
                  at this time to expand this development.

           2.     Salt River Condominiums: Located off of Brookside Drive, this development
                  consists of 78 two-bedroom, single family homes.         Using the person per
                  household figure, the development's population is estimated at 195 people. The
                  water system consists of two bedrock wells, one is 140 feet deep while the
                  other is 240 feet deep.    One well can deliver 50 gpm, while the other can
                  deliver 65 gpm.    When combined, these wells have the capacity to deliver
                  165,600 gpd if pumped continuously over 24 hours. The water is not metered,
                  however,  using the WSPCD design standards for two-bedroom houses, it is
                  estimated the system has an existing daily water demand of approximately 23,400
                  gpd; well below its delivery capability. The facility manager has not noted
                  any water pressure or water,quality problems as yet.     There are no plans at
                  this time to expand this development.

           3.     Thornhill Condominiums: Located off of Rolling Farm Road, this development
                  consists  of 70 two-bedroom, single family homes.        Using the person per
                  household figure, the development's population is estimated at 175 people. The
                  water system consists of two bedrock wells, one is 500 feet deep while the
                  other is 585 feet deep.    One well can deliver 19 gpm, while the other can
                  deliver 30 gpm. When combined, these wells have the capacity to deliver 70,560
                  gpd if pumped continuously over 24 hours. The water is not metered, however,
                  using the WSPCD design standards for two-bedroom houses, it is estimated the
                  system has an existing daily water demand of approximately 21,000 gpd; well
                  below its delivery capability. The facility manager has not noted any water
                  pressure or water quality problems as yet. There are no plans at this time to
                  expand this development.

           4.     Montrose Condominiums: Located off of Hersey Lane, this development consists
                  of 84 one-bedroom, single family homes.      The president of the condominium
                  association estimates the development's population at 160 people. The water
                  system consists of two bedrock wells, both of which are 160 feet deep. Both
                  wells can deliver 20 gpm.    When combined, these wells have the capacity to
                  deliver 57,600 gpd if pumped continuously over 24 hours.      The water is not
                  metered, however, Using the WSPCD design standards for one-bedroom houses (225
                  gpd), it is estimated the system has an existing daily water demand of
                  approximately .18,900 gpd; well below its delivery capability.     The facility
                  manager has not noted any water pressure or water quality problems as yet.
                  There are no plans at this time to expand this development.

                                                      37

              5.    Burnhaven Condominiums: Located off of Willow Brook Road, this development
                    currently consists of 19 three-bedroom, single family homes; however, an
                    additional 41 units have been approved. Using the person per household figuref
                    the development's current population is estimated at 48 people; however, 150
                    people are expected when the development is fully built-out. The water system
                    consists of two bedrock wells, both of which are 180 feet deep.- One well can
                    deliver 25 gpm, while the other can deliver 30 gpm. When combined, these wells
                    can deliver 791,230 gpd if pumped continuously over 24 hours. The water is not
                    metered, however, using the WSPCD design standards for three-bedroom houses
                    (450 gpd), it is estimated the system has an existing daily water demand of
                    approximately 8,550 gpd. Once fully built-out, the system's water demand is
                    estimated at 22,500 gpd. Thus, the system's demand is well below its delivery
                    capability, even after full-build out. The facility manager has not noted any
                    water pressure or water quality problems as yet. There are no plans at this
                    time to expand this development.

              6.    Stratham Green Condominiums: Located off of College Road (Route 108), this
                    development consists of 24 four-bedroom, duplexes; however, and additional six
                    units have been approved.       Using the person per household figure, the
                    development's current population is estimated at .120 people; however 150 people
                    are expected when the development is fully built-out.         The water system
                    consists of two bedrock wells, one is 260 feet deep while the other'is 460 feet
                    deep. one well can deliver 15 gpm, while the other can deliver 20 gpm. When
                    combined, these wells can deliver 50,400 gpd if pumped continuously over 24
                    hours. The water is not metered, however, using the WSPCD design standards for
                    four-bedroom duplexes (600 gpd), it is estimated the system has an existing
                    daily water demand of approximately 14,400 gpd.      Once fully built-out, the
                    system's water demand is estimated at 18,000 gpd. Thus, the system's demand
                   ,.is well below its delivery capability, even after full build-out. The facility
                    manager has not noted any water pressure or water quality problems as yet       .
                    There are no plans at this time to expand this development.

              7.    Balmoral Condominiums: Located off of High Street, this development consists
                    of 42 two-bedroom, single family homes. Using the person per household figure,
                    the development's population is estimated at 105 people.       The water system
                    consists of two bedrock wells, both of which are 140 feet deep. One well can
                    deliver 30 gpm, while the other can deliver 50 gpm. When combined, these wells
                    can deliver 115,200 gpd if pumped continuously over 24 hours. The water is not
                    metered, however, using the WSPCD design standards for two-bedroom houses, it
                    is estimated the system has an existing daily water demand of approximately
                    12,600 gpd; well below its delivery capability. The facility manager has not
                    noted any water pressure or water quality problems as yet. There are no plans
                    at this time to expand this development.

              8.    Winding Brook Condominiums: Located off of Winding Brook Drive, this develop-
                    ment currently consists of 41 two-bedroom, single family homes; however, an
                    additional 36 homes are planned for the future.       Based on the person per
                    household figure, the development's population is currently estimated at 103
                    people; however, once fully built-out, the development could have a total
                    population of - approximately 200 people.    The water system consists of two
                    bedrock wells, both of which are 340 feet deep. Both wells can deliver 30 gpm.
                    When combined, these wells can deliver 86,400 gpd if pumped continuously over

                                                        38

                  24 hours. The water is not metered, however, using the WSPCD design standards
                  for two-bedroom houses, it is estimated the development has an existing water
                  demand of approximately 12,300 gpd. Once fully built-out, the development's
                  water demand is estimated at 23,700 gpd.    Thus, the system's demand is well
                  below its delivery capability, even after full build-out. The facility manager
                  has not noted any water pressure or water quality problems as yet.

            9.    Jewett Hill: Located off of Portsmouth Avenue (Route 101), this development
                  consists of 26 four-bedroom, single family homes.        The president of the
                  condominium association estimates the development's population at 90 people.
                  The water system consists of two bedrock wells, both of which are 200 feet
                  deep. one well can deliver 54 gpm, while the other can deliver 65 gpm. When
                  combined, these wells can deliver 171,360 gpd if pumped continuously over 24
                  hours. The water is not metered, however, using the WSPCD design standards for
                  four-bedroom houses (600 gpd), it is estimated the system has an existing daily
                  water demand of approximately 15,600 gpd; well below its delivery capability.
                  The facility manager has not noted any water pressure or water quality problems
                  as yet.   There are several additional phases planned for this development,
                  however, none have been approved by the Planning Board at this time.

            10.   Lamington Hill Condominiums: Located off of Winnicut Road, this development
                  consists of 14 four-bedroom, single family homes.        The president of the
                  condominium association estimates the development's population at 45 people.
                  The water system consists of two bedrock wells, one is 300 feet deep while the
                  other is 360 feet deep.    One well can deliver 30 gpm, while the other can
                  deliver 60 gpm. When combined, these wells can deliver 129,600 gpd. if pumped
                  continuously over 24 hours. The water is not metered, however, Using the WSPCD
                  design standards for four-bedroom houses, it is estimated the system has an
                  existing demand of approximately 8,400 gpd; well below its delivery capability.
                  The facility manager has not noted any water pressure or water quality problems
                  as yet. There are no plans at this time to expand this development.

            11.   Turnbury Condominiums: Located off of Squamscott Road, this development
                  currently consists of five three-bedroom, single family homes; however, a total
                  of 72 houses have been approved and may yet be built. The president of the
                  condominium association estimates the development's population at 15 people;
                  however, once the development is fully built-out, the total population may be
                  as high as 180 people. The water system consists of two bedrock wells, one is
                  500 feet deep while the other is 860 feet deep. Both wells can deliver 30 gpm.
                  When combined, these wells can deliver 86,400 gpd if pumped continuously over
                  24 hours. The water is not metered, however, using the WSPCD design standards
                  for three-bedroom houses, it is estimated the development has an existing daily
                  water demand of approximately 2,250 gpd; however, once fully-built out, the
                  system's water demand may be as high as 32,400 gpd. Thus, the system's demand
                  is well below its delivery capability, even after full build-out. The facility
                  manager has not noted any water pressure or water quality problems as yet.

            12.   Smith Farm Condominiums: Located off of Smith Farm Road, this development
                  consists of 13 three-bedroom, single family homes.       The president of the
                  condominium association estimates the development's population at 40 people    *
                  The water system consists of two bedrock wells, one is 140 feet deep while the
                  other is 220 feet deep. One well can deliver seven gpm, while the other can

                                                      39

                   deliver 20 gpm. When combined, these wells have the capacity to deliver 38,880
                   gpd if pumped continuously over 24 hours. The water is not metered, however    '
                   using the WSPCD design standards for three-bedroom houses, it is estimated the
                   system has an existing qaily water demand of approximately 5,850 gpd; well
                   below its delivery capability. The facility manager has not noted any water
                   pressure or water quality- problems as yet. There are no plans at this time to
                   expand this development.

             13.   Pheasant Run Condominiums: Located  off of Portsmouth Avenue (Route 101), this
                   development consists of 28 three-bedroom, single family homes. The president
                   of the condominium association estimates the development's population at 80
                   people. The water system consists of two bedrock wells, one is 102 feet deep
                   while the other is 107 feet deep. One well can deliver 27 gpm, while the other
                   can deliver 35 gpm. When combined, these wells have the capacity to deliver
                   89,280 gpd if pumped continuously over 24 hours.     The water is not metered,
                   however, using the WSPCD design standards for three-bedroom houses, it is
                   estimated the system has an existing daily water demand of approximately 12,600
                   gpd; well below its delivery capability. The facility manager has not noted
                   any water pressure or water quality ptoblems as yet.     There are no plans at
                   this time to expand this development.

             14.   Stratham Woods Condominiums: Located off of Butterfield Road, this development
                   currently consists of 10 three-bedroom,     single family homes; however, an
                   additional five units have been approved.     The president of the condominium
                   association estimates the development's     current population at 30 people;
                   however, the total could be as high as 45 residents once the development is
                   fully built-out. The water system consists  of two bedrock wells, both of which
                   are 620 feet deep. One well can deliver 12 gpm, while the other can deliver
                  ,15 gpm.     When combined, these wells can deliver 38,880 gpd if pumped
                   continuously over 24 hours. The water is not metered, however, using the WSPCD
                   design standards for three-bedroom houses, it is estimated the system has an
                   existing daily water demand of approximately 4,500 gpd. Once fully built-out,
                   the system's water demand is estimated at 6,750 gpd. Thus, the system's demand
                   is well below its delivery capability, even after full build-out. The facility
                   manager has not noted any water pressure or water quality problems as yet.
                   There are no plans at this time to expand this development.

             15.   Aberdeen West: Located off of Willow Brook Road, this development currently
                   consists Of 18 two-bedroom, manufactured housing units; however, an additional
                   five units have been approved.     Using the person per household figure, the
                   development's population is estimated at 45 people. Once the remaining five
                   units are in place, the development's total population could be as high as 58
                   residents. The water system consists of two bedrock wells, one is 200 feet
                   deep while the other is 260 feet deep. one well can deliver 17 gpm, while the
                   other can deliver 18 gpm. When combined, these wells can deliver 50,400 gpd
                   if pumped continuously over 24 hours. The water is not  metered, however, using
                   the WSPCD design standards for two-bedroom houses, it is estimated the system
                   has an existing daily water demand of approximately     5,400 gpd.   once fully
                   built-out, the' System's water demand is estimated at 6,900 gpd.      Thus, the
                   system's demand is well below its delivery capability, even after full build-
                   out. The facility manager has not noted any water pressure or water quality
                   problems as yet. There are no plans at this time to expand this development.

                                                       40

            16.    Murrif ield Cluster Development: Located of f of Murrif ield Drive, this
                   development consists of 25 three-bedroom, single family homes. The president
                   of the condominium association estimates the development's population at 70
                   people. The water system consists of two bedrock wells, one is 140 feet deep
                   while the other is 320 feet deep. One well can deliver 24 gpm, while the other
                   can deliver 30 gpm. When combined, these wells have the capacity to deliver
                   77,760 gpd if pumped continuously over 24 hours.        The water is not metered,
                   however, using the WSPCD design standards for three-bedroom houses, it is
                   estimated the system has an existing daily water demand of approximately 11,250
                   gpd; well below its delivery capability. The facility manager has not noted
                   any water pressure or water quality problems as yet.        There are no plans at
                   this time to expand this development.

                                           Non-Community Water Systems

            1.     Acorn School: Located off of Winnicut Road, this system serves the daily water
                   needs of 65 students and ten staff people. The system consists of one bedrock
                   well, which is 200 feet deep. The well can deliver 20 gpm, or 28,800 gpd if
                   pumped continuously over 24 hours. The water is not metered, however, using
                   the WSPCD design standards for schools without cafeterias or showers (15 gpd
                   per person), it is estimated the system has an existing daily water demand of
                   approximately 1,125 gpd; well below its delivery capability.          The facility
                   manager has not noted any water pressure or water quality problems as yet.
                   There are no plans at this time    to expand the school.

            2.     Cornerstone School: Located off    of High Street, this system serves the daily
                   water needs of 110 students and    12 staff people. The System consists of one
                   bedrock well, which is 175 feet    deep. The well can deliver 60 gpm, or 86,400
                   gpd if pumped continuously over    24 hours. The water is not metered, however,
                   using the WSPCD design standards for schools without cafeterias or showers, it
                   is estimated the system has an     existing daily water demand of approximately
                   1,830 gpd; well below its delivery capability. The facility manager has not
                   noted any water pressure or water quality problems as yet. There are plans to
                   build an addition to the school, however, the overall enrollment is not
                   expected to increase.

            3.     Country Kids School: Located off of High Street, this system serves the daily
                   water needs of 41 students and seven staff people. The system consists of one
                   bedrock well, which is 220 feet deep. The well can deliver four gpm, or 5,760
                   gpd if pumped continuously over 24 hours. The water is not metered, however,
                   using the WSPCD design standards for schools without cafeterias or showers, it
                   is estimated the school has an existing daily water demand of approximately 720
                   gpd.   The system's demand appears to be well below its delivery capability,
                   however, the facility manager has noted that pressure problems occur if one of
                   the toilets gets stuck.     No water quality problems have been noted as yet.
                   There are no plans to expand the school at this time.

            4.     Memorial School: Located off of Gifford Farm Road, this system serves the daily
                   water needs of 654 students and 50 staff people. The System consists of two
                   bedrock wells, one is 100 feet deep while the other is 220 feet deep. one well
                   can deliver 20-gpm, while the other can deliver 24 gpm. When combined, these
                   wells can deliver as much as 63,300 gpd if pumped continuously over 24 hours.

                                                        41

                   The water is not metered, however, using the WSPCD design standards for schools
                   with cafeterias and showers (35 gpd per person), it is estimated the system has
                   an existing daily water demand of approximately 24,640 gpd; well below its
                   delivery capability. The facility manager has not noted any water pressure or
                   water quality problems as yet. There are no plans to expand the school at this
                   time.

             5.    NH Technical College: Located off of Portsmouth Avenue (Route 101), this system
                   serves the daily water needs of 900 students and 100 staff people. The System
                   consists of one bedrock well, which is 550 feet deep. The well can deliver 18
                   gpm, or 25,920 gpd if pumped continuously over 24 hours.      The water is not
                   metered, however, using the WSPCD design standards for schools with cafeterias
                   but no showers (20 gpd per person), it is estimated the school has an existing
                   daily water demand of approximately 20,000 gpd. Thus, the system's demand is
                   slightly below its delivery capability. The facility manager has noted water
                   pressure problems during periods of peak demand or when a toilet gets stuck    ,
                   No water quality problems have been detected as yet.     There are no plans to
                   expand the school at this time.

             6.    Rockingham County Newspapers: Located off of Portsmouth Avenue, this      system
                   serves approximately 50 employees. The system consists of one bedrock well,
                   which is 600 feet deep. The well can deliver 32 gpm, or 46,080 gpd if pumped
                   continuously over 24 hours. The water is not metered, however, using the WSPCD
                   design standards for office buildings without a cafeteria (15 gpd. per person),
                   it is estimated the system has an existing daily water demand of approximately
                   750 gpd; well below its delivery capability.     The facility manager has not
                   noted any water pressure or water quality problems as yet. There are no plans
                   to expand the facility at this time.

             7.    Stratham Town Offices: Located off of Bunker Hill Avenue, this system serves
                   approximately 16 employees, most of whom are only there for a portion of the
                   day. The facility is home for the Town's various municipal departments, with
                   the exception of the Fire Department and the Public Works Department. There
                   is also a kitchen which is used for special events. The system consists of one
                   bedrock well, which is 150 feet deep. The well can deliver 20 gpm, or 28,800
                   gpd if pumped continuously over 24 hours. The water is not metered, howeverl,
                   using the WSPCD design standards for office buildings with a kitchen (20 gpd
                   per person), it is estimated the system has an existing daily water demand of
                   approximately 320 gpd; well below its delivery capability. The Town has not
                   noted any water pressure or water quality problems as yet. There are no plans
                   to expand the municipal complex at this time.

             8.    Bell & Flynn Inc.: Located off of Bunker Hill Avenue, this system serves
                   approximately 50 employees. The system consists of one bedrock well which is
                   160 feet deep.    The well can deliver only two gpm, or 2,880 gpd if pumped
                   continuously over 24 hours. The water is not metered, however, using the WSPCD
                   design standards for office buildings without a cafeteria, it is estimated the
                   system has an existing demand of 750 gpd. The facility manager has detected
                   water pressure problems when trucks are washed or when a toilet gets stuck.
                   No water quality problems have been detected as yet.     There are no plans to
                   expand the facility at this time.

                                                       42

             9.    Piper I s Landing: Located of f of Portsmouth Avenue near the traf f ic circle, this
                   system serves several professional offices with a total employee count of 20.
                   The system consists of one bedrock well which is 440 feet deep. The well can
                   deliver only six gpm, or 8,640 gpd if pumped continuously over 24 hours. The
                   water is not metered, however, using the WSPCD design standards for office
                   buildings without a cafeteria, it is estimated the system has an existing
                   demand of 300 gpd; well below its delivery capability. The facility manager
                   has not detected any water pressure or water quality problems as yet. There
                   are no plans to expand the facility at this time.

             10.   The Commons at Stratham Circle: Located off of Portsmouth Avenue near the
                   traffic circle, this system serves several professional offices with a total
                   employee count of 15. The system consists of one bedrock well which is 265
                   feet deep. The well can deliver 30 gpm, or 43,200 gpd if pumped continuously
                   over 24 hours.     The water is not metered, however, Using the WSPCD design
                   standards for office buildings without a cafeteria, it is estimated the system
                   has an existing demand of 225 gpd; well below its delivery capability. The
                   facility manager has not detected any water pressure or water quality problems
                   as yet. There are no plans to expand the facility at this time.

             11.   Shaw's Supermarket: Located at the southern end of Portsmouth Avenue, this
                   system serves a grocery store with 250 employees. There is also a bank and a
                   clothing store in the plaza. The system consists of two bedrock wells, one is
                   425 feet deep, while the other is 526 feet deep.        The first well can deliver
                   10 gpm, while the second well can deliver 13 gpm.       When combined, these wells
                   can deliver 33,120 gpd if pumped continuously over      24 hours. The water is not
                   metered, however, using the WSPCD design standards for grocery stores (11 gpd
                   per 100 square feet of building), it is estimated       the system has an existing
                 ,,demand of 6,820 gpd; well below its delivery capability. The facility manager
                   has not detected any water pressure or water quality problems. There are no
                   plans to expand the facility at this time.

             12.   Demoula's Market Basket: Located off of the southern end of Portsmouth Avenue,
                   this system serves a grocery store with 175 employees. There are also several
                   small retail stores in the plaza. The system consists of two bedrock wells,
                   one is 160 feet deep, while the other is 500 feet deep.         The first well can
                   deliver 15 gpm, while the second well can deliver 25 gpm. When combined, these
                   wells can deliver 57,600 gpd if pumped continuously over 24 hours. The water
                   is not metered, however, using the WSPCD design standards for grocery stores,
                   it is estimated the system has an existing demand of 4,224 gpd; well below its
                   delivery capability. The facility manager has not detected any water pressure
                   or water quality problems as yet. There are no plans to expand the facility
                   at this time.

             13.   King's Highway Plaza: Located off of Portsmouth Avenue, this system serves a
                   department store with 100 employees.        There are also several small retail
                   stores and a sit-down restaurant in the plaza.         The system consists of one
                   bedrock well which is 190 feet deep. The well can deliver 150 gpm, or 216,000
                   gpd if pumped continuously over 24 hours. The system's existing water demand
                   has been metered at 4,500 gpd; well below its delivery capability.                The
                   facility manager has not detected any water pressure or water quality problems
                   as yet. There are plans to build a fast-food restaurant in the front of the

                                                         43

                   property. The restaurant is expected to add another 1,800 gpd of demand to the
                   system.   Thus, when the re@taurant comes on line, the system's total demand
                   will be 6,300 gpd; still well below its delivery capability.

                                            Non-Community, Transient

             1.    Stratham Community Church: Located off of Emery Lane, this w   ater system serves
                   a small church with roughly 60 seats.       The system consists of two bedrock
                   wells, one of which Is 70 feet deep while the other is 100 feet deep.           The
                   water delivery capability of the wells is unknown, however, the well owner has
                   not detected any water pressure problems. The well owner estimates the system
                   uses less than 100 gpd on average, however, this can increase to 500 gpd during
                   church suppers and other events. No water quality data was available for this
                   facility. There are no plans to expand the church.

             2.    Stratham Hill Park: Located along the northern section of Portsmouth Avenue
                   this water system serves a 108 acre municipal park. Significant features oi
                   the park include: a pavilion, a concert shell, a natural amphitheater, two
                   baseball fields, toilet facilities and a large parking area. The water system
                   consists of two bedrock wells, both of which are 80 feet deep. Both wells can
                   deliver 30 gpm, or 86,400 gpd if pumped continuously over 24 hours. The water
                   is not metered, however Town officials estimate the park's average daily water
                   demand at less than 100 gpd. although it can be as high as 5,000 gpd during
                   large-scale public events such as the annual Stratham Fair. Thus, even at peak
                   demand periods, the system is more than adequate to meet its existing demand.
                   Town officials have not detected any water pressure or water quality problems
                   as yet. There are no plans to expand the park at this time.

             3.    The Coop Restaurant: Located off of Portsmouth Avenue, this water system serves
                   a small 30-seat restaurant. The system consists of one bedrock well, the depth
                   of which is unknown. The well's water delivery capability is unknown, however,
                   the restaurant manager has not detected any water pressure problems. The water
                   is not metered, although using the WSPCD design standards for sit-down
                   restaurants with toilet facilities (40 gpd per seat), the system's existing
                   demand is estimated at 1,200 gpd. No water quality data was available for this
                   site. There are no plans to expand the restaurant at this time.

             4.    Sweet Dreams Bakery: Located off of Portsmouth avenue, this water system serves
                   a small bakery with no sit-down tables inside or outside the building. The
                   system consists of one bedrock well, which is 320 feet deep.         The well can
                   deliver eight gpm, or 11,520 gpd if pumped continuously over 24 hours.          The
                   water is not metered, however, the bakery owner estimates the average daily
                   water use at less than 100 gpd. The bakery owner has not detected any water
                   pressure problems. No water'quality data was available for this site. There
                   are no plans to expand the bakery at this time.

             5.    Little Italy Restaurant: Located off of Portsmouth Avenue at the traffic
                   circle, this water system serves a restaurant and an antique shop.              The
                   restaurant contains 50 sit-down seats and 34 lounge seats.        Plans have also
                   been approved-to add a 30 seat bakery to the existing building and a golf
                   driving range in the rear of the property. The system consists of one bedrock
                   well which is 160 feet deep. The well can deliver 15 gpm, or 21,600 gpd if

                                                        44

                   pumped continuously over 24 hours. The water is not metered, however, using
                   the WSPCD design standards for restaurants with lounges (40 gpd per restaurant
                   seat, 20 gpd per lounge seat), the SySteM'B existing demand is estimated at
                   2,680 gpd.   once the bakery is established, the system's total demand will
                   increase to 3,880 gpd. Thus, it appears the system is more than adequate to
                   meet its existing and anticipated water demand. The owner has not detected any
                   water pressure problems. No water quality data was available for this site.

             Stratham Existing Water Demands

             Table 6 below provides an estimate of the Town's existing water demands. The number
             of people served by on-site water wells was derived by taking the Town's total
             population and subtracting that portion served by the various community water systems.
             The water demand estimate for the population served by on-site wells is based on the
             WSPCD water demand estimate for three-bedroom units.      This should yield a fairly
             liberal water demand estimate, for the design standards of the WSPCD are usually much
             higher than actual metered demands.

                                  TABI,E 6 - STRATHAM EXISTING WATER DEMANDS

              Type of Water Supply         Population Served         Estimated and Actual
                                                                     Water Demand (gpd)

              On-Site Wells*               3,429 people*             617,400 gpdf

              Community Wells+             1,606 people+             211,200 gpdf

              Non-Community Wells          2,625 students, staff      66,204 gpdf
                                           and employees+

              Non-Community, Transient     transient population      9,480 gpd at peak
              Wells                        not determined            demandf
              Total Existing Water Demand  Estimate for Stratham:                 904,284 gpd

                =  Population estimate based on 2.5 residents per household.
             + =   Population based on 2.5 residents per household, or estimate provided by
                   condominium association/well owner.
                =  Water demand estimate based on WSPCD design standards/water meters/well owner
                   estimates.

             Stratham Future Water Demands

             This section will use the most recent population projections developed by the NH
             Office of State Planning. For the year 2000, Stratham's population is projected at
             5,992 residents; and for the year 2010, 7,522 residents are projected. In an effort
             to reasonably project the Town's future water demands, certain assumptions were made:

             1.    It is assumed that the various public water systems which have expansion plans
                   (Winding Brook, Turnburry, King's Highway Plaza, etc.) will actually implement
                   said plans. Thus, the water demand projections for these water systems will
             I                            I                         I                        i

                   be based on the projects at full-build out.

                                                       45

             2.     Although new public water systems may be established in the future, it is
                    impossible to project how much of the Town's overall water demand they will be
                    responsible for. Therefore, the establishment of future public water systems
                    will not be factored into the equation.

             3.     Once again, the number of people to be served by on-site water wells was
                    derived by taking the Town's total population and subtracting the portion
                    served by the various community water systems.

             4.     For the population to be served by individual water wells, their water demand
                    projection will be based on the following formula: the population served by
                    individual wells divided by the average persons per household figure (2.5)
                    times the WSPCD design standard for three-bedroom residences (450 gpd).

             5.     As with the existing water demand estimates outlined in Table 6, the peak
                    demands of the various water systems will be used.

             With the above assumptions in mind, Table 7 below presents Stratham's projected water
             demands for the years 2000 and 201    -0.

                                   TABLE 7 - STRATHAM PROJECTED WATER DEMANDS

               Type of Water supply           Water Demand               Water Demand
                                              Projection - Year 2000     Projection -  Year 2010

               On-Site Wells                  713,700 gpd.               989,100 gpd

               Community Wells                274,050 gpd                274,050 gpd

               Non-Community Wells            68,004 gpd                  68,004 gpd

               Non-Community, Transient       10,680 gpd                 10,680 gpd
               Wells

              Total Projected Water
              Demands for Stratham:           1,066,434 gpd              1,341,834 gpd

             The above water demand projections are general in nature, and are not intended as
             Scientific data for the purpose of evaluating the need for a municipal water supply
             or any other detailed type of water planning effort. Rather, the projections are
             intended to be used only for general planning purposes. The water demand projections
             for on-site wells will no doubt be reduced due to the establishment of new community
             water systems throughout Town.

             Public Wastewater Treatment Facilities

             Currently, Stratham does not have a municipal wastewater treatment facility. The Town
             is entirely served by on-site septic systems and community septic systems, therefore,
             there has not been a'need for a municipal wastewater treatment plant. The Town has
             no plans to install-such a system within the planning period (approximately the ten
             years).

                                                          46

                                DESCRIPTION OF EXISTING PROGRAMS AND POLICIES

             The local ordinances and regulations of the Town of Stratham were obtained and
             reviewed by Commission personnel for the purpose of identifying the elements of each
             which have the potential to impact water quality or quantity. The results of this
             review are summarized below.

             Zoning Ordinance

             In addition to the specific permitted uses described in the "Description of Potential
             Threats" chapter of this document, there are several other sections of the Stratham
             Zoning Ordinance which relate to water resources. These sections include:

             1.    The Table of Dimensional Requirements (Section 4.2 of the Zoning Ordinance)
                   outlines a maximum building coverage requirement for all lots. This require-
                   ment ranges from 20% in the Residential/Agricultural district, to 40% in the
                   General Commercial and Industrial districts.       Limiting the amount of lot
                   coverage helps to ensure the retention and percolation of stormwater on-site,
                   thus helping to recharge aquifers and replenish on-site wells.

             2.    The Table of Dimensional Requirements outlines a minimum open space requirement
                   for all lots. This requirement ranges from 60% in the Residential /Agricultural
                   district, to 40% in the General Commercial and Industrial districts.         This
                   requirement helps to ensure that a lot's surface is not completely devoured by
                   paved parking areas, storage areas, access ways, buildings, garages and other
                   secondary structures.

             3.    Accessory apartments are allowed in Stratham upon the granting of a special
                   exception by the Zoning Board of Adjustment (Section 5.4). One of the criteria
                   for a special exception is the owner must prove the existing septic system
                   meets the standards of the NH Water Supply and Pollution Control Division
                   (WSPCD). The applicant must also prove there is adequate potable water for the
                   site.

             4.    Stratham'B Cluster development provisions (Section 8 of the Zoning Ordinance)
                   has several provisions which have the potential to directly or indirectly
                   impact the Town's water resources. Chief among these provisions are:

                         Cluster developments must have a minimum area of 20 acres for single
                         family detached projects and 30 acres for attached dwelling unit
                         projects; however, this total cannot include any poorly drained and very
                         poorly drained soils, alluvial soils, waterbodies and land with slopes
                         greater than 25%.     Poorly drained soils are given credit up to the
                         density computed for the non-wetland portion of the property.           The
                         overall computed density may then be increased by 2%.

                         Cluster developments must set aside 25% of the total site for open space.
                         Wetland soils cannot account for more than 50% of the land devoted to
                         open space.

                         Cluster developments with interior lot lines must provide each lot with
                         a contiguous, non-wetland area of 20,000 square feet for single family
                         homes, and 30,000 square feet for duplexes.

                                                       47

             5.    Stratham's Wetland Conservation District (Section 11) has several provisions
                   which have the potential to directly or indirectly impact the Town's water
                   resources. Chief among these provisions are:

                         Permitted uses in areas containing poorly drained soils within the tidal
                         marsh borders of the Squamscott River and Great Bay include: wildlife
                         habitats, recreation areas, agriculture, forestry, conservation areas,
                         water impoundments, drainage ways and any other use which does not
                         involve the erection of a structure.

                         Permitted uses in areas containing very poorly drained soils within the
                         tidal marsh borders of the Squamscott River and Great Bay include those
                         uses listed for poorly drained soils, as well as the construction of
                         fences, footbridges, catwalks and wharves under certain conditions.

                         Under certain conditions, the Planning Board may grant a Conditional Use
                         Permit for the construction of roads, pipelines, powerlines and other
                         transmission lines within the district.

                         Septic systems must be located at least 50 feet away from poorly drained
                         soils and 75 feet away from very poorly drained soils. Building activity
                         is prohibited within 50 feet of poorly drained soils and 100 feet of very
                         poorly drained soils.

            6.     Stratham's Shoreland Protection District (Section 12) has several provisions
                   which have the potential to directly or indirectly impact the Town's water
                   resources. Chief among these provisions are:

                         The district consists of all land within 150 feet of the shoreline of the
                         Squamscott River and Great Bay Estuary, including any adjacent tidal
                         marsh land. The district also includes the areas within 100 feet of the
                         seasonal high water level of all brooks and streams appearing on the USGS
                         quadrangle maps.

                         Permitted uses within the district include the following: agriculture,
                         forestry, wildlife habitats, recreation areas, conservation areas, water
                         impoundments and drainage ways. The construction of fences, footbridges,
                         catwalks and wharves is permitted under certain conditions. The district
                         also allows any use which does not involve the erection of a structure
                         or the alteration of the land by dredging or adding fill, provided that
                         a 75 foot buffer strip of natural vegetation along the Squamscott River,
                         Great Bay Estuary and their -associated tidal marshes, and 50 feet in
                         width elsewhere, be maintained between the use and the shoreline.

            7.     Stratham's Aquifer Protection District (Section 13) has several provisions
                   which have the potential to directly or indirectly impact the Town's water
                   resources. Chief among these provisions are:

                         Within the district, no more than 20% of a single lot or building site
                         may be rendered impervious to groundwater infiltration.          This lot
                         coverage requirement may be exceeded if certain mitigation measures are
                         installed, however, in no case shall the impervious lot coverage be
                         allowed to expand beyond the Town's open space requirements for new lots.

                                                      48

                         To the extent feasible, all runoff from impervious surfaces shall be
                         recharged to the aquifer on-site. For developments which exceed the 20%
                         impervious surface limit, a plan must be provided for the retention and
                         percolation of development generated stormwater, such that the post-
                         development discharge volume to the aquifer is, at a minimum, equal to
                         the pre-development discharge to the aquifer.

                         Prohibited uses within the district include: on-site disposal, bulk
                         storage, processing or recycling of toxic or hazardous materials or
                         wastes; underground storage tanks except as regulated by the State (tanks
                         of 1,100 gallons or more); dumping of snow from off-site; automotive
                         uses; laundry and dry cleaning businesses, and; industrial uses which
                         discharge contact type wastes on-site.

                         Conditional uses within the district include: industrial and commercial
                         uses not otherwise prohibited; multi-family residential development;
                         excavation operations, and; animal feedlots under certain conditions.

                         Permitted uses within the district include: any use permitted by the
                         underlying zoning district unless otherwise prohibited; maintenance and
                         repair of existing structures, and; agricultural and forestry uses under
                         certain conditions.

             8.    The Town's Floodplain Management District was adopted at the March 1989 Town
                   Meeting. The ordinance is based on a model floodplain ordinance developed by
                   the Federal Emergency Management Agency (FEMA).      All proposed development
                   within any special flood hazard areas requires a permit from the Town's Code
                   Enf orcement of f icer. Permit applicants are required to furnish the Code
                   Enforcement officer with information regarding replacement septic systems,
                   flood-proofing measures and engineering studies when the relocation of a
                   watercourse is proposed. Development within the Town's identified flood hazard
                   areas must comply with specific development standards, including elevation and
                   flood-proofing requirements.

             Subdivision Recrulations

             Stratham's Subdivision Regulations contain specific provisions which pertain to the
             management and protection of water resources. Chief among these provisions are the
             following:

             I .   Poorly drained soils may be utilized to fulf ill 25% of the minimum lot size
                   requirement. Marsh lands, very poorly drained soils and alluvial soils cannot
                   be utilized to fulfill the minimum lot size requirement (Section 4.3.1, Item
                   b-l and b-2).

             2.    Septic systems cannot be located closer than 75 feet of a poorly drained soil,
                   and 100 feet of a very poorly drained soil. Wetlands cannot be filled for the
                   purpose of providing the minimum distance between the septic system and the
                   wetland (Section 4.3.1, Item b-3 and b-4). obviously, the first provision is
                   in direct conflict with the provisions of the Town's Wetland Conservation
                   District.

                                                       49

            3.     In addition to the minimum lot sizes outlined in the Zoning Ordinance, the Town
                   utilizes soil-based lot sizing standards in order to establish lot sizes which
                   are compatible with the proposed septic loading (Section 4.3.4). Stratham's
                   soil-based lot sizing standards are based on the Model Subdivision Regulations
                   for Soil-Based Lot Size, prepared in 1991 by the NH Department of Environmental
                   Services and the Rockingham County Conservation District.

            4.     Section 4.4.6 gives the Planning Board the power to require engineering studies
                   on the effect of a subdivision on existing downstream drainage facilities
                   outside of the subdivision's boundaries. The Board can require the provision
                   of easements, water retarding facilities and other improvements when it is
                   determined that the development's additional run-off will overload or
                   significantly increase the demand on a downstream drainage facility.

            S.     Although Stratham does not have a municipal water system or a Town Engineer,
                   Section 4.4.7 reads as follows:

                         "All subdivisions and developments shall provide municipal or community
                         water service when available or required by the Planning Board.
                         Installation of all water mains is subject to the approval of the Town
                         Engineer."

                   This provision is not necessary since Stratham has neither a municipal water
                   system or a Town Engineer. Any engineering review work for the Planning Board
                   is contracted out to a consultant.

            6.     All newly created lots must comply with the standards of the WSPCD.        Newly
                   installed septic systems must also comply with the standards of the WSPCD,
                   although septic systems which handle over 2,000 gallons per day must also be
                   designed by a professional engineer licensed in New Hampshire (Section 4.4.11,
                 -'Item a)-

            7.     Regarding the placement of on-site septic systems, the Subdivision Regulations
                   contain several standards which are more stringent than the Statels.       These
                   provisions, as outlined in Section 4.4.11, include the following:

                         The Town requires two feet rather than six inches of natural permeable
                         soil above the seasonal high water table.

                         Five feet of natural soil is required above bedrock or any impervious
                         substratum.

                         The Planning Board may require a "groundwater mounding analysis" for
                         septic systems designed for 2,400 gallons per day or greater.

                         The Town requires that all newly created lots have a septic reserve area
                         of 5,000 square feet rather than the 4,000 square feet required by the
                         State.

            S.     Section 4.4.11, Item b gives the Planning Board the power to require a hydro-
                   geological study for developments with septic systems designed for 2,400
                   gallons per day, as well as for any development project located within the
                   Town's stratif ied drift deposits.

                                                      50

            9.    Septic systems cannot create groundwater degradation beyond the limits of the
                  property line in excess of EPA water quality standards for domestic water
                  supplies (Section 4.4.11, Item b).

            10.   Section 4.4.13 (Flood Hazard Areas) containsthe model language for subdivision
                  regulations suggested by the Federal Emergency Management Agency (FEMA). This
                  section includes provisions dealing with permits, minimization of flood damage,
                  elevation and flood-proofing records, alteration of watercourses and floodplain
                  delineation.

            11.   Section 4.4.14 requires an erosion and sediment control plan for projects where
                  the cumulative disturbed area will exceed 20,000 square feet, where a road is
                  planned, where three or more building lots are proposed, and where critical
                  areas will be disturbed. The Town's erosion and sediment control standards are
                  based on the most recent "Guide for Erosion and Sediment Control" as adopted
                  by the Rockingham County Conservation District.

            12.   Where a subdivision is traversed by a watercourse, drainage way, channel or
                  stream, the Planning Board may require a stormwater easement or a drainage
                  right-of-way of at least 25 feet in width (Section 4.4.15, Item b).

            13.   Section 4.5.2 requires that all areas of a subdivision be graded to prevent
                  flooding and erosion. In addition, storm sewers and other drainage facilities
                  must be connected to an adequate outfall. The drainage system must be separate
                  from the sewer system, and drainage improvements may be required along any
                  existing streets adjacent to the subdivision. The section goes on to require
                  different storm frequency designs for different types of drainage facilities.

            14.   Section 4.5.3 outlines standards for municipal water main connections and fire
                  hydrant installation. Since Stratham does not have a municipal water system,
                  these provisions are not necessary.

            Site Plan Review Regulations

            Stratham's Site Plan Review Regulations contain specific provisions which pertain to
            the management and protection of water resources. Chief among these provisions are
            the following:

            1.    Section 5.3 requires that an adequate stormwater drainage system be provided,
                  and drainage must be carried to existing drainage facilities or watercourses.
                  New drainage ways cannot be created unless easements are obtained.           In
                  addition, no increase in runoff is permitted if said runoff passes beyond the
                  property lines unless it is to be within an existing approved public storm
                  drainage system.

            2.    Section 5.4 outlines several provisions dealing with flood control, such as
                  utilities must be installed and drainage provided to reduce their exposure to
                  flood hazards, and the site must be designed to minimize flood water infiltra-
                  tion into water supplies and septic systems, and discharges from these systems
                  into flood waters.

                                                     51

             3.    Section 5.10 reads as follows:

                         "In areas of the Town where municipal water and sewer service is not
                         provided, water supply and sewage disposal systems must be sized to meet
                         the needs of the proposed use. Percolation tests and design of disposal
                         systems shall comply with the Town of Stratham Subdivision Regulations
                         and all applicable State standards and regulations."

             4.    The erosion and sediment control provisions of the Site Plan Review Regulations
                   (Section 5.12) are exactly the same as those outlined in the Subdivision
                   Regulations.

             Building Code

             Stratham has a Code Enforcement officer who enforces the Zoning Ordinance, Building
             Ordinance and the most recent version of the BOCA National Building Code as published
             by the Building Officials and Code Administrators International, Inc. The Town also
             requires permits for the installation of electricity, plumbing, heating, and gas.

             Health Ordinance

             Stratham does not have a formal "health" ordinance, however, the Town's Code Enforce-
             ment Officer is charged with enforcing the local ordinances and regulations relating
             to the construction, location and maintenance of on-site septic Systems, although the
             Town's Health officer does get involved in certain circumstances. The Health Officer
             is responsible for enforcing the State's regulations pertaining to septic systems and
             water quality standards in accordance with RSA 147.

                                     SUMMARY OF LOCAL REGULATORY EFFORTS

             The following discussion summarizes which local ordinances and regulations have the
             potential to impact specific water resource concerns, including: sedimentation and
             erosion control, surface water flows and drainage, groundwater recharge, managing
             existing and potential contaminants, flood storage, wetland encroachment, nutrient
             levels, plus wildlife and fisheries.

             1.    In terms of sedimentation and   erosion control - The grading, drainage, and
                   erosion control measures of the Subdivision Regulations and Site Plan Review
                   Regulations are helpful in this respect.       However, these provisions are
                   arranged in a piecemeal fashion and cannot be applied consistently throughout
                   both the subdivision and site plan review processes. Provisions outlined in
                   one set of regulations are not found in the other, and visa versa.

                   Erosion can degrade water quality through the introduction of excessive
                   sediments into surface waters. This can increase the water's turbidity and the
                   intensity of biological activity, as well as displace oxygen within the water.

             2.    in terms of surface water flows - The various drainage and grading provisions
                   of the Subdivision Regulations and Site Plan Review Regulations are helpful in
                   controlling the amount of surface water generated on a building site by
                   channeling it in an environmentally safe manner. once again, the piecemeal
                   nature of the provisions dilute their effectiveness. The drainage provisions
                   within the Town's regulatory framework should be amended to provide more
                   clarity and consistency.

                                                      52

                   Problems associated with excessive surface water flows are flooding (in some
                   cases), the transportation of pollutants into nearby surface water holding
                   areas, plus erosion and sedimentation.

             3.    in terms of groundwater recharge - The lot coverage requirements of the Town's
                   Zoning ordinance (particularly the Aquifer Protection District) are quite
                   helpful in this regard. Limiting a lot's impervious surface coverage results
                   in leaving a substantial amount of open land which can be permeated by
                   precipitation, which in turn recharges the aquifer. The drainage and grading
                   provisions of the Town's Subdivision and Site Plan Review Regulations are also
                   helpful in terms of ensuring that surface water runoff is handled on-site as
                   opposed to forming a sheet flow of water heading down-gradient.

             4.    in terms of managing existing and potential threats - All of the Town's
                   environmental protection districts prohibit high risk land uses within
                   sensitive environmental areas.    The Town's strict enforcement of the WSPCD
                   septic system installation standards is also of benefit in this regard. The
                   Town's soil-based lot sizing requirements help to ensure that newly created
                   lots are large enough to handle the wastewater generated on-site.

             5.    In terms of flood storage - The grading, drainage, erosion control and flood
                   protection provisions of the Town's Subdivision Regulations and Site Plan
                   Review Regulations help to maintain flood storage capability by reducing and
                   controlling the amount of surface water runoff which could eventually drain
                   into the Town's surface waters, thus contributing to the overburdening of the
                   floodplain.   The construction standards set forth in the Town's Floodplain
                   Development Ordinance are also of benefit. No regulatory changes are suggested
                   here.

             6. .'In terms of wetland encroachment - The provisions of the Wetland Conservation
                   District and the Shoreland Protection District are helpful in terms of
                   protecting the integrity of wetland soils.      The protective buffer required
                   between a wetland and construction activity helps to minimize wetland
                   disturbance which can happen when development activity takes place in close
                   proximity to wetlands. The permitted uses of both the Wetland Conservation
                   District and the Shoreland Protection District are of the passive variety, thus
                   helping to ensure the integrity of these sensitive resources.

             7.    In terms of nutrient levels - Stratham does not have any specific ordinances
                   or regulations which deal with this issue. However, in an indirect manner, the
                   drainage and erosion control provisions of the Subdivision Regulations and Site
                   Plan Review Regulations do help to control nutrient levels by reducing the
                   amount of surface water runoff leaving a site during the construction phase.
                   Excessive surface water flows carry nutrients across the land into surface
                   waters, thus exacerbating the problems associated with nutrient overloading.

             8.    In terms of wildlife and fisheries - The Town does not have any specific
                   regulations or ordinances which deal with these issues. Any existing impacts
                   on wildlife and fisheries within Stratham are an indirect result of the Town's
                   regulatory efforts. No regulatory changes are proposed in this regard.

                                                       53

                                                    ANALYSIS

             Analysis Regarding Water Supply

             A detailed discussion of the Town's existing water demands and projected water demands
             is presented in the "Description of the Infrastructure" chapter of this document.
             Based on this discussion, it appears the majority of the Town's existing public water
             systems are more than adequate to meet their existing demands, and could serve a
             substantial amount of future development within the planning period (approximately
             ten years). Based on the Town's projected water demands for the next ten years, the
             establishment of new water sources for a municipal water system will not be necessary.
             The Town's bedrock and till areas currently provide water for the majority of Stratham
             residents and should continue to do so well into the future. In addition, the Town's
             aquifer resources have not been substantially utilized for the purpose of supplying
             water, although the capability does exist.

             Analysis Regarding Other Water Resources and Purposes

             Items addressed below include: groundwater and surface water discharges, recreation   ,
             wetlands protection, fisheries, wildlife, hydropower, fire protection, and conflicts
             among competing uses.

             1.    Groundwater and surface water discharges - As mentioned in the previous
                   chapters, there are no major surface water discharges taking place in Stratham.
                   However, there are three discharges taking place outside of Stratham which
                   impact on the Town's surface waters. These discharges include: the Exeter and
                   Newfields municipal wastewater treatment plants which discharge to the
                   Squamscott River, and the Newmarket wastewater treatment plant which discharges
                   to the Lamprey River.     Although the Lamprey River is not located within
                   Stratham, it is part of the Great Bay estuarine system. Tidal waters from this
                   system flow into Stratham during periods of high tide. The previously cited
                   1988 WSPCD 305(b) Water Ouality Report identified the Squamscott River as "not
                   supporting" its class B legislative classification. Stratham should work with
                   the other communities along the Squamscott River and the Great Bay to develop
                   a coordinated and effective water quality enhancement strategy.

                   There is one holder of a Groundwater Discharge Permit in Stratham. The permit
                   belongs to the Turnbury Condominium residential development.      It allows the
                   development's septic system to discharge as much as 30,000 gpd of wastewater
                   into the ground. This development is not fully built-out and currently only
                   discharges 2,250 gallons of wastewater per day. The septic system is located
                   in a bedrock and till area. There are five other major groundwater discharges
                   which do not have a Groundwater Discharge Permit from the State.            These
                   discharges are from large, residential septic systems which were installed
                   prior to the establishment of the State's groundwater accounting system. Of
                   these five discharges, only one is located above an identified aquifer while
                   the remainder are located in bedrock and till areas.

                   In the future, Stratham's reliance on community septic systems and individual,
                   on-oite septic'systems may result in the need to evaluate the land's capacity
                   to assimilate. wastewater.   It is unlikely this need will arise within the
                   planning period (approximately the next ten years).

                                                       54

             2.    Recreation - The SquaMBcott 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 College Road
                   (owned by the KH Fish and Game Department), and the Town Landing at the end of
                   River Road.   Stratham's streams and rivers are used also used for fishing,
                   swimming and skating.

                   The NH Coastal Program has plans to build an interpretive environmental
                   education center at a site along Depot Road. Although the majority of the site
                   is located in Greenland, access will be derived from Stratham. An adjoining
                   trail system and a boardwalk fronting on the Great Bay's salt marshes have been
                   built as part of the center. Construction of the center has begun and a grand
                   opening is scheduled for late 1993 or early 1994.

             3.    Wetland protection - Adopted at the March 1983 Town Meeting, the Stratham
                   Wetland Conservation District contains numerous provisions aimed at wetland
                   protection. The most significant provisions include prohibiting certain high
                   risk land uses, limiting the number of permitted uses, requiring a protective
                   buffer between wetlands and development activity, as well as septic system
                   placement standards.

             4.    Fisheries - All of the Town's waterbodies and watercourses are suitable for
                   fishing.   During the winter months, the Squamscott River is dotted with ice
                   fishing shacks. In addition, the Town's major watercourses are stocked with
                   a variety of fish supplied by the KH Fish and Game Department. The Squamscott
                   River is stocked with heron, smelts, bluebacks and american shad; the Winnicut
                   River is stocked with brook trout, rainbow trout and brown trout; and finally,
                   Jewett Hill Brook is stocked with anadromous fish.       Mill Brook and Parkman
                   Brook have also been stocked in the past.

             5.    Wildlife habitat - River, stream, floodplain and wetland corridors provide the
                   richest habitat for the greatest number of fish, wildlife and flora. Fish and
                   wildlife populations cannot survive beyond their 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 like shorelands also provide a range of recreational
                   benefits like canoeing, hiking, fishing, birding, horse trails, cross-country
                   skiing, and picnicking. Shorelands are environmentally sensitive areas due to
                   their susceptibility to flooding, erodibility and proximity to open water.
                   Moreover, soil type and the slope of the land typically limit the development
                   potential of shorelands.

                   As mentioned previously, the tidal Squamscott River falls within the federally
                   designated Great Bay Estuary.      This area provides prime habitat for many
                   wildlife species. According to the 1981 NH Fish and Game Department Study,
                   Inventory of the Natural Resources of the Great Bay Estuarine System, more than
                   90,000 birds reside in the estuary. ThOUBands of geese and black ducks rest
                   and feed in the estuary during autumn months.      Osprey are common during the
                   spring and fall migration cycles. There are three rare and endangered wildlife
                   species which.live in the estuary: the bald eagle, common tern and the common
                   loon.

                                                       55

                    Terrestrial mammals which use the Great Bay estuarine system include: raccoons,
                    white tail deer, red fox, woodchuck, muskrats, chipmunks, grey squirrels,
                    cottontail rabbits, mink, otter, beaver and other species.             A complete
                    inventory of all animals and plants which reside in the estuary can be found
                    in the in NH Fish and Game study cited above, as well as in the Great Bay
                    National Estuarine Research Reserve Management Plan, prepared by the KH Office
                    of State Planning in 1989.

             6.     Hydropower - Currently, the Town does not utilize any portion of its water
                    resources for hydropower production, nor does it have any plans to do so within
                    the planning period (approximately ten years).

             7.     Fire protection - The Town's fire station is located off of Winnicut Road near
                    the traffic circle. The Fire Department is staffed by a part-time Fire Chief
                    and roughly 100 volunteers.     The department participates in the Inter-State
                    Emergency Unit mutual aid program which is composed of 54 communities in New
                    Hampshire, Maine and Massachusetts.

                    In terms of. equipment, there are two combination tanker-pumper trucks; the
                    first can pump 1,000 gallons per minute (gpm), while the second can pump 1,000
                    gpm.   Both trucks have tanks which can hold 1,000 gallons of water.             The
                    department also has one large tanker truck which can hold 3,000 gallons of
                    water and is equipped with a pump that can deliver 1,250 gpm. The tanks are
                    filled with water from the numerous fire ponds scattered throughout Town. Many
                    of these fire ponds have dry hydrants in close proximity.

             S.     Conflicts - The major water-related conflict is the various uses of the
                    Squamscott River. The River is used as a point of discharge for the Exeter and
                    Newf ields wastewater treatment plants, it is used by boaters and fishers in the
                  ,summer and ice fishermen in the winter, and it is home to a variety of fish,
                    bird and other wildlife species. As mentioned previously, the River currently
                    does not meet the legislative Class B water quality standards. There are times
                    where the estuary's clam flats are closed to the taking of shellfish because
                    of high fecal-coliform counts. Stratham needs to work with other communities
                    along the river and estuary in order to implement a coordinated strategy for
                    improving water quality.

             Management of Potential Threats

             The "Description of Potential Threats" chapter enumerates the Town's existing
             potential threats, plus the potential threats posed by the current zoning scheme.
             Stratham has a number of business which pose potential threats to water resources due
             to their storage, use and disposal of hazardous substances. For these establishments,
             the proper storage, use and disposal of potentially hazardous substances should be
             the Town's primary focus, whether through regulatory or non-regulatory efforts.

             An example of a non-regulatory education effort would be to provide the owners of
             potentially hazardous land uses with a copy of the State's administrative rules (Env-
             WB 421) which govern Best Management Practices (BMPs). BMPs are common sense storage,
             use and disposal practices for hazardous substances.         The State's BMP rules are
             currently in effect throughout New Hampshire, however, many owners of potentially
             hazardous land useB-are unaware of their existence.

                                                         56

            In terms of regulatory approaches, the Town could implement a BMP compliance
            inspection program for existing and proposed potentially hazardous land uses, either
            as part of a health ordinance or as part of its Wellhead Protection Program. For new
            potentially hazardous land uses wishing to locate in Stratham, perhaps the Planning
            Board could require BMP compliance, as well as a periodic BMP compliance inspection,
            as a condition of approval. An inspection schedule could be arranged by the Town's
            Code Enforcement Officer, Health Officer or any other local official duly appointed
            by the Selectmen. BKP compliance and/or inspections could be required as a condition
            of an occupancy or building permit.

            Another way to deal with potentially hazardous uses currently allowed by right would
            be to reclassify such uses as special exceptions within the Zoning Ordinance. This
            would allow the Planning Board to establish specific performance standards that
            potentially hazardous land uses would have to comply with in order to obtain a special
            exception from the Zoning Board of Adjustment. BMP compliance could be listed as one
            of the performance standards.

                             RECOMMENDATIONS FOR REVISED PROGRAMS AND POLICIES

            In an effort to protect and wisely manage the water resources of Stratham, the Town
            can pursue a number of regulatory and non-regulatory strategies. Reliance on a single
            method is not advised.    Rather, it is recommended the Town use a combination of
            strategies. The following recommendations should not lead one to believe that every
            single suggestion needs to be implemented, rather, the items described below are an
            attempt to provide the Town with a variety of options for protecting and managing its
            water resources in a sound, rational manner.

            Non-Regulatory Programs

            1.    The Stratham, Public Works Department's salt spreaders should be calibrated to
                  ,minimize the potential contamination of water resources during winter road
                  maintenance efforts.    Salt spreaders can be calibrated as part of routine
                  maintenance at no additional cost to the Town. Many New Hampshire communities
                  go as far as to prohibit the use of road salt above critical resource areas.
                  In such cases, the road crew brings along a quantity of sand when they begin
                  a road salting effort. Once over a critical resource area, the salt spreaders
                  are turned off and the roads are sanded. Signs are posted along the roads to
                  mark the beginning and end of no-salt areas.

            2.    The Town should continue to participate in any regional or inter-community
                  household hazardous waste collection programs. Since the Rockingham Planning
                  Commission decided to suspend its household hazardous waste collection program
                  due to cost considerations, opportunities for household hazardous waste
                  disposal have been infrequent in the region; in many cases, a citizen only has
                  one opportunity per year to dispose of household hazardous wastes. Stratham
                  has already participated in one inter-community, household hazardous waste
                  collection day; this was in October of 1992, in conjunction with the Town of
                  Exeter.

                  Citizens of New Hampshire still have a hard time finding places to dispose of
                  their household hazardous wastes. Collection days are infrequent; if a citizen
                  misses the appointed day (or the site is too crowed, which is often the case),
                  then the hazardous materials must be taken home until the next disposal
                  opportunity, which may be far off in the future.

                                                      57

                   Since the State's effort to resolve the household hazardous waste disposal
                   problem has been minimal, the Town needs to take a more pro-active course of
                   action, either on its own or as a member of the Lamprey Regional Solid waste
                   Cooperative.   Perhaps the Cooperative's communities could arrange to have a
                   space within each town's transfer station or solid waste disposal site where
                   ciiizens could drop off their household hazardous wastes for proper disposal
                   at a later date. Another option would be for the Cooperative to establish a
                   regional household hazardous waste drop-off site. This would vastly increase
                   a citizen's options for disposal of such wastes, even if this site were open
                   only one day a week or one day a month.        In the meantime, the number of
                   household hazardous waste collection days need to be increased and the Town is
                   encouraged to work towards this end.

            3.     Education programs on the proper storage and disposal of household hazardous
                   waste materials should be considered by the Town.        The pamphlet entitled,
                   "Hazardous Materials in Your Home", prepared by the University of New Hampshire
                   Cooperative Extension Service in conjunction with the Governor's Energy office,
                   is something which could be distributed on a Town-wide level. Perhaps sending
                   the pamphlet along with property tax bills would be the most feasible option
                   of distribution.   For more information please contact the local Cooperative
                   Extension Office in Brentwood.

            4.     The Stratham conservation Commission should continue to work with owners of
                   properties containing environmentally sensitive lands and critical water
                   resources to obtain such areas by gift, grant, or bequest, and/or obtain
                   covenants or easements.     This is a great way to protect environmentally
                   sensitive lands at minimal  Cost to the community in terms of tax dollars. It
                  Js possible the only costs    associated with land protection efforts involving
                   gifts, grants, bequests, and the establishment of covenants and easements would
                   pertain to survey, legal, and recording fees.

                   In addition, Stratham should work with the State's various semi-public and
                   regional land acquisition organizations such as the Society for the Protection
                   of KH Forests, KH Audubon Society, and the Rockingham Land Trust. As may be
                   appropriate in certain circumstances, the Conservation Commission should
                   consider including in the Capital Improvements Program recommended funding for
                   acquiring land containing critical resources.

            5.     The Town should consider developing an assistance program for the removal of
                   underground storage tanks.      Perhaps a pamphlet could be published which
                   addresses the following items: tank placement, removal and replacement, tank
                   construction, leak detection methods, and a description of the state program
                   which offers limited financial assistance for tank removal and contamination
                   remediation.   The Town should coordinate this effort with the Groundwater
                   Protection Bureau of NHDES. At a minimum, the pamphlet entitled "Here Lies the
                   Problem ... Leaking Underground Storage Systems", prepared by the EPA and the New
                   England Water Pollution Control Commission, should be distributed with the
                   Town's property tax bills. This pamphlet describes the various types of under-
                   ground storage tanks, monitoring and leak detection equipment.       In order to
                   obtain this pamphlet, please contact the Rockingham Planning commission in
                   Exeter.

                                                       58

             6,    A pamphlet on the proper maintenance of septic systems and leachfields has been
                   prepared by the Granite State Septic System Designers and Installers Associa-
                   tion in concert with the University of New Hampshire Cooperative Extension
                   Service. The most feasible option for distribution would be to have the Town's
                   Code Enforcement officer distribute the pamphlet when inspecting new or
                   replaced septic systems.     For more information please contact the local
                   Cooperative Extension Service in Brentwood.

             7.    The municipal school system should consider instituting a "Stream Study and
                   Water Quality Assessment Curriculum".      This program can be set up with
                   assistance from the Biology Bureau of the NH Department of Environmental
                   Services. The program is designed for grades five through eight, and involves
                   indoor classroom activities and outdoor field observations.     Aspects of the
                   program include stream monitoring, water quality testing and water resource
                   protection methods. For more information please contact the DES Biology Bureau
                   in Concord.

             8.    The municipal school system should consider instituting the "Discovering Spring
                   Wetlands" curriculum designed by the Nongame Wildlife Program and the Outdoor
                   Education Unit of the KH Fish and Game Department. The program is designed for
                   fourth and fifth grade students, and involves indoor and outdoor activities
                   relating to wetlands education.     For more information, please contact the
                   Information and Education Division of the NH Fish and Game Department in
                   Concord.

             9.    The Conservation Commission should research what types of vegetation are
                   suitable for shoreline planting. This information could be put into the form
                   of a flyer or pamphlet, and could be distributed to shoreline property owners.
                   In terms of erosion control, the right type of vegetation can be critical. For
                   more information on suitable vegetation types, please contact the DES Biology
                   Bureau.

             10.   In an effort to stay informed on the larger picture of overall watershed
                   development, Stratham planners should monitor development activity taking place
                   within the watersheds which it shares with neighboring communities and
                   participate in any watershed-wide protection efforts, Monitoring development
                   activity within the watersheds could be achieved by simply obtaining the
                   Planning Board agendas of the other watershed communities.        In turn, the
                   Stratham Planning Board could send its monthly agendas to the Planning Boards
                   of other watershed communities. In addition to keeping the Stratham Planning
                   Board informed on development activity within its watersheds, this process will
                   go a long way towards inspiring inter-community communication and cooperation.
                   Reviewing the Planning Board agendas of neighboring watershed communities could
                   be a regular monthly agenda item for the Stratham Planning Board.

             11.   Citizens owning land along the banks of the Squamscott River should be
                   encouraged to form a river protection organization similar to the Exeter River
                   Watershed Association. The organization would be comprised of citizens from
                   the communities having frontage on the river: Stratham, Newfields, Exeter and
                   Newmarket,

                                                      59

             12.   The State's Groundwater Protection Act (RSA 485-C) identifies land uses which
                   are considered potentially hazardous to groundwater resources.     In order to
                   ensure that such uses employ proper practices for the storage, use and disposal
                   of hazardous substances, the NH Department of Environmental Services has
                   developed a set of administrative rules (Env.Ws 421) which set forth required
                   Best Management Practices (BMPs) for hazardous land uses. The BMPs are common
                   sense storage, use and disposal     practices for hazardous substances.      BMP
                   compliance is required throughout the State.

                   The Town is currently reviewing management plan options for its Wellhead
                   Protection Program. one of the options being considered is a non-regulatory
                   BMP education program. If this option is selected, the Town would distribute
                   the State's BMP rules to all of the Town's existing potentially hazardous land
                   uses, as well as to any potentially hazardous land use which plans on locating
                   in Stratham. For new uses, the BMP administrative rules could be distributed
                   as part of the building or occupancy permit processes.

             13.   In addition to the State's BMP rules for handling hazardous substances, the
                   Soil Conservation Service has prepared a set of BMPs for farming operations and
                   pesticide users. These BMPs cover manure storage and application, pesticide
                   storage and application, animal feedlots, and soil conservation measures. For
                   more information on these agricultural BMPs, please contact the local Soil
                   Conservation Service office in Exeter.

             14.   The Planning Board should keep in close contact with the Rockingham Planning
                   Commission in order to keep the water plan's inventory information up-to-date.
                   The Board should periodically consult the with Commission on what new data
                   sources to incorporate into this document, as well as Use the Commission as an
                   information source on new developments concerning water resource issues and
                   planning.

             The costs of putting these non-regulatory programs in place are expected to be
             variable, and in some cases, not Possible to estimate at this time without further
             investigation. It is quite possible the Rockingham Planning Commission could provide
             technical assistance on the implementation of the above recommendations.

             Any water resource protection effort worth pursuing will require the commitment of
             human and financial resources. It is recommended the Town make full use of interested
             civic groups and other volunteers as a cost effective means of enacting the suggested
             non-regulatory programs. It should not be necessary for the Town to hire additional
             personnel to conduct or oversee any of the above recommendations.

             Reqnlatory Programs

             The Town of Stratham enforces a Zoning Ordinance which deals with a variety of water
             resource issues such as: wetland protection, shoreland protection, floodplain
             protection and aquifer protection. The Town also enforces Subdivision Regulations,
             Site Plan Review Regulations, a Building Code, septic system health standards, and
             specifications for the installation of roadways and utilities.

             The following pages contain several regulatory actions which are recommended as a
             means of improving or enhancing the Town's water resource management and protection
             efforts.

                                                      60

                  From July of 1992 to the present, the Town has been developing a Wellhead
                  Protection Program as authorized by the State's Groundwater Protection Act (RSA
                  485-C). Thus far, the following tasks have been completed:

                        The locations of the wells which constitute the Town's 34 active pubic
                        water systems have been identified and mapped, using a combination of
                        Global Positioning System satellite mapping and a tape and compass.

                        The surface and subsurface areas surrounding the Town's 34 public water
                        systems which contribute water to their wells have been identified. The
                        contributing surface and subsurface area is referred to as the Wellhead
                        Protection Area or WHPA.

                        All existing potential pollution sources within the previously identified
                        WHPAs have been identified and mapped UBing a tape and compass.

                  The Town is currently reviewing several options for the Wellhead Protection
                  Program's management plan. Three of the management plan options are regulatory
                  in nature. of the three regulatory options, two deal with reclassifying the
                  Town's groundwater resources.     Under the Groundwater Protection Act, the
                  State's groundwater resources are broken down into four water quality
                  classifications, much like the State Legislature's surface water quality
                  classifications of A, B or C. Currently, Stratham's stratified drift aquifers,
                  as mapped by the USGS, are classified as GA2 groundwater resources. All other
                  areas of the community are classified as GB groundwater resources.

                  Stratham has the option of upgrading the classification of its groundwater
                  resources to either Class GAI or ClaSB GAA. The difference between the two is
                  that with a GAA classification, the Town could place an outright prohibition
                 ,on several highly hazardous land uses, such as landfills, septage lagoons, salt
                  piles, etc. It should be noted that most of the prohibited hazardous land uses
                  that accompany a GAA classification are already prohibited throughout Stratham.
                  If the Town chooses to pursue either of the groundwater reclassification
                  options, it would need to actively inspect all of its potentially hazardous
                  land uses for BMP compliance.

                  If Stratham does reclassify its groundwater resources, no changes need to be
                  made to the Town's regulatory framework, rather, the Town is automatically
                  empowered to enforce the State's 8MP administrative rules.      However, if the
                  Town wanted to charge either the potential threat owners or the public water
                  systems for the cost of the BMP compliance inspections, a local Health
                  ordinance would need to be adopted which contained a provision dealing with
                  inspection costs.

            2.    The third regulatory option for the management plan of the Town's Wellhead
                  Protection Program is the adoption of a local health ordinance. In this case,
                  the Town would adopt a health ordinance which would reserve the right of the
                  Town's Code Enforcement Officer or Health officer to conduct a BMP compliance
                  inspection when a problem is suspected. The health ordinance could encompass
                  several other health-related issues such as septic system installation,
                  maintenance and replacement standards.    As a management plan option for the
                  Town's Wellhead Protection Program, such an ordinance would be quite easy to
                  adopt. A health ordinance, unlike zoning amendments, could be adopted by the
                  Board of Selectmen any time during the year after a public hearing.

                                                      61

             3.    Short of reclassifying its groundwater resources or adopting a health
                   ordinance, the Town has several other regulatory options for BMP compliance.
                   Among these options are the following:

                         The potentially hazardous land uses which are currently listed in the
                         Zoning ordinance as permitted uses could be reclassified as special
                         exceptions.    The criteria for a special exception could include
                         compliance with the State's BMP administrative rules, among other
                         possible performance standards.    A BMP compliance inspection program
                         could also be listed under the special exception criteria.

                         If the Planning Board does not want to reclassify the potentially
                         hazardous land uses permitted by right, it can require BMP compliance,
                         as well as a BMP compliance inspection program, as a condition of
                         approval for development proposals involving potentially hazardous land
                         uses. If this option is chosen, the Site Plan Review Regulations should
                         be amended to give the Planning Board the power to require BMP compliance
                         and/or periodic BMP compliance inspections for potentially hazardous land
                         uses as a condition of approval.    This power should be discretionary,
                         only to be invoked by the Planning Board when deemed appropriate.

                         Lastly, the Town could establish a policy which would require an
                         applicant for a building permit or an occupancy permit to demonstrate BMP
                         compliance prior to the issuance of the permit. Of course, this require-
                         ment would only apply to those potentially hazardous land uses described
                         in the State's Groundwater Protection Act.

            4.     In 1992, the State Legislature passed the Comprehensive Shoreland Protection
                   Act (RSA 483-B) , although due to funding problems, the State is only enforcing
                   three of the Act's provisions. once fully funded, the law will be enforced in
                   its entirety. In an effort to help New Hampshire communities comply with RSA
                   483-B, the NH Office of State Planning has developed a model shoreland
                   protection ordinance.   This model includes all of the law's p4ovisions, not
                   just the handful currently enforced by the State.     Stratham planners should
                   compare the State's model shoreland protection ordinance to the Town's existing
                   Shoreland Protection Ordinance in order to see if modifications are necessary.
                   The Town is allowed to have stronger provisions than the State model, however
                   the Town cannot lessen the provisions of the law which are already in place an@
                   being enforced. The three provisions of the New Hampshire Shoreland Protection
                   Act which are currently enforced are:

                         All newly created lots having shoreland frontage shall receive State
                         Subdivision Approval from the Water Supply and Pollution Control Division
                         (WSPCD) of the KH Department of Environmental Services. Prior to the
                         Act's adoption, newly created shoreland lots of five acres or more were
                         exempt from the need to obtain State Subdivision Approval.

                         All new development projects having shoreland frontage need to obtain a
                         Site Specific Permit from the WSPCD if the proposal calls for disturbing
                         more than 50,000 square feet of land. Prior to the Act's adoption, new
                         development projects having shoreland frontage were allowed up to 100,000
                         square feet of land disturbance before a Site Specific Permit was
                         required.

                                                      62

                         New and replacement septic systems for lots having shoreland frontage
                         must be setback 75 feet to 125 feet (depending on the nature of the soil)
                         from a waterbody or watercourse. Prior to the Act's adoption, new and
                         replacement septic systems for lots having shoreland frontage had to be
                         setback 50 feet to 75 feet from a waterbody or watercourse.      For this
                         provision, New Hampshire communities are allowed to have setback
                         standards which are more strict than those of the Act.

                   For more information on this subject, please contact the Rockingham Planning
                   Commission, or obtain the "Model Shoreland Protection Ordinance" prepared by
                   the KH office of State Planning.

                   The Town should amend its Subdivision Regulations and Site Plan Review
                   Regulations to require a detailed water Supply study for proposed community
                   water systems and large public water systems, as well as for existing large
                   public water systems wishing to expand. For the expansion of existing systems,
                   simply reviewing the well yield data versus the expected increase in water
                   demand should be sufficient. As part Of such a study, the Board could ask that
                   the following items be addressed:

                         The well's water quality;

                         The water system's overall impact on the aquifer's rate of recharge;

                         The well's water delivery capability, and;

                         Secondary impacts such as:

                               The potential for de-watering adjacent wetlands;

                               Potential affects on the surrounding water table;

                               Potential changes to the base flows of adjacent watercourses, and;

                               Potential affects on existing water wells within the area.

            6.     A review of Stratham's history of groundwater contamination by underground
                   storage tanks, as well as a review of the Town's existing regulatory structure,
                   indicates that stronger provisions are needed. Several regulatory changes are
                   recommended:

                   A.    The Zoning Ordinance should be amended to require the placement of
                         storage tanks comply with relevant setback requirements (especially the
                         setbacks for wetlands, shorelands and floodplains).       This provision
                         should apply to the majority of tanks (certainly those having capacities
                         of 40 gallons or more). Tanks located in basements having an impervious
                         floor should be exempt.

                   B.    The Site Plan Review Regulations should be amended to require that
                         applicants indicate the locations of all proposed storage tanks on their
                         site pla ns, whether above ground or underground.

                                                      63

                  C.     Underground storage tanks, even those regulated by the State (1, 100
                         gallons or more), should be prohibited as part of the Town's Aquifer
                         Protection District. An exemption should exist for fuel storage tanks
                         located in basements having an impermeable floor surface.

                  D.     For development projects proposing to Use underground storage tanks, the
                         Planning Board should require a monitoring program and the periodic
                         testing of monitoring equipment as a condition of approval.

                  E.     In an effort to aid the Stratham Fire Department, the Site Plan Review
                         Regulations should be amended to require applicants to clearly mark the
                         contents of all above ground storage tanks having capacities of 40
                         gallons or more. This should cover the majority of above ground tanks,
                         while exempting the small tanks associated with outdoor barbecue units.

            7.    Sections 4.4.6, 4.4.15 - Item b, and 4.5.2 of the Subdivision Regulations, and
                  Section 5.3 of the Site Plan Review Regulations outline various drainage and
                  stormwater management provisions. Taken as a whole, these provisions provide
                  a fairly reasonable and comprehensive framework for dealing with stormwater
                  management concerns.    However, the regulatory constraints are such that the
                  drainage provisions of the Subdivision Regulations can only be applied to
                  subdivision proposals; and the drainage provisions of the Site Plan Review
                  Regulations can only be applied to site development proposals. There have been
                  occasions where the drainage provisions of the Site Plan Review Regulations
                  would have been of benefit to a subdivision proposal, and visa versa.        The
                  Planning Board should consolidate the various drainage provisions from both
                  sets of regulations into a single stormwater management provision to be applied
                  in both the subdivision and site plan review processes.

            8.    The wetland setbacks for septic systems as outlined in the Subdivision
                  Regulations are inconsistent with the setback standards outlined in the Zoning
                  ordinance under the provisions of the Wetland Conservation District.          In
                  Section 4.3.1, Item b-3 of the Subdivision Regulations, septic systems must be
                  located 75 feet from a poorly drained soil and 100 feet from a very poorly
                  drained soil.    In Section 11.5.3, Item a of the Zoning ordinance, septic
                  systems must be located 50 feet from a poorly drained soil and 75 feet from a
                  very poorly drained soil. The Planning Board should amend Section 4.3.1, Item
                  b-3 to reference the septic system setback standards of the Wetland Conserva-
                  tion District.

            9.    Section 4.3.1, Item b-1 of the Subdivision Regulations, which allows poorly
                  drained Soils to be used for as much as 25% of the minimum lot size, is
                  inconsistent with Section 11.5.1 of the Wetland conservation District (Section
                  11 of the Zoning ordinance). section 11.5.1 states that poorly drained soils
                  may be used to fulfill the minimum lot size provided that a contiguous non-
                  wetland area of 30,000 square feet is provided for each lot. Section 4.3.1,
                  Item b-1 of the Subdivision Regulations should be amended to conform with
                  Section 11.5.1 of the Wetland Conservation District.

            10.   It would be helpful to potential developers if the minimum contiguous non-
                  wetland area requirement of the Wetland Conservation District (Section 11.5.1)
                  were listed within the Table of Dimensional Requirements (Section 4.2). This
                  would alert potential developers that a minimum contiguous non-wetland area of
                  30,000 square feet is required for all newly created lots.

                                                      64

            11.   The Wetland Conservation District (Section 11 of the Zoning ordinance) should
                  be amended to include Section 4.3.1, Item b-4 of the Subdivision Regulations
                  which states that "There shall be no filling of wetlands for the purpose       of
                  providing the minimum distance between the wetlands and sewage disposal
                  systems."   This is a beneficial provision which should be included in the
                  septic system setback standards of the Wetland Conservation District (Section
                  11.5.3, Item a).

            12.   The Town's Floodplain Management District (Section 17 of the Zoning ordinance)
                  should be amended in two instances. The current ordinance is in compliance
                  with the standards of the National Flood Insurance Program (NFIP) as adminis-
                  tered by the Federal Emergency Management Agency (FEMA), however, an additional
                  provision dealing with variances has been suggested by the NH office of
                  Emergency Management. Also, FEMA has recently begun to advise New Hampshire
                  communities to modify their floodplain ordinances to give distinction to
                  recreational vehicles and their relationship to the NFIP.      The NH Office of
                  Emergency Management has prepared model language to address both the variance
                  issue and the recreational vehicle issue. To obtain the model language, please
                  contact the Rockingham Planning Commission or the NH office of Emergency
                  Management in Concord.

            13.   Within Section 4.4.11 of the Subdivision Regulations, there are several
                  different standards which apply to several different sizes of septic systems.
                  First of all, septic systems under 2,000 gallons per day (gpd) must be designed
                  by a septic system designer licensed in New Hampshire, while septic systems
                  over 2,000 gpd must be designed by a professional engineer practicing in New
                  Hampshire.   No mention is made of which standard applies to those systems
                  designed for exactly 2,000 gpd.     Section 4.4.11 goes on to state that the
                  Planning Board may require a "groundwater mounding analysis" for septic systems
                  designed for 2,400 gpd or greater. Lastly, Section 4.4.11 gives the Planning
                  Board the power to require a hydrogeologic study for septic systems designed
                  for 2,400 gpd.

                  The above provisions were designed to give the Planning Board additional
                  assurance that large septic systems would be designed and installed properly.
                  However, the size limits of the various provisions are not only arbitrary, but
                  are inconsistent with what the State considers as a "large disposal system".
                  Since the State's administrative rules (Env-Ws 1002.21) defines large septic
                  systems as those systems designed for 2,500 gpd or more, having local standards
                  for septic systems designed for 2,000 and/or 2,400 gpd is inconsistent.

                  In order to establish some consistency and clarity among the various provisions
                  described above, several changes to section 4.4.11 are recommended:

                         Septic systems designed for 2,500 gpd or more should be designed by a
                         septic system designer licensed in New Hampshire or a professional
                         engineer licensed in New Hampshire. For septic systems under 2,500 gpd,
                         home owners should be able to design the system for their own residence
                         and, in all other cases, the system should be designed by a septic system
                         designer licensed in New Hampshire. This provision is in full compliance
                         with the administrative rules of the NH Water Supply and Pollution
                         Control Division.

                                                      65

                         The Planning Board's power to require a "groundwater mounding analysis"
                         should only apply to large disposal systems, def ined by the State as
                         those systems designed for 2,500 gpd or more.

                         The Planning Board's power to require a hydrogeologic study should only
                         apply to large septic disposal systems designed for 2,500 gpd or more   .

             14.   Section 4.4.11 of the Subdivision Regulations also gives the Planning Board the
                   power to require a hydrogeologic study for projects located within a stratified
                   glacial sand and gravel deposit (basically, the Town's aquifers) as identified
                   by the NH State Geologist Of f ice and depicted on a series surf icial geology
                   maps. This specific provision should be amended to reference the boundaries
                   of the Town's Aquifer Protection District and its referenced scientific
                   studies.

             15.   Section 4.4.11 of the Subdivision Regulations should be further amended to deal
                   with the placement of septic systems on sloping areas. The following provision
                   is suggested:

                         Sloping Lots: Leaching fields may be constructed on sloping lots provided
                         the natural grade of the proposed location does not exceed 15%. When the
                         natural grade exceeds 5%, the WSPCD "50% rule" (ENV-Ws 1014.05) which
                         allows up to 50% of the bed bottom to be less than four feet from the
                         seasonal high water table may be used. However, the upgradient side of
                         the bed bottom shall be at least three feet above the seasonal high water
                         table.

             16.   There are numerous provisions within the Subdivision Regulations and Site Plan
                   Review Regulations which reference municipal water and sewer systems, and the
                   Town Engineer. Since Stratham does not have such services or a Town Engineer,
                   it is suggested that these various provisions be amended to reference the
                   applicable public water and sewer standards of the State, and the engineering
                   consultant chosen by the Planning Board.     Amending the regulations in this
                   manner would bring them into closer conformity with reality and actual Planning
                   Board practices.

             other Recrulatory Considerations

             The Town's existing environmental protection zoning (Wetland Conservation District,
             Shoreland Protection District, Aquifer Protection District and Floodplain Development
             ordinance) is a prime example of an innovative land use control as authorized under
             RSA 674:21, as are the various options for cluster development. other innovative land
             use controls were considered for Stratham, however, none seemed appropriate at this
             juncture.

             Stratham currently has a Growth Management ordinance in place (Section 14 of the
             Zoning Ordinance) as authorized under RSA 674:22. Other options for growth management
             and timing of development regulations and growth management/interim regulations (as
             authorized under 674:23) were considered for Stratham, however, none seemed
             appropriate at this time.

                                                       66

             Municipalities in New Hampshire have the option of regulating the use of local water
             resources through their powers to make by-laws in accordance with RSA 31:39. No new
             by-laws are recommended at this time, however, the Town may need to look at the issue
             of ice fishing shacks along the frozen surface of the Squamscott River. Invariably,
             every year there are a couple shacks which go unretrieved, left to break apart and
             fall into the River.     If the problem persists, the Town may want to consider
             establishing a policy to deal with the matter.

             Stratham has the option of regulating the disposal of hazardous wastes through its
             power to make by-laws as authorized under RSA 31:39. Many of the problems associated
             with hazardous wastes are addressed within the framework of the Town's existing
             environmental protection districts; also, the recommended non-regulatory programs and
             regulatory changes should help to minimize the problems associated with hazardous
             waste disposal.

             Cost Considerations

             Generally, the financial cost of amending municipal ordinances and regulations is
             minimal.   The major cost is in terms of time (night meetings, hearings, etc.).
             Technical assistance in the drafting and implementation of the proposed amendments
             can likely be handled by the Rockingham Planning Commission upon request. Some minor
             expenses would be incurred as a result of complying with the statutory requirements
             for the publication of hearing notices and the notification of abutters.

             It should not be necessary for the Town to hire any additional personnel to prepare
             or oversee the recommended regulatory changes. Much of the work can be handled by
             the local municipal infrastructure already in place.      once again, the Rockingham
             Planning Commission would be available to provide technical assistance to the Town
             regarding any water resource protection effort.

             Alteinative Evidence

             It should be noted that the information presented in this plan is designed for general
             planning purposes only, and not for site specific analysis.             There may be
             discrepancies between the information presented in this plan and the actual conditions
             of a particular site in Stratham.    It is therefore recommended that the governing
             bodies of Stratham implement a process for allowing applicants for required local
             approval to present documented scientific and technical information which differs from
             the information used to prepare this plan; specifically, the surface water,
             groundwater, and potential threats chapters.

             In conjunction with a process for the submission of alternative scientific and
             technical evidence, a process must be established which enables local decision makers
             to consider such evidence. Both processes need to be in place. It is recommended
             that the applicant be allowed to submit alternative information, and the decision
             making body be allowed to consider such information, prior to and/or during the
             decision making process.

             A process for both the submission and consideration of alternative scientific and
             technical evidence should be built into the procedures of the Planning Board, Board
             of Adjustment, Conservation Commission, or any other local governmental body having
             regulatory authority. Any local governmental body using the information presented
             in this plan during its decision making process should adopt procedures for both the
             submission and consideration of alternative scientific and technical evidence.

                                                       67

                                                    APPENDIX A

                          STRATHAM SOIL DESCRIPTIONS AND DEVELOPMENT POTENTIAL MATRIX

               The following appendix describes the various soil types found within Stratham.
               Each individual soil type has been rated in terms of development capability
               according to the publication, Soil Potentials for Development: New Hampshire
               Seacoast Area, prepared by the Rockingham and Strafford County Conservation
               Districts in 1985.

               Soil Symbol                Name                      Description

                   26A                    Windsor                   loamy sand, 0-3% slopes
                   26B                    Windsor                   loamy sand, 3-8% slopes
                   26C                    Windsor                   loamy sand, 8-15% slopes
                   29A                    Woodbridge                fine sandy loam, 0-3% slopes
                   29B                    Woodbridge                fine sandy loam, 3-8% slopes
                   30A                    Unadilla                  very fine sandy loam,
                                                                    0-3% slopes
                   30B                    Unadilla                  very fine sand loam,
                                                                    3-8% slopes
                   32A                    Boxford                   silt loam,  0-3% slopes
                   32B                    Boxford                   silt loam,  3-8% slopes
                   32C                    Boxford                   silt loam,  8-15% slopes
                   33A                    Scitico                   silt loam,  0-5% slopes
                   38A                    Eldridge                  fine sandy  loam, 0-3% slopes
                   38B                    Eldridge                  fine sandy  loam, 3-8% slopes
                   42B                    Canton                    gravelly fine sandy loam,
                                                                    3-8% slopes
                   42C                    Canton                    gravelly fine sandy loam,
                                                                    8-15% slopes
                   43B                    Canton                    gravelly fine sandy loam,
                                                                    3-8% slopes
                  .,,,43C                 Canton                    gravelly fine sandy loam,
                                                                    8-15% slopes
                   62B                    Charlton                  fine sandy loam,  3-8% slopes
                   63B                    Charlton                  fine sandy loam,  very stony,
                                                                    3-8% slopes
                   63C                    Charlton                  fine sandy loam,  very stony,
                                                                    8-15% slope
                   66B                    Paxton                    fine sandy loam,  3-8% slopes
                   66C                    Paxton                    fine sandy loam,  8-15% slopes
                   66D                    Paxton                    fine sandy loam,  15-25% slopes
                   67H                    Paxton                    fine sandy loam,  very stony,
                                                                    3-8% slopes
                   67C                    Paxton                    fine sandy loam,  very stony,
                                                                    8-15% slopes
                   67D                    Paxton                    fine sandy loam,  very stony,
                                                                    15-25% slopes
                   67B                    Paxton                    fine sandy loam,  very stony
                                                                    25-35% slopes
                   97                     Greenwood-Osipee          ponded
                  115                     Scarboro                  muck
                  125                     Scarboro                  muck, very stony
                  129B                    Woodbridge                fine sandy loam, 3-8% slopes,
                  129C                    Woodbridge                very stony
                                                                    fine sandy loam, 8-15% slopes,
                                                                    very stony
                  134                     Maybid                    silt loam

                                                                         (Appendix A continued)

                Soil Symbol              Name                     Description

                  140B                   Chatfield-Hollis-        very stony, 3-8% slopes
                                         Canton
                  140C                   Chatfield-Hollis-        very stony, 8-15% slopes
                                         Canton
                  295                    Greenwood                mucky peat
                  298                    Pits                     sand and gravel
                  299                    Udorthents               smoothed
                  305                    Lim-Pootatuck
                  313A                   Deerfield                fine sandy loam, 0-3% slopes
                  313B                   Deerfield                fine sandy loam, 3-8% slopes
                  314A                   Pipestone                0-5% slopes
                  395                    Chocorua                 mucky peat
                  397                    Ipswich                  mucky peat
                  446A                   Scituate-NewfieldB       0-3% slopes
                  446B                   Scituate-Newfileds       3-8% slopes
                  447A                   Scituate-Newfields       very stony, 0-3% slopes
                  447B                   Scituate-Newfields       very stony, 3-8% slopes
                  447C                   Scituate-Newfields       very stony, 8-15% slopes
                  460B                   Pennichuck               channery very fine sandy loam,
                                                                  8-15% slopes
                  495                    Ossipee                  mucky peat
                  497                    Pawcatuck                mucky peat
                  510A                   Hoosic                   gravelly fine sandy loam,
                                                                  0-3% slopes
                  510B                   Hoosic                   gravelly fine sandy loam,
                                                                  3-8% slopes
                  510C                   Hoosic                   gravelly fine sandy loam,
                                                                  8-15% slopes
                  510D                   Hoosic                   gravely fine sandy loam,
                                                                  15-35% slopes
                  ,.,531B                Scio                     very fine sandy loam, 0-5%
                  533                                             slopes
                                         Raynham                  silt loam
                  538A                   Squamscott               fine sandy loam, 0-5% slopes
                  546A                   Walpole                  very fine sandy loam,
                                                                  0-5% slopes
                  547A                   Walpole                  very fine sandy loam, very
                                                                  stony, 0-3% slopes
                  547B                   Walpole                  Very fine sandy loam, very
                                                                  stony, 3-8% slope
                  597                    Westbrook                mucky peat
                  656A                   Ridgebury                very fine Bandy loam,
                                                                  0-5% slopes
                  657A                   Ridgebury,               very fine sandy loam, very
                                                                  stony, 0-3% slopes
                  657B                   Ridgebury                very fine sandy loam, very
                                                                  stony, 3-8% slopes
                  699                    Urban Land               variable, on-site investigation
                                                                  required
                  997                    Ipswich                  mucky peat, low salt

                                  Soil Potential Ratings For Development

                 Soil         Septic Tank       Local Roads      Dwellings with Overall
              Symbols        Absorption Field   and*Streets       Basements       Development
                                                                                   Rating
                 12A                M                 VH               VH                 H-
                 12B                M                 VH               VIi                H
                 12C                M                 H                H                  M
                 12E                VL                VL               VL                 VL
                 26A                H                 VH               VH                 VH
                 26B                H                 VH               VH                 VH
                 26C                M                 H                H                  H
                 26E                VL                VT.              VL                 VT,
                 29A                M                 H                VH                 M
                 29B                M                 H                VH                 M
                 32A                L                 H                VH                 M
                 32B                L                 H                H                  M
                 32C                L                 M                M                  M
                 33A                VL                VL               M                  VL
                 38A                M                 H                VH                 M
                 38B                M                 H                VH                 M
                 42B                VH                VH               VH                 VH
                 42C                H                 H                H                  H
                 42D                M                 L                L                  M
                 43B                VH                H                VH                 VH
                 43C                H                 M                H                  H
                 43E                VL                VL               VL                 VL
                 44B                M                 H                VH                 H
                 44C                M                 M                H                  M
                 '
                 45B                M                 H                VH                 H
                 45C                M                 M                H                  M
                 45D                M                 L                L                  M
                 62B                VH.               VH               VH                 VH
                 62C                H                 H                H                  H
                 63B                VH                H                VH                 VH
                 63C                H                 M                H                  H
                 63D                M                 L                L                  M
                 66B                M                 H                VH                 M
                 66C                M                 M                H                  M
                 66D                L                 L                L                  M
                 67B                M                 H                VH                 M
                 67C                M                 M                H                  M
                 67D                L                 L                L                  L
                 67E                VL                VL               VL                 VL
                 97                 VL                VL               VL                 VL
                 115                VL                VL               VL                 VL
                 125                VL                VL               VL                 VL
                 129B               M                 H                H                  M
                 129C               L                 M                M                  M
                 134                VL                VL               VL                 VL

                 Ratings:     VH    Very High                 L      Low
                               R    High                     VL.-- Very Low
                               M    Medium

                                   Soil Potential Ratings For Development
                                                   Page 2

                   Soil        Septic Tank       Local Roads     Dwellings with Overall
                  Symbols      Absorption Field and Streets         Basements      Development
                  140B               M                L                 M           RatinizM
                  140C               L                L                 M
                  140D               VL               VL                L                VL
                  141E               VL               VL                VL               VL
                  295                VL               VL                VL               VL
                  298          ----------   tool variable       aot rated   ---------------
                  299                                 it                             if
                  305                VL               VL                L                V1.
                  313A               M                H                 VH               M
                  313B               M                H                 VE               M
                  314A               VL               VL                M                VT.
                  343C               H                M                 M                M
                  343D               VT.              V1.               VT.              VT.
                  395                VL               VL                VL               VL
                  397                VL               VL                VL               VL
                  446A               M                H                 VH               H
                  446B               M                H                 VH               H
                  447A               M                H                 VH               M
                  447B               M                H                 H                M
                  447C               M                M                 M                M
                  460B               M                M                 M                M
                  460C               L                L                 M                M
                  495                VL               VL                VL               VL
                  497                VL               VL                VL               VL
                  -@`I OA            M                VH                VH               H
                  510B               M                Vii               VH.              H
                  510C               M                H                 H                M
                  510D               L                L                 L                L
                  531B               M                H                 VR               M
                  533                VL               VL                M                VL
                  538A               VL               VL                M                VL
                  546A               VL               VL                M                VL
                  547A               VL               VL                M                VL
                  547B               VL               VL                M                VL
                  597                VL               VL                VL               VL

                  599                L                M                 M                M
                  656A               VL               VL                M                VL
                  657A               VL               VL                M                VL
                  657B               VL               VL                M                VL
                  699           ---------  too   variablp      n)t rated  -------------
                  799                H                M                 H                H
                  997                VL               VL                VL               VL

                  Ratings:    VH     Ve ry High              L     Low
                               H     High                   VL     Very Low
                               M     Medium

                                                   USER'S GUIDE FOR WELL COMPLETION REPORT DATA SUMMARIES [rev. 5/11/901

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

            WRB#       Water,Resources Board                   Text 8                 (3-digit numeric town code]-(4-digit sequence no.)
                       I. D. number                                                              town code must include leading zeros

            OPT#       Optional number for                     (Reserved)
                       cross referencing

            ELEV       Elevation                               Real Number            in 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

            ROAD       Address of well location                Text 26                street name or reference point (consult                            2
                                                                                      "dictionary" for accepted abbreviations)
            TOWN       Town in which well is located           Text 22                complete name of town (no abbreviations allowed)                   2
            MAP        Map page number as recorded on          Text 10                varies according to the coding system in use by                    2
                       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 in use by                    2
                       the town',,s tax map                                           a particular town
            DCOMP      Date well was completed                 Date                   6-digit no. for year/month/day                                     3
                                                                                      with leading zeros included

                                                                                                                                                              Z
                                                                                                                                                              t:1

                                                             'A

                     Attribute        Explanation                 Data Type, Codes                                 Data Entry                  I.tem Number on
                                                                  and Definitions                                  Conventions                 Well completion
                                                                                                                                               Report

                     USE        Proposed use of well              Text 1
                                                                    O=other
                                                                    I=domestic
                                                                    2=small community water supply
                                                                    3=municipal
                                                                    4=commercial
                                                                    5=industrial
                                                                    6=agricultural
                                                                    7=institutional
                                                                    8=test/exploration
                                                                    9=abandoned

                     RSN        Reason for constructing           Text 1                                                                                         5
                                well                                O-other
                                                                    1=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 1                                                                                         6
                                                                    O=other
                                                                    1=drilled in bedrock
                                                                    2=drilled in gravel
                                                                    3=dug
                                                                    4-auger hole (any uncased hole)
                                                                    5=driven point
                                                                    6-undifferentiated

                     TOM        Total depth of well               Real number                                      in feet below land                            7
                                                                                                                   surface datum

                     BDKD       Depth to bedrock                  Real number                                      in feet below land                            8
                                                                                                                   surface datum

                                                                                                                                                              0  tIt

                                                                                                                                                              r- X
                                                                                                                                                              M

             Attribute      Explanation                 Data Type, codes                                D a t a _9D-t r-.X        Item Number on
                                                        and Definitions                                 Conventions               Well Completion
                                                                                                                                  Report

             CASING    Total length of casing
                       installed in well                Real number                                     in feet                                      9

             YTM       Yield test method                Text 1                                                                                     11
                                                          l=bailed
                                                          2-pumped
                                                          3=compressed air

             YTD       Yield test duration              Real number                                     in hours                                   11

             YTQ       Discharge                        Real number                                in gallons per minute                           11

             SWL       Static water level               Real number
                                                          (O.-overflowing                          in feet below land surface datum                12
                                                           .1=at ground level)

             DMEAS     Date static water level
                       was measured                     Date                                       6-digit no. for year/month/day                  12
                                                                                                   with leading zeros included

             WQ        Water quality information        Text 1                                                                                     13
                                                          Y-"Yes" Laboratory
                                                            analysis performed
                                                          Null value (-O")-"no"
                                                            or not reported

                                                                                                                                                   0
                                                                                                                                                   0

                                                                                                                                                   rt @4
                                                                                                                                                     t=

        ......... .

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

          OB        Type of overburden material       Text 16                                                                                      15
                                                        O-exposed bedrock
                                                        1=sand
                                                        2=gravel
                                                        3-till
                                                        4=clay
                                                        5-mixed
                                                        6-other

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

          PI        Pump information                  (Reserved)

          QC        Subjective assessment             Text
                    of quality of reported              1-good
                    information                         2-fair
                                                        3=poor

          NOTE            Special notes               Text 36
                                                        YL=yield log
                                                        SN-screen information
                                                        GP-gravel pack
                                                        DD=drawdown measurements
                                                        DL-detailed log
                                                        CM-comments                                                                                    0 @t

                                           "CM:  is used to explain any attribute coded as "other"       ie.  CM:USE (0) =f ire protection)

             THE FOLLOWING ADDITIONAL CONVENTIONS APPLY AS NOTED:

                  1 )no Periods are permitted to follow abbreviations within text fields, except i n the cas e of NAME where a period is
                     required 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 CM:attribute(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 GP SN)

                                                                                                                                             >
                                                                                                                                          0

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                                                                                                                                                                                                                                                               !!C@,F          7V@-!:                                     Y71                If T                                                                   APPENDIX B               (cont.)

                                                                                                                                        2 25. 0 0 51     29 Dunbijr*on        Oa@.s                                                       20.     84 11 Op P,                                r,
                                                                                                                                                                                                                                                                                             -1       1@ In
                                                                                                                                                                                                                                             L;                                                       . _;_,
                                                                                                                                        22MO23@          Ml Ounbarton         'V'a k                                                      @0. 0   84/07/1-116     1                                   11-00     K", 1,101,1
                                                                                                                                        42;. E9@0        M
                                                                                                                                                         0 ULff                                                                                                                                                                                                       -- - ---------------------- i-
                                                                                                                                                                    C, ,
                                                                                                                                        225.0310         Dunban'nin    Oe@,@                                                                                                                                                                    @tp
                                                                                                                     5                                                                                                                                                                       0        4,11.
                                                                                                                                        225. 02-311      Ounbar@on                                                                                        lin.?                1       "r,.
                                                                                                                                                                                                                                                                                       0     5------
                                                                                                                                        225. 0346        Dunbarto      Oaks
                                                                                                                                                                                                                                                  e,,R I C, 1 n
                                                                                                                                                                                                                                                                                                      In
                                                                                                                                                                       n                                                                                                                                           nil.
                                                                                                                                        225.0 5                                                                                                                                        11715.0        23. 0,;,                               60. Nr--,
                                                                                                                                                   09,   ::Dunbanton   08 s                                                                                       1     i      I
                                                                                                                                                                                                                                                                                                                                                                      4
                                                                                                                     lei                225. 'C'   ' 16  but iblat' tot I'u c I @ s,
                                                                                                                                                                                                                                                                                                      fle
                                                                                                                                        225.0325         Dunbarton     Oaks                                         Lot   2                           0 5 2 4     1     1
                                                                                                                                                                                                                                                                                       175. r,        5,           @1,rl  7
                                                                                                                                                                                                                                                                                                                                             V- -L:.
                                                                                                                                        225.0108         Dunbartcn     CA,                                                                                                             100. 0         21". 00                                U. U@
                                                                                                                     12                                                       !F.                                                                                                                                                            K
                                                                                                                     13                                  Cvpba, ta,                                                 28                          -.11. 1 u Jul     I
                                                                                                                                        225.048          Du! Il arton:: Oak s
                                                                                                                                                                                                                                                                                       160 0          16 00
                                                                                                                                                                                                                                                          A,      1:    1      1
                                                                                                                                                                                                                                                        I         . I                                           ,,                           20. oil,
                                                                                                                                                         Ambarton      Oaks
                                                                                                                                                                                                                                                                                                                                                                                            2
                                                                                                                                                                                                                                                                                                      4.00      2M        3
                                                                                                                                    ----z25. uQ09                                                                      t
                                                                                                                                                                                                                                                  QQ1                                                                                                                                       2
                                                                                                                                        225.0114         Dunbarton     Oaks                                         39                            8511240         1     1      1       100.0          30.00     52.010    3
                                                                                                                                        '125.0285        Dunbarton     Oaks                                         21                            P7110127        1,    1      1       200, 0         10. 00    40, D-1
                                                                                                                                                                                                                                                                                                      I -       -- U*@    1)                    nr.-                  24
                                                                                                                                                                       b&s    N.
                                                                                                                                                                                                                                            1..   97,1 iul p      i
                                                                                                                                                                                                                                                                                                                w, Uu                                                                       9
                                                                                                                                                                                                                                                                                                                                                00
                                                                                                                                                         Dunbarton:. Oaks     Rd
                                                                                                                     2D                                                                                                                                                                               @67 00    @,00
                                                                                                                                                                                                                    Lot   34                                                                                                                                          11-4                  2
                                                                                                                                                                @torV- Oaks   Rd.
                                                                                                                                                                                                                                                                                                                8,        3
                                                                                                                                                                                                                       0
                                                                                                                     21
                                                                                                                                                                                                                                                                                                                   00     3
                                                                                                                                                                                                                                                                                                      21:,,00   42

                                                                                                                                                                                                                                                                                       lou.u
                                                                                                                                                                                                                                                                                       -              1U.UU     ZU.C.0
                                                                                                                                        225.0303         Dunbarton     Oaks   P,                                                                                                                                                                                                            2
                                                                                                                     k3                                                                                                                           88101/25        1     i      1       120.0          12.00     21.00     3                  i0.00                    2
                                                                                                                                        225.0413         Dunbarton     Oaks   Subdiv                                Lot   38                      90/10125        1     1      1       120.0          50.00     72.00     11     LL 50       75.00
                                                                                                                     i   -  -.1-........,                - ..          .-     .                                                                                                                                                                                                             2
                                                                                                                          . ........ ..-
                                                                                                                                                                                                                                                                                 . . . ..... ....
                                                                                                                                                                                                                                        . ......... -W
                                                                                                                                                          ...... .... . ..
                                                                                                                                                                                                                                                                                                                                                60                                          2

                                                                                                                     7
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                                                                                                                                                                                                                                                                               i       zuu.u          U.
                                                                                                                                        225.0061         Evergreen     Way                                                                                                                                      xt. UU    3                  0.0                                            2
                                                                                                                                                                                                                                         40.0     85104/11        1     1      1       300.0          M00       41A0             1.00                   C,  M         1                     2  C?1:hiqh- Yield well
                                                                                                                                        225.012          Evergreen     Way                                          10                            86/07112        1     1      1       297.0          15.00     41,00     3      1.00        12.00          .         I
                                                                                                                                                                                                                                                                                                                                                                                            2  YL

                                                                                                                                             021
                                                                                                                                                                                                                                                                                             . ......           ..
                                                                                                                                                                                                                                                                                  .. ... ... ............ ..
                                                                                                                     34                                                1 c!( Ill                                       0  lu                      'ill U41 Ul     I                    fou.u          20. DO    .-4U.U                                                                      z
                                                                                                                                                                                                                                                                                                      50.00
                                                                                                                                        225-0435         Gifford       Farm Rd                                      Lot   13                      92/04115        1     1      1       220.0                    68.00     3      0.25        50.00                    12                    2
                                                                                                                                        225-0448         Gifford       Farm Rd                                                                    92108109        1     1      1       162,0          30.00     49.00     3      0.50        12.00
                                                                                                                                                                                                                                                                                                                                                                      3                     2  YL

                                                                                                                     7
                                                                                                                     13:
                                                                                                                                                                                                                                                                                                ..... .. ...

                                                                                                                                                         biTTWO raPMS         Ko
                                                                                                                                                                                                                    LUL   Z                                                                                                                                                                                         .. .. ... .                                      x
                                                                                                                                                                                                                                                                                       180"D                    6.). 00                      12.1.10                  t2
                                                                                                                                        225-0439         Gifford Farms        Subdiv                                Lot   22                      9214'5101       1     1      1       180.0          35.00     51,09     3      0.50        30.00
                                                                                                                                                                                                                                                                                                                                                                      12                    2
                                                                                                                                        225.0356         Gilford Farm Rd                                            Lot   8                       88/07/20        1     1      J       180.0          55.00     91.00     3      0.25        60.00                    4'                    2

                                                                                                                                             UI          Guinea Ro
                                                                                                                                                   -5-5
                                                                                                                                                                                                                                                                                                                                 . . . . . . . . . . . . . . . . . .
                                                                                                                                                                                                                                                                                       T6U-.U-        w. 013       uu     .5
                                                                                                                     41                 225.0247         Guinea Rd                                                                                                                                                                                                                          z
                                                                                                                                                                                                                                                  87/09102        1            1       162.0          87.00     100.00    3      0.75        12.00                    12                    2
                                                                                                                                        225.0250         Guinea Rd                                                  Lot 3                         87/09/15        1     1      1
                                                                                                                                                                                                                                                                                       220.0          70-00     90.00     3                  6.00                     2                     2

                                                                                                                     60

                                                                                                                                .......... . ..... ..
                                                                                                                                                                                                                                                                                                                                                                                                                                                              . . . . . . . . . . .
                                                                                                                                                   229   heignts Rd                                                                                                                                                                ....... ........                                                                         . .....
                                                                                                                                                                                                                                                                                                                                                                                                      .... . ......
                                                                                                                                                                                                                                                                                       18TO,          M. M      NOV                                                                         z
                                                                                                                                                                                                                    4U                            MMS             I     I      I
                                                                                                                                        225-0421         Heights Rd                                                                               91102128        1     2      1       250.0          110.00    110.00    3      0.50        10.00---` ''131(01@0.    4                     2
                                                                                                                                        225.0153         Heights Rd                                                 2                                                                                                                        -7.00-                   4                     2
                                                                                                                                                                                                                                                  86107/28        1     1      1       240.0          105.00.   160.00    3
                                                                                                                                                                                                                                                                                                                                                        'N

                                                                                                                                                                       ...........                                           ----------
                                                                                                                                                                                                ......................                     - -------
                                                                                                                                                                                                                                                                                                      DU.UU
                                                                                                                                        2D.UU69          Heights Ra                                                                                                                    z4u.u
                                                                                                                                                                                                                                        1,20T SMS151              1 . . . --- -                                                                                                             z
                                                                                                                                        225.0154         Heights Rd                                                                               86108/04        1     1      1       200.0          50.00     62.00     3                  6.00                     2                     2

                                                                                                                                                                                                                                                                                                                         Y"
                                                                                                                                                                                                                                                                                                                                                                                                                        APPENDIX B (cont.)

                                                                                                                                          -.22
                                                                                                                                                                                                                                                                    -A                                                                        55. W
                                                                                                                                                                                                                                                    95104                                                                                                                                    .2
                                                                                                                                                                                                                                                                                                                                                                            ...... .... ..
                                                                                                                                                                                                                                                                                                                                                                       12- 4.:
                                                                                                                                                                                                                                                                                                                                                                                             :2
                                                                                                                                                                         Rd
                                                                                                                                               ..........                               ..........
                                                                                                                                          T;
                                                                                                                                          225. -0108.0      Heights      R                                                                 o. @n     110 .1    'r                       4 C'. n      20.00         00       3
                                                                                                                                          225.0222          Height--     R d,                          2208-1@'l                                    87 10                               J-100. 0     25, 00     4  012.     3
                                                                                                                                                                                                                                                                                                     "LT-M
                                                                                                                                                                                                                                                                                                                                                                                             2
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                                                                                                                                                            Hersey Ln                                                                      6U, U    64/UV/I/                            UU@ U        375
                                                                                                                                          2 S. G M. 6       @ersey  Ln                                                                                         6                        4.0 G . 0    1.3.00     57,00       3                 2. 0C
                                                                                                                                                                                                                                                                                                                                                                                             2  Y!
                                                                                                                                          225.0305          Hersey  Ln   Ext                                           Lot    8A                    87112104        1            1      300.0        65.00      8C.00       3     1.00        1.50

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

                                                                                                                                   ....... ...
                                                                                                                                          Y Y). U4 U        Ott mign     Z)t                                           Lot    I                                                         TV U         57.00      6TOU              U.50
                                                                                                                                          2125.0137         off High     St                                                                         86/(Y-?/06             1     1      140.0        33.00      41.00                         10.00
                                                                                                                                          225.0111          High St                                                    14                           8 S/ 11 1121 7  1,     1     1      100.0        12.00      28JOIG      3                 10,00                    i 2                   2
                                                                                                                                          ....                                           ......... I--  @.. -.1- --                                   .        .                                           ---        --                                 ...@ i77@@@:
                                                                                                                                                                                                                                                                                                        VU
                                                                                                                                                                                                                                                                                        UU                      MAUJ        @5
                                                                                                                                                                                                                                                                                                                                                                       12
                                                                                                                                                                                                                                                                                        220                     7

                                                                                                                                                                                                                                                                                                                o4
                                                                                                                                                                                                                                                                                                        0.0
                                                                                                                                                       . .... .......
                                                                                                                                                                                                                                                                                               0     SUM           -W -Z
                                                                                                                    22                          U1/1        High  K                                                                                 86/09/Ul                     1      18U.                    42.
                                                                                                                    23                    225.0249          High  St                                                   Lot    3                     87/06/23        1            1      220.0        85.00      '105.00     .7                io.00                    34                    2
                                                                                                                    ?4                    225.0042          High  St                                                                       120.0 85106/19           1      1     1      160.0        35.00      47.00       3                 10.00                    2                     1

                                                                                                                                                                                                                                                                                                                                              .. .........

                                                                                                                                                                                                                                                                                                                                                                                                                                                    ... .. ...
                                                                                                                                          MM112--           -High St                                                   15--                         85111/27        1      1     1      120.U        12.00      26.00       3                 6.UU                     12
                                                                                                                                          225.0182          High St                                                                                 86110127        1      1     1      200.0        55.00      70.00       3                 7.00                     34                    2
                                                                                                                                          225.0246          High St                                                    28                           87/07/10        1      1     1      265.0        70.00      80.00       3     1.00        15.00         00         3                     3
                                                                                                                                                                                                                                                                                                                4
                                                                                                                                               f n.
                                                                                                                                               E-09-5
                                                                                                                                                            Rhm
                                                                                                                                                                                                                                                                                                                                     ........ .....
                                                                                                                                                                                                                                                                                                                                      ..... ......
                                                                                                                                                                                                                                                                    . .. .. . .

                                                                                                                                                                                                                                                                                                                                                                                                                                     ...... .....
                                                                                                                                                                                                                                                                                                                                                                                      ............. .... .
                                                                                                                    34                    2'5.UlUl          Kolagren Acres                                                                          85199/18        1      1     1      160.U        M. UU                  6                 lb.UU                    23                    2
                                                                                                                                          225.0085          Holmgren Acres                                                                 100.0    85/05/03        1      1     1      360.0        1.00       42.00       3                 4.00          j          )-4                   2
                                                                                                                                                                                                                                                                                                                                                                       1-4
                                                                                                                                          225.0081          HoWgren Awes                                                                   140.0    95104108        1      1     1      300.0        35.00      47.00       3                 3.00

                                                                                                                    -37

                                                                                                                                                                .. ...... .

                                                                                                                                                                                                                                                                                                                                                                                                                                                       ......   .....
                                                                                                                                                                                                                                                                                                                                                                                                                                    ..., . ... .....
                                                                                                                    40                    225.0084          Holmgren     Acres                                                             140.0. 84/12/11 -1              1     1      100.0        3.00       51.00       3                 6.00       @A@           124                   1
                                                                                                                    .91                   225.0080 -        Holmgren     Acres                                                             120.0    85704/04        1      1     1      320.0        19.00      42.00       3                 1.50                     1-6                   1
                                                                                                                                          225.0026          -Iolmgren    Acres                                                             140.0                    1            1      140.0        20.00      47.00       3                 30.00                    3                     3
                                                                                                                                                                =M,
                                                                                                                                                                                                                                                               MW

                                                                                                                                          225.0304          Humes Ct
                                                                                                                                                                                                                       Lot 10                       87111/17        1      1     1      140.0        20.00      42.00       6                 2U.UU                    2 -                   2
                                                                                                                                          225.0296          Humes Ct                                                   Lot 7                        880107          1      1     1      145.0        30. M      45.00       3     1.00        7.M        @00           14                    2
                                                                                                                                          225.0312          Humes Ct                                                   Lot 11                       88105/13        1      1     1      140.0        25.00      42.00       3                 100.00     'A            it                    2
                                                                                                                                                                                                                   "K."  M-P!
                                                                                                                                                                                                                                        .....                  .....
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                                                                                                                                                                                                                                                                    I      I     1      100.0        19.UU      42.UU       5                 iD.UU                    4                     2
                                                                                                                                          225.0327          Humes Ct                                                   Lot 14                       88107126        1      1     1      140.0        12.00-     27.60       3                 100.00                   4                     2
                                                                                                                                          225.0409          14 Humes Rd                                                                             90193/02        1            1      260.0        40.(M      60.W        3                            ai,           2                     S

                                                                                                                                                                                                                                                                                                                                        U
                                                                                                                                                                                                                                                                                                                                                                                                                            ............
                                                                                                                                                                                                                .............. ....                                                                                                                                          . . . . . . . . . .
                                                                                                                       I011MMEM

                                                                                                                                          225.0317          Long Hill                                                  Lot    18--                  88/04112        1      1     1      600.0        120.GU     146.UU                        )U. UU                   4                     2
                                                                                                                                          225.0348          Long Hill Rd                                               Lot    17                    88112120        1      1     1      200.0        125.00     147.00      3                 10.00                    1&                    2

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         .@..Lot 15111260.0 12.00 21.00302
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ,
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                                                                                                                                                                                                                                                                                                                                                                                                                    APPENDIX B (cont.)

                                                                                                                                                            Piver Rd                                                     it 7                                                           80. 0          11,00    3-@. 00, 3
                                                                                                                                             2'@                                                                                                                                                                                  0,50          12.0,                   24
                                                                                                                                             -2@5, C.., N   River Rd                                                                                 86108/29                           200. 0         .15.00   .25,00       3                  12. 00
                                                                                                                                             =-17-71-0 -1.7 "s             @-a - -                                       20
                                                                                                                                                r           1 Rol I        ri, Fp,,,                                                       100.0     85/06 'M                           4 0. 0         30, @O                                   00
                                                                                                                                                                                                                                                                                                                             0
                                                                                                                                                n@*;.-!     @'rjl I ins    F,3r"r, rl'                                                               84 111!20                             0.          49@ 00                11
                                                                                                                                                                                                                                                                                               U

                                                                                                                                                     -      Rol            ms Fal". Or
                                                                                                                                             22 5. 'i 0' 714
                                                                                                                                                                                                                                                     84!10/24                    1      1700, 0        "0 00                 3                  15. Oct
                                                                                                                                                                                                                                           --20 Q.-  4 0311                             IM. 0          30. at)  60. @j       5
                                                                                                                                                                                                                                           j '   11                                                                                             10.
                                                                                                                                                            Rol            9;@n Dv
                                                                                                                                                jin-78                                                                                     120. U    86110126                                                                                                                                9
                                                                                                                                                            Rollins Farm      Dr                                                                                          1             1403. 0        40. M    5-                              010                                          -
                                                                                                                                                'V@
                                                                                                                                                            , oll;ns       F-lrxi                                                                                                                      85.00    IC13. GO     3                                                               12
                                                                                                                                                            R              . a.                                          Lot,.                       8-             -                                                                           75,00
                                                                                                                       ,2                    225@ 007?      Rollins        Fa-;@ f @r                                                      100.0     84/10/22       1     1      1      160. 0         30.00    50, 019      3                  20.00                   2 - /6               9
                                                                                                                                             225. 00?3      Rollimfarm        i'Dr                                                                                               1 :1   200, 0-*       iz.'
                                                                                                                       13                                                                                                                            ;841-
                                                                                                                                                                                                                                                       191.29
                                                                                                                                                                                                                                                                                                                MO
                                                                                                                                                                                                                                                                                                                             2
                                                                                                                                             225,0025       :::Rol! iris @Farr, Dr                                                         12b-o@.l                                            '41                           .3.         . ,
                                                                                                                                                                                                                                                                                                                                                2                                            3
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                                                                                                                       5                                                                                                                                                                                                                 .:::j
                                                                                                                                                                                                                                                            28:     1     .1.           240,0:                  5.00         -3.-                                       3
                                                                                                                       6                        W99         Roll ins- Farm    F"r                                                                    85109/26       1            1      200.0          70.00
                                                                                                                                                                                                                                                                                                                                                TOO                     4                    2
                                                                                                                       11                    2125. 0075     Rollins        Farm Dr                                                         120.0     841110!2i,     1            1      120. 0         25.00    45.00                           5.00                    2-1,                 2
                                                                                                                                             22111.0027     Rollins        Farp. `Dr-                                                            0   94/09110,      1                   IOU            35.00    63. M        3                  io. 00                                       2
                                                                                                                                                                                                                                                                                                       91 M.
                                                                                                                                                                                                                                                                                                                 I           :@                         2t              1-34
                                                                                                                                             225 T17        ::Rol lins:: Farm Rd                                                                                                                                                                20.9        GO
                                                                                                                                                                                                                                                                                                                                                                        2
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                                                                                                                       -2,                   2 5.0040       Rte 101                                                                        6M        85/01/2q                                                                                   25.00                   6-4                  2   M OR    6)
                                                                                                                       23                    225. 04 02 ,   Rte 101                                                                                  90/03/27       1            1      600.0          5.00     143.00       3                  2.75                    2                    2
                                                                                                                       24                    225,0242       Rte 101                                                                                  87/03/26       1     1      1      500.0          36.00    46.00        3                  1.00                    1-4                  2
                                                                                                                                                                                                                                                                                                       :@:45.1  25 00::
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                                                                                                                                                                                                                                                                                                                .44
                                                                                                                                             225.0383       Rte 101                                                                                  88109/U8       1     2      1      530.0          11.00    140.00       3    1  00         2On                                          2
                                                                                                                                             225.0236       Rte 101                                                                                  87/03/19       1     1      1      500.0          20.00    31.00        3                  10.00                   i-4                  2
                                                                                                                                             225.0041       Rte 101                                                                        8M        85/04/09       1     1      1      200.0          9.00     21.00        3                  20.00                   6                    2   CM:OB(6)=fill
                                                                                                                                 ----        22
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                                                                                                                       3                     :2
                                                                                                                       34                    225.0032       Rte 168                                                                        8G.U      84112121       4@           1      202.0          15.00    36.00        3    1.00          8-50                                         2
                                                                                                                                             225.0202       Rte 108                                                      25                          86110/09       1     1      1      105.0          10.00    20.00        3    0.50          9.'00  .10.00           2                    2
                                                                                                                                             225.0037       Rte 108                                                                                  84/11/02       1     2      1      160.0          40.00                 3    0.25          4.00                    1-4                  2

                                                                                                                       iia                   225.0216--     Russell        to                                            2                           8U10113        1     1      1      225.0          70.00    81.00        3    1.00          25.00                   124                  2
                                                                                                                                             225.0147       Russell        Dr                                            1                           e6107130       1     1      1      250.0          50.00    67.00        3    1;00          10.00   id@`,00         2-3                  2   YL
                                                                                                                                             225.0349       Russell        Rd                                                                        88/12108       1     1      1      140.0          50.00    63.00        3                  :30.00                  1                    2
                                                                                                                                                            ...... ..... ..

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                                                                                                                                                                                                                                                                                                       . . . . . . .. . . . . . . . . .
                                                                                                                                             ............. -- .......... . ....... ------------
                                                                                                                                             225.0055       Sandy Point Rd                                                                           85/05/28       1     1      1      120.0          9.00     21.00        3                  25.00                   2                    2
                                                                                                                                             225.0225       Sandy          Point Rd                                                                  87104/01       1     1      1      200.0          4.00     20.00        3                  6.00                    6                    2   CM:OB(6)=fill
                                                                                                                                             225.0096       'cnr Sandy Pt A     Depot  Rd                                                            85/10/29       1     1      1      500.0          15.00                 3                  -1.25                   2                    2

                                                                                                                                                                                                                                                                                                                                                                                                                            ..........
                                                                                                                            . . . . . . . . . .
                                                                                                                                                                           Farm Rd                                                                   8610112                                                                                                                                 2
                                                                                                                                             225 DIM                                                                                                          4           1      1      220.0          11.00    26.00        3                  7.00
                                                                                                                       63                    -225.0395      Smith          Farm Rd                                                                   89/12/12       1     1      1      122.0          22. GY   40.00        3    6.75          11.00                   3                    2
                                                                                                                                             225.0139       Smith          Farm Rd                                                                   86/01124       1     1      1      140.0          11 .00   27.00        3                  20.00                                        2

                                                                                                                                                                                                                                     N.
                                                                                                                                                                                      M6
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                                                                                                                                                                           .. U,                    . .                                              91.091. 1. is
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                                                                                                                                             225.0160       Stratham       Cir  Rte   108                                                            86/07/08       1     1      1      440.0          I1.W     25.UU        .5                 -b.UU
                                                                                                                                                                                                                                                                                                                                                                                             2
                                                                                                                                             225.0277       Stratham       Heights  Rd                                   Lot9                        87/07129       1     1      1      323.0          20-00    52-00        3    1.  00        50.00                   4                    2

                                                                                                                                                                                                                                                                                                                                                                                                                            APPENDIX            B    (cont.
                                                                                                                                                                                                                                                                                                                                  YT,-i

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                                                                                                                                                                                                                                                                                                        '0        21b OU     -.1 00                                                            YL
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                                                                                                                                                                                                                                                                                                       M          60. 00  ?1      1. rip,
                                                                                                                                                                                                                                                                                             0     55.            1-10    3       1. on        C,
                                                                                                                                        2 2 5. 0 42 8     S t r aham  'IT. t 5Rd
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                                                                                                                                                                                                                                                                                                                  40. 50                    10. 00
                                                                                                                                        22MI9@6:::;:      @.Stratham::Woods'::                                                                    '86.09 04      1                     66U., 0                    1 G 0. 005                30. 000
                                                                                                                                                                                                      ....... ...
                                                                                                                                                                                                                                                                                                                  21      3
                                                                                                                                                                                                                                         40@ 0    S4 N111                              00. 0
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                                                                                                                          .. ...... ..
                                                                                                                            ... .... .... ....
                                                                                                                            - .. .. . .... ...... . .                                                   .. .........
                                                                                                                                        225. 0930         Sweester    Farm                                                                        87105/2-0      i                     200.0,                                               Q. CIO
                                                                                                                                                                                                                                                                                                                                                                                           2
                                                                                                                                        225.0208          C, eetland  Way                                                                         861/01124      1
                                                                                                                                                          ,w                                                                                                                           2110.0      ? 8. 00'       90- 0-c-,1      2 GO      30.00                                          2
                                                                                                                                        225,0212          Sweetland   Way                                               7                         96!061,99                      1     205.0       4 5. On        @,C,            2. 00     M, CIO       S-.9j                             2
                                                                                                                   13                        M206.,                                                                                                                                                                                D
                                                                                                                                                                                                                        ... .. ... ..
                                                                                                                   14
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                                                                                                                                                                      . ..........
                                                                                                                                        225.0207          Sweetland   Way                                               2                                                              2555@0      1c, 8. 00      72,00   3       2.00      3,00       15.   U    N                        2
                                                                                                                                                                                                                                                                                                                                                                                           1   Y.
                                                                                                                   ,17                  225.0209          Sweetland   Way                                               4                         86/08/30       1      1              155.0       36.00          50. 001 11      2.00      24@00
                                                                                                                                        225.0122          Tall Pine   Or                                                4                         85/09/0-3      1                     120.0       30, GO         4 8. G: 71      0.117     8.00
                                                                                                                                                                                                                                                                                                                  40 DO:-
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                                                                                                                   zo
                                                                                                                                                                                                                                                                                                                                                                  2
                                                                                                                                                                                                                                                                                 V:.:  121         @:30.,Tj                                 5W
                                                                                                                                        225.0005          Tall   Pines     Or                                                                                                    1     120.0       20.00          .30.00  3       0.25      10.00      1O.M                                2
                                                                                                                                        225.0034          Tall   Pines Or                                                               100.0 84104/10           1      1        1     120.0       18.00          41.00   3       0.17      20.00      12. 00                              2
                                                                                                                                        225.0035          Tall   Pines Or                                                               120.0 84108/01           1      1        1     240.0       Mo             51.00   3       0.17      6.00                                           2

                                                                                                                      .. .. ............
                                                                                                                                                                                                                                                                                                                                                         4;
                                                                                                                                                                                                                                                                                                                                                       10 B       .1
                                                                                                                                                                                                                                                                                                                                                                                           2
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                                                                                                                                                                                                                                                                                                                  40: DO:       .0
                                                                                                                                                                                                                                                                                                                  2:00:   .3
                                                                                                                                                                                                                                                                                                                                                                                                                                               V.
                                                                                                                                                                                                                                                                                                                  J,00
                                                                                                                                        225.0165          Tidewater   Devel                                             7                         86106/12       1      1        1     140.0       15.00          20.00   3                 20.00                 3                        2
                                                                                                                                        225.0164          Tidewater   Devel                                             17                        86/06111       1      1        1     100.0       3.00           25.00   3                 15.00                 3                        2
                                                                                                                                        225,0163          Tidewater   Devel                                             8                         86/06111       1      1        1     80.0'       3.00           25.00   .3                50.00                 3                        2
                                                                                                                                                                                                               .. .... ........
                                                                                                                                                                                                                                                            7
                                                                                                                                                                                                                                                                                 1     .2
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                                                                                                                   23
                                                                                                                   @4                        .006         Tidewater   Farms Subdiv                                      Lot 13                    92104115       1      1        1     220.0       25.00          51.00   3       0.50      20.00                                          2
                                                                                                                                        225.0203          Tidewater   Rd                                                2                         86/12/10       1      1        1     140.0       12.00          21.00   3                 8,00                  4                        2
                                                                                                                   36.                  225.0289          Tidewater   Rd                                                1                40.0     96/12/14       1      1        1     202.0       15.00          20.00   3       0.75      7.00                  1                        2
                                                                                                                     ..... ......

                                                                                                                                                                                                                                                                                                                                                                                                             y'-
                                                                                                                                                                                                                                                                                                                                                                               ............
                                                                                                                                                                                                                                                                                                                                                                               ..........
                                                                                                                                                                                                                                            ....                                                                  ...                                                          ............
                                                                                                                                                                                                                                                                                                                                                                               ...........
                                                                                                                                                                                                                                                                                                                  I                                                                     . ....       .. .....
                                                                                                                                                                                                                                                                                                                                                                               .............

                                                                                                                                                                                                             ................-
                                                                                                                                                                                                                                                                                                                                                                  24
                                                                                                                                        225.0441          Tidewater Rd                                                  Lot 26                    92196/25       1      1        1     300.0       30.00          51.00   3       0.50.     5.00                                           2
                                                                                                                                        225.0134          Tidewater   Rd-                                               6                         86103114       1      1        1     140.0       10.00          20.00   3                 9.0'0                 2                        2
                                                                                                                                        225.0166          Tidewater   Rd
                                                                                                                                                                                                                        9                         86/06/16       1      1        1     100.0       9.00           21.00   3                 25.00                 2                        2
                                                                                                                                                                                   %
                                                                                                                                                                                                                                                                                             ME       M           *io
                                                                                                                                                                                                                                                                                 101%rg@:@Mft
                                                                                                                                                                                           MI.-
                                                                                                                                                                      .................. ........
                                                                                                                                                                                                                                                                                               IN
                                                                                                                                                             4W            d. -11  W@                                       . .                      %                             @                              . J,    @   ,        :@i.    ..
                                                                                                                                                                           . ..,    -M      "                           ,  - .                      t    .    *, ...     ..., M
                                                                                                                                                                                                                                                     . q
                                                                                                                                                                                                                                                                                                   t@ .           W
                                                                                                                                                                                                                                                                                 M.

                                                                                                                                  ............
                                                                                                                                             .0376        off Union   Rd                                                                          89108/15       1      1        1     420.0       55.00          84.00   3                 100.00                14                       2 Mwell #2        on lot
                                                                                                                                        225.0377          off Union   Rd                                                                          89108111       1      1        1     600.0       60.00          80.00   3                 75.00                 14                       2   Mwell #1      on lot
                                                                                                                                        225.0152          Union Rd                                   6.                 37,@                      86107/19       1      1        1     200.0       15.00          41.00   3       1.00      12.00                 2                        2   YL
                                                                                                                                                                                                                                                                                                       )0:gg:
                                                                                                                                                                      gr-

                                                                                                                                        225.M             Walnut Ave                                                    Lot 3                     89/06/16       1      1        1     200.0       34.00          63.00   3                 8.00                  1-2                      2
                                                                                                                                        225.0371          Walnut      Ave                                               Lot 4                     89107/07       1      1        1     140.0       35.00'         67.00   3                 20.00                 14                       2
                                                                                                                                        225.0268          Walter      Way                                               Lot 4                     87109114       1      1        1     100.0       30.00          42.00   3                 20.00                 2                        2

                                                                                                                                                                                                                                                                                                                                                            0

                                                                                                                                                                                                                                                                                                                                                                                                                                                               . . . . . . . . . .
                                                                                                                                        225.0276          Wedgewood Dr                                                                     -87/08/21             1      1        1     102.0-      38.00          46.00   3       1.00      10.                   1                        2
                                                                                                                                        225.0389          Wedgewood Or                                                  Lot1                      89/10/24       1      1        1     160.0       22.00          40.00   3                 12.00                 1                        2

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 APPENDIX B (cont.)

                                                                                                                                                                                                                                                                                                                                                                                                                                                       -- -------------                                          ------                                                                                                                                                                                                                                                                                                                                                                                                           --------

                                                                                                                                                                                                                                                                                                                  22c
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1        YL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  M                                .24 :M..
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   -20 00                 2
                                                                                                                                                                                                                                                                                                                  2 2 5                                                                                                                                                                                   -Ldt'
                                                                                                                                                                                                                                                                                                                                                                      wood            Rd                                                                                                                  otI                                                   ./!U9/04                          1              1                                                                 TIM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          :)t4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           20.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                91.10 7 12 0                      1              1              1                 '200. 0                          69 C-01                S'. 1 0                1
                                                                                                                                                                                                                                                                                                                  "5. Oi 5-8                            Wiggins carf@                                                                                                                                                                                           1116107/09                        1              i                                                                 Pno                    -n Ocj                 3                                         27.00                        1                                                                                    C"":
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           22,50
                                                                                                                                                                                                                                                                                                                  225. 0374-                            Wilkins                N-                                                                                                                                                                               991,09/07                         1              i                                             01                  6MO                    85.00                                                               .00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   W                      -2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 U,
                                                                                                                                                                                                                                                                                                                  22 5, O@.7q:@                         :wil-                                                                                                                                                                                                                                                                                                                                                Ul
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        G
                                                                                                                                                                                                                                                                         -10                                      1,25. 0392.                           W! 1 1 iams                Cir                                                                                                                                                                          901011-10                         1              1                                220.0                            .20.00                 1,16.00                                                          30.00                                                                                                    2
                                                                                                                                                                                                                                                                                                                  225.0378                              Willow Brool,                                                                                                                                                                                           11119108116                       i                                               U, -                             37.00                  11 1 . 1"'110          3                                         5.00                                                                                                     2
                                                                                                                                                                                                                                                                                                                  225.0136                              Willow               Brook,           Ave                                                                                                         1                                                     86/04104                          1              1              1                 1 On.. C                         20.011                 4 51210                3,                                        i5.00
                                                                                                                                                                                                                                                                                                                                                                                              Rd
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           2

                                                                                                                                                                                                                                                                         16                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           . .....
                                                                                                                                                                                                                                                                                                                  225        M53                        off Willowbrook Rd                                                                                                                                Lot VIJ'                                              88110121                          1              1              1                 160,0                            20.00                  40,00                  3                                         30.00                                                                                                    2
                                                                                                                                                                                                                                                                         17                                       22'5.0354                             Willowbrook Rd                                                                                                                                                                                          89/01/03                          1              i              1                 2000.0                           10.00-                 21.00                  3                                         8.00
                                                                                                                                                                                                                                                                                                                  225.Mll                               Winding Brook                                                                                                                                     6                                                     86/07111                                                                                                                                                                        MO                         5.00                                                                                                     2        Y:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ::i*ZU Do              0 DO         -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2        i@YL
                                                                                                                                                                                                                                                                         jig
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ::::282 0                                                                                                                          5M
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      98 28,
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2
                                                                                                                                                                                                                                                                                                                                            .............
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ::@::i:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             :YL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             .9n
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .41
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ..........
                                                                                                                                                                                                                                                                                                                  225.0059                              W@n-ding                 Brook                 Dr                                                                                                                          M. 0                         85104/16                          1              1              1                 340.0                            65.00                  75.00                  3                                         50.00                                           4                                                        2
                                                                                                                                                                                                                                                                         ;b                                       225.0057                              Winding Brook                                  Dr                                                                                                                                  60.0                 84/11/20                          1              1              1                 140.0                            15.00                  21.00                  3                                         5.00                                            1
                                                                                                                                                                                                                                                                         4                                        225.0060                              Winding Brook                                  Dr                                                                                                                                   40.0                84/11/20                          1              1              1                 -20.0                            8.00                   21.00                  3                                         8.00                                            2
                                                                                                                                                                                                                                                                         .. ........                                                                       . ........ ...... ... ........
                                                                                                                                                                                                                                                                                                                                                               4                     ft
                                                                                                                                                                                                                                                                                                                                                                   1. M1,11                            r
                                                                                                                                                                                                                                                                                                                  2                                                   T
                                                                                                                                                                                                                                                                         ..............
                                                                                                                                                                                                                                                                                                                           . . . . ... . . . . .. ..
                                                                                                                                                                                                                                                                                       ....... .......
                                                                                                                                                                                                                                                                                                           _R 22
                                                                                                                                                                                                                                                                         27
                                                                                                                                                                                                                                                                         2 3                                      225.0440                              Winding Brook                                  Rd                                                                                                 Lot 16                                                92/05113                          1              1              1                 282.0                            68.00                  80.00                  3              0.80                       3.00                                            4                                                        2
                                                                                                                                                                                                                                                                                                                  225.0293                              17 Winnicut Rd                                                                                                                                                                                          87111/03                          1              1              1                 140.0                            25.00                  41.00                  3                                         a 00                                            12                                                       2
                                                                                                                                                                                                                                                                                                                  225.0278                              off Winnicut Rd                                                                                                                                   Lot 6                                                 87/08/29                          1              1              1                 225.0                            40.00*                 53r 00                 3              1.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           4.00                   @7.00                    34                                                       2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  -:4.(                                       X.@:;41
                                                                                                                                                                                                                                                                                                                  -22                                                                                                                                                                                                                                                                                                                                                                                                                                 00

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ..... .....

                                                                                                                                                                                                                                                                                                                                                                                                               .. .......
                                                                                                                                                                                                                                                                                                                                                                                                               .. .......
                                                                                                                                                                                                                                                                                                                                                                                                               .. .......
                                                                                                                                                                                                                                                                                                                                                                                                               .. .......
                                                                                                                                                                                                                                                                                                                                                                                                               .. .......
                                                                                                                                                                                                                                                                                                                                                                                                       .......             ...
                                                                                                                                                                                                                                                                         ,3
                                                                                                                                                                                                                                                                                                                                                                                                                                            ..........
                                                                                                                                                                                                                                                                                                                                            .......                                                                             ..
                                                                                                                                                                                                                                                                                                                                            . . . . ......
                                                                                                                                                                                                                                                                                                                  225.0267                              Winnicut Rd                                                                                                                                                                                             87108/12                          1              1              1                 320.0                            62.00                  84.00                  3                                         20.00                                                                                                    2
                                                                                                                                                                                                                                                                                                                  225.0141                              Winnicutt Rd                                                                                                                                      1                                                     86/01/23                          1              1              1                 360.0                            14.00                  26.00                  3                                         30.00                                                                                                    2
                                                                                                                                                                                                                                                                                                                  225.0131                              Winnicutt Rd                                                                                                                                      14                                                    86104/19                          1              1              1                 140.0                            18.00                  60.00                  3                                         30.00                                           2                                                        2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   g, 0_0,                                                                                 6. MW                                           .14;
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ........ .. .

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  . . . . . . . . . . . . . I . I I .... I . . .. .........
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ... ..... .. .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ............ .

                                                                                                                                                                                                                                                                                                                  225.0140                              Winnicutt Rd                                                                                                                                      2                                                     864fll/23                         1              1              1                 360.0                            14.00                  26.00                  3                                         60. 00                                          4                                                        2
                                                                                                                                                                                                                                                                                                                  225.0197                                                                                                                              .16                                               31                                                    96108104                          1              1              1                 322.0                            30.00                  82.00                  3              1.00                       2-to
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           3                                                        2        YL
                                                                                                                                                                                                                                                                                                                  225.0149                                                                                                                                                                                34                                                    86107/09                          1              1              1                 300.0                            20.00                  30.00                  3              1.0.0                      5.00                                            1                                                        2        YL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          g
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         @ @'AQ
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Mr
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            x;::x
                                                                                                                                                                                                                                                                                                                                                                                     MIMI
                                                                                                                                                                                                                                                                                                                                                                                                                             gloom,

                                                                                                                                                                                                                                                                                                                                                                                                                                                                              g.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .@g ;'.'@x              ma;@
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              ......... .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   "."x                                   ff **? -'X+               . .              . . .      @' - r.,
                                                                                                                                                                                                                                                                                                                                                                                                                                   Mi                                                                     Z- - ----------

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Nx@

                                                                                                                                                                                                                                                                         i6                                                                                                                                                                  n.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      00

                                                                                   APPENDIX,,C

                                     COMPUTER CODES FOR PESTICIDE USAGE REPORTS

            The following are codes for the TYPE of pesticide:

                 F = Fungicide         I = Insecticide           *NOTE: OIL has been
                                                                 recorded in gallons.
                 H = Herbicide         M = Miscellaneous

            The following are codes for the CROP:

                 A  = Apples                                         PND = Pond
                AF  = Alfalfa                                        POT = Potatoes
               AFB  = AirForce Base                                   PU = Pumpkins
               AIR  = Airport                                          R = Raspberries
                AW  = Aquatic Weeds                                    S = Strawberries
                 B  = Blueberries                                 SILAGE = Silage Corn
               BEE  = Beekeeper                                      SCH = School .
               BLK  = Blackberries                                    SF = Small Fruit
                 C  = Corn (Sweet)                                   SOD = SOD
               CEM  = Cemetery                                        SQ = Squash
              CEXT  = Cooperative Extension                            T = Tomatoes
                CG  = Campground                                      TF = Tree Fruit
                CH  = Cherries                                         V = Vegetables
              CRAN =  Cranberries                                     WP = Wood Preserving
                CT  = Christmas Trees
               EST  = Estate
                EX  = Extraneous Control
                .,,F= Fruit
                FO  = Forage
            FOREST  = Forest and Timber
                FW  = Flowers
                 G  = Grapes
                GC  = Golf Course
                GH  = Greenhouse
            GOURDS  = Gourds
               GOV =  Government
                 H  = Herbs
               HOS  = Hospital
               INT  = Interior Foliar
                 L  = Lumber & Hardwood
              LAWN  = Lawn Care
              LIVE  = Livestock
                 M  = Mosquito Control
                MB  = Mixed Berries
               MUN  = Municipal
                 N =  Nursery
                NC  = Non-crop
                 0  = Ornamentals
                 P  = Pears
                PE  = Peaches
              PEST  = Pest Control
                PH  = Poultry House
                PK  = Park
                PL  = Plums

                                              PESTICIDE USAGE REPORT             APPENDIX C (cont.)

                                                    10/20/92

              CODENO. : 2694 - Winnicut Road              TOWN: STRATHAM
              FOR YEARS: 76 - 77                          CROP: SILAGE           ACRES: 40.0

                       PESTICIDE USED                        TYPE                 AMOUNT (LBS)

              ---------------------------------              ----                 ------------
              ALACHLOR                                        H
                                                                                      124.0

              ATRAZINE                                        H
                                                                                      124.0

              DIPHACINONE                                     M
                                                                                       12.0

                                              PESTICIDE USAGE REPORT              APPENDIX C (cont.)

                                                     10/19/92

             CODENO.: 1087      Bunker Hill Avenue         TOWN: STRATHAM
             FOR YEARS: 77-84,86-89                        CROP: A/F/TF             ACRES: 1.5

                       PESTICIDE USED                         TYPE                  AMOUNT (LBS)

             ----------------------------------               ----                  ------------
             BENOMYL                                           F                          1.3

             CAPTAN                                            F
                                                                                          7.9
             CARBARYL                                          1                          0.8

             PHOSMET                                           I
                                                                                          7.7

                                              PESTICIDE USAGE REPORT               APPENDIX C (cont.)

                                                     10/19/92
              CODENO.: 1499 -  Squamscott Road             TOWN: STRATHAM
              FOR YEARS: 82,83,86-88                      CROP: A/B                ACRES: 2.0

                       PESTICIDE USED                        TYPE                  AMOUNT (LBS)

              ----------------------------------              ----                 ------------
              CAPTAN                                           F                         0.9
              CARBARYL                                         1                         0.4

              GLYPHOSATE                                       H
                                                                                         13.1

              MALATHION                                        I
                                                                                         0.6

              METHIOCARB                                       I
                                                                                         0.7

              PARAQUAT                                         H
                                                                                         0.6

                                                  PESTICIDE USAGE REPORT                        APPENDIX C (cont..

                                                         10/19/92

              CODENO.: 1656 - Portsmouth Avenue                TOWN: STRATHAM
              FOR YEARS: 80-91                                 CROP: B/F/FW/R               ACRES: 2.0

                        PESTICIDE USED                            TYPE                    AMOUNT (LBS)

              ----------------------------------                  ----                    ------------
              BENOMYL                                               F                           17.6

              CAPTAN                                                F
                                                                                                11.1
              CARBARYL                                              1                            9.0

              DICHLOBENIL                                           H
                                                                                                 1.6

              DISULFOTON                                            I
              MALATHION                                                                          0.9
              METHIOCARB                                                                        62.3
                                                                                                 8.1

              TRIFORINE                                             F
                                                                                                 6.9

                                                 PESTICIDE USAGE REPORT                  APPENDIX C (cont.)l
                                                       10/19/92

               CODENO.: 1770 - Bunker Hill Avenue            TOWN: STRATHAM
               FOR YEARS: 65-67,69-83 & 86                   CROP: C/POT/S/V           ACRES: 138.0

                        PESTICIDE USED                          TYPE                   AMOUNT (LBS)

               ----------------------------------                ----                  -----------
               2,4-D                                              H                        202.0

               ALACHLOR                                           H
                                                                                           300.0

               ALDICARB                                           I
                                                                                           443.3

               ATRAZINE                                           H
                                                                                           798.0

               AZINPHOS-METHYL                                    I
               BACILLUS THUR-TNGIENSIS                            1                        335.0
               BENEFIN                                            H                        234.2
                                                                                               1.0

               BUTYLATE                                           H
                                                                                             30.0
               CAPTAN                                             F                          27.5
               CARBARYL                                           1                        3652.5
               CARBOFURAN                                         1                          15.0

               CHLORDIMEFORM                                      I
                                                                                              8.8

               CHLOROBROMURON                                     H
                                                                                             50.0

               CHLOROTHAL                                         H
                                                                                               9.0

               CHLOROXURON                                        H
                                                                                             18.0

               CHLORPROPHAM                                       H
                                                                                             77.0

               CYANAZINE                                          H
                                                                                             32.0

                                                PESTICIDE USAGE REPORT                 APPENDIX C (cont.)

                                                       10/19/92

              CODENO.: 1770 - Bunker Hill Avenue             TOWN: STRATHAM
              FOR YEARS: 65-67,69-83 & 86                    CROP: C/POT/S/V           ACRES: 138.0

                       PESTICIDE USED                           TYPE                   AMOUNT (LBS)

              ----------------------------------                ----                   ------------
              DIAZINON                                           1                         208.0

              DINOSEB                                            H
                                                                                          1820.0
              DIPHENAMID                                         H                          50.0

              DIQUAT                                             H
                                                                                              5.0

              ENDOSULFAN                                         I
              EPTC                                               H                        2913.5
                                                                                          1465.0

              FENVALERATE                                        I
                                                                                            17.5

              GLYPHOSATE                                         H
                                                                                            45.0
              LINURON                                            H                            6.0
              MALEIC HYDRAZIDE                                   m                         315.0

              MANCOZEB                                           F
                                                                                          1491.3
              MANEB                                              F                        4515.5

              METHAMIDOPHOS                                      I
                                                                                           116.0

              .METHIOCARB                                        I
              METHOMYL                                           1                         230.5
                                                                                           165.6

              METHYL PARATHION                                   I
                                                                                           270.0

              METOBROMURON                                       H
                                                                                            40.0

                                                 PESTICIDE USAGE REPORT                    APPENDIX C (cont.

                                                        10/19/92

               CODENO.: 1770 - Bunker Hill Avenue             TOWN: STRATHAM
               FOR YEARS: 65-67,69-83 & 86                    CROP: C/POT/S/V           ACRES: 138.0

                        PESTICIDE USED                           TYPE                   AMOUNT (LBS)

               ----------------------------------                ----                   ------------
               METRIBUZIN                                         H                           33.5

               NAPROPAMIDE                                        H
                                                                                               19.0

               PHENMEDIPHAM                                       H
                                                                                               4.5

               PIRIMICARB                                         I
                                                                                               5.0

               PYRAZON                                            H
                                                                                               5.0

               TERBACIL                                           H
               TETRACHLORVINPHOS                                  1                            0.3
                                                                                               15.8

               TRIFLURALIN                                        H
                                                                                              138.0

                                              PESTICIDE USAGE REPORT               APPENDIX C (cont.)

                                                    10/19/92

             CODENO. : 1869 - Squamscott Road, College Rd-TOWN: STRATHAM
             FOR YEARS: 76-90                             CROP: C/FO/SIIAGE         ACRES: 210.0

                      PESTICIDE USED                         TYPE                 AMOUNT (LBS)

             -----------------------------------                                  ------------
             2,4-D                                            H                       231.0

             ALACHLOR                                         H
                                                                                      887.0
             ATRAZINE                                         H                       674.7

             BUTYLATE                                         H
                                                                                        11.7

             CYANAZINE                                        H
             DICAMBA                                          H                       358.0
             EPTC                                             H                         33.0
                                                                                      101.5

             GLYPHOSATE                                       H
                                                                                      242.2

             MET OLACHLOR                                     H
                                                                                      359.3

             PENDIMETHALIN                                    H
                                                                                        82.0

                                                 PESTICIDE USAGE REPORT              APPENDIX C (cont.)

                                                        10/19/92

               CODENO.: 1884 - Portsmouth Avenue              TOWN: STRATHAM
               FOR YEARS: 84-90                               CROP: B/C/EX/F/POT/R/SQ/T/V      ACRES: 23.0

                        PESTICIDE USED                           TYPE                   AMOUNT (LBS)

               ---------------------- - ------- - --                                    ------------
               2,4-D                                               H                           0.4
               ATRAZINE                                            H                          129.1

               BACILLUS THURINGIENSIS                              I
                                                                                             3.E-2 = o. 03

               BENOMYL                                             F
                                                                                               1.0

               BENSULIDE                                           H
                                                                                              13.4

               CAPTAN                                              F
                                                                                               7.4

               CARBARYL                                            I
                                                                                               0.8

               CHLOROTHAL                                          H
                                                                                              28.9
               CHLOROTHALONIL                                      F                          23.0
               CHLOROXURON                                         H                          16.0
               DIAZINON                                            1                          11.9

               DINOSEB                                             H
                                                                                               7.5

               ENDOSULFAN                                          I
                                                                                               2.4

               EPTC                                                H
                                                                                               1.9

               ESFENVALERATE                                       I
                                                                                               3.6

               GLYPHOSATE                                          H
                                                                                               7.9

               METALAXYL                                           F
                                                                                               0.4

                                              PESTICIDE USAGE REPORT             APPENDIX C (cont.)
                                                     10/19/92

             CODENO.: 1884 - Portsmouth Avenue             TOWN: STRATHAM
             FOR YEARS: 84-90                              CROP: B/C/EX/F/POT/R/SQ/T/V    ACRES: 23.0

                      PESTICIDE USED                          TYPE                 AMOUNT (LBS)

             -------- - ----------- - ----- - -- --
             METHIOCARB                                        1                          3.0
             METHOMYL                                          1                          50.5
             METHOXYCHLOR                                      1,                         17.3

             METHYL PARATHION                                  I
                                                                                          64.0

             METOLACHLOR                                       H
             NAPTALAM                                          H                         203.3
             PERMETHRIN                                        1                          2.8
                                                                                          3.2

             SIMAZINE                                          H
                                                                                          0.8

             TRIFLURALIN                                       H
                                                                                          2.3

                                                PESTICIDE USAGE REPORT              APPENDIX C (cont.)

                                                       10/19/92

              CODENO.: 1958 - High Street                    TOWN: CONWAY, GREENFIELD/STRATHAM
              FOR YEARS: 66-85, 91                           CROP: A/F/TF            ACRES: 200.0

                        PESTICIDE USED                          TYPE                  AMOUNT (LBS)

              ---------------------------------                 ----                   --------
              ,7,4-D                                             H                          18.0

              ALACHLOR                                           H
                                                                                           170.0

              AMS                                                H
                                                                                           830.0

              ATRAZINE                                           H
                                                                                            44.0

              AZINPHOS-METHYL                                    I
                                                                                           4129.0

              BACILLUS THURINGIENSIS                             I
              BENOMYL                                            F                          38.0
                                                                                           267.6

              BENTAZON                                           H
                                                                                              4.0
              BINAPACRYL                                         F                         328.0
              BUTYLATE                                           H                         201.0
              CAPTAN                                             F                         5030.0

              CARBARYL
                                                                                           1030.0

              CARBOFURAN
                                                                                              8.0

              CDEC                                               H
                                                                                              4.0

              CHLORDANE                                          I
                                                                                            16.0

              CHLORDIMEFORM                                      I
                                                                                            38.4

              CHLOROPROPYLATE                                    I
                                                                                            80.0

                                                PESTICIDE USAGE REPORT                    APPENDIX C (cont.)

                                                      10/19/92

              CODENO.: 1958 - High Street                   TOWN: CONWAY, GREENFIELD/STRATHAM
              FOR YEARS: 66-85, 91                          CROP: A/F/TF             ACRES: 200.0

                       PESTICIDE USED                           TYPE                  AMOUNT (LBS)

              --- - ------------------ - ----- - --             ----                  ------------
              CHLOROTHAL                                         H                        236.3

              CHLOROXURON                                        H
                                                                                            12.0
              CYANAZINE                                          H                        275.2

              CYHEXATIN                                          I
                                                                                          300.0

              DAMINOZIDE                                         M
              DDT                                                1                        710.9
                                                                                          450.0

              DEMETON                                            I
                                                                                          353.3

              DICHLONE                                           F
                                                                                          350.7

              DiCOFOL                                            I
                                                                                          180.0
              DIELDRIN                                                                    222.5

              DINOSEB                                            H
                                                                                          795.0
              DIPHACINONE                                        M                        118.0

              DODINE                                             F
                                                                                          1937.7

              ENDOSULFAN                                         I
              ETHEPHON                                           M                        266.0
                                                                                             1.0

              ETHION                                             I
                                                                                            33.5

              FENVALERATE                                        I
                                                                                             0.3

                                                 PESTICIDE USAGE REPORT
                                                                                         APPENDIX C (contl
                                                       10/19/92

              CODENO.: 1958 - High Street                     TOWN: CONWAY, GREENFIELD/STRATHAM
              FOR YEARS: 66-85, 91                           CROP: A/F/TF             ACRES: 200.0

                        PESTICIDE USED                           TYPE                  AMOUNT (LBS)

              - - ---------------------------- - --              ----                  -------- ---
              FERBAM                                              F                        2798.3

              GLYPHOSATE                                          H
                                                                                             20.0

              LEAD ARSENATE                                       I
                                                                                            870.0

              MANEB                                               F
                                                                                           5037.2

              METHIOCARB                                          I
                                                                                               6.0

              METHOMYL                                            I
              METHYL PARATHION                                    1                         109.3
                                                                                            368.8

              METOLACHLOR                                         H
                                                                                            222.4
              NAPROPAMIDE                                         H                          28.0
              OIL                                                 1                        2625.0
              OXAMYL                                              1                          60.0

              PARAQUAT                                            H
                                                                                             18.0

              PERMETHRIN                                          I
                                                                                             25.6

              PHOSALONE                                           I
                                                                                            148.1

              PHOSMET                                             I
                                                                                           3195.0

              PHOSPHAMIDON                                        I
                                                                                             24.0

              PROMALIN                                            M
                                                                                               0.5

                                             PESTICIDE USAGE REPORT             APPENDIX C (cont.)

                                                    10/19/92

              CODENO.: 1958 - High Street                TOWN: CONWAY, GREENFIELD/STRATRAM
              FOR YEARS: 66-85, 91                       CROP: A/F/TF           ACRES: 200.0

                      PESTICIDE USED                        TYPE                 AMOUNT (LBS)

              ------------------ - - ---------- --          ----
              PROPARGITE                                     1                        360.0

              SIMAZINE                                       H
                                                                                       36.0

              SULFUR                                         F
                                                                                     4301.3

              TERBACIL                                       H
                                                                                        1.6

              TETRACHLORVINPHOS                              I
              TETRADIFON                                     1                         90.0
                                                                                       75.0

              VORLEX                                         M
                                                                                      600.0

              ZINC PHOSPHIDE                                 M
                                                                                       12.0

              ZINEB                                          F
                                                                                       90.0

                                                PESTICIDE USAGE REPORT                APPENDIX C (cont.)

                                                      10/19/92

              CODENO.: 2264 - Bunker Hill Avenue            TOWN: STRATHAM
              FOR YEARS: 87 & 90                            CROP: A                  ACRES: 8.0

                        PESTICIDE USED                          TYPE                  AMOUNT (LBS)

              --- - - ------------------------ - --             ----                  --- - -------

              CAPTAN                                             F
                                                                                           296.0
              CARBARYL                                           1                          33.0

              DODINE                                             F
                                                                                            35.8

              METHOMYL                                           I
                                                                                             7.2

              PHOSMET                                            I
                                                                                           130.0

                                              PESTICIDE USAGE REPORT
                                                                               APPENDIX C (cont.)
                                                    10/19/92

             CODENO.: 2819 - Frying Pan Lanw              TOWN: STRATHAM
             FOR YEARS: 75,76,78,81,82 & 90               CROP: SILAGE            ACRES: 75.0

                      PESTICIDE USED                         TYPE                 AMOUNT (LBS)

             ----------------------------------              ----                 ------------
             ALACHLOR,                                        H                       376.0

             ATRAZINE                                         H
                                                                                      420.1

             METOLACHLOR                                      H
                                                                                       89.9

                                                 PESTICIDE USAGE REPORT                  APPENDIX C (cont.)
                                                        10/20/92

               CODENO.: 2825    Depot Road                    TOWN: STRATHAM
               FOR YEARS: 76    83                            CROP: A/B/C/TF/V         ACRES: 5.0

                        PESTICIDE USED                           TYPE                   AMOUNT (LBS)

               ---------------------- - ------- - --             ----                   --------
               2,4,5-T                                            H
                                                                                              4.0

               2,4-D                                              H
                                                                                              8.0.

               AZINPHOS-METHYL                                    I
                                                                                              0.1

               BENOMYL                                            F
                                                                                              1.3

               CAPTAFOL                                           F
               CAFTAN                                             F                           57.4
                                                                                              4.3

               CARBARYL                                           I
                                                                                              4.0
               CHLORDANE                                          1                         3. E-2= 0  3
               DIKAR                                              F                           4.2

               ENDOSULFAN                                         I
                                                                                              0.1

               ETHYLAN                                            I
                                                                                              0.1

               FERBAM                                             F
                                                                                              4.4

               GLYODIN                                            F
                                                                                              1.2

               GLYPHOSATE                                         H
                                                                                              6.5

               MALATHION                                          I
                                                                                              6.6

               MANEB                                              F
                                                                                              1.0
               METHIOCARB                                         1                           16.7

                                                 PESTICIDE USAGE REPORT                     APPENDIX C (cont.)

                                                        10/20/92

              CODENO.: 2825 - Depot Road                      TOWN: STRATHAM
              FOR YEARS: 76 - 83                              CROP: A/B/C/TF/V         ACRES: 5.0

                        PESTICIDE USED                           TYPE                   MOUNT (LBS)

              ------------------- - ------- - - - --                                    -------- - --
              METHOXYCHLOR.                                       1                            14.6

              OIL                                                 I
                                                                                               0.5

              PHOSALONE                                           I
                                                                                               0.5

              PHOSMET                                             I
              PROMALIN                                            m                            0.9
                                                                                            l.E-2;.- o.o i

              SIMAZINE                                            H
                                                                                               0.8
              TRIFORINE                                           F                            4.0
              ZINEB                                               F                            1.7

                                                      APPY21DIX D

                                           FACILITIES REGULATED   UNDER SARA

           Establishment       Stratham            Type of              Volume              Noted Physical
           Name                Location            Hazardous            Generated           and Health
                                                   Materials                                Hazards

           Fiberglass          Marin Way -         1) acetone -         1) 14,493  lbs.     all three are
           Plus, Inc.          Stratham            non-point air        per year            fire reactive
           (site no longer     Industrial Park     emission,            2) 13,899  lbs.
           active)                                 2) styrene -         per year
                                                   non-point air        3) 4,633 lbB.
                                                   emission,            per year
                                                   3) styrene -
                                                   stack point air
                                                   emission

           Charter Gas         9 Portsmouth        gasoline             three 10,000        fire reactive
                               Avenue                                   gallon gas          and toxic
                                                                        tanks

           Hewlett-Packard     Marin Way -         freon, thinner       less than 250       all are fire
           Inc.                Stratham            425, and flux        gallons per         reactive
                               Industrial Park     855                  month

                                                STATE OF NEW HAMPSHIRE DEPARTMENT OF        ENVIRONMENTAL SERVICES          APPENDIX D (cont.)
                                                                     RCRA GENERATOR LISTING

                                   Inventory for the town of: STRATHAM

                                                          Generated August 11, 1992         at 3:47 PM

                                            Generator Name                Street Location              Type

                                   ANT      REPAIR CO                    23 PORTSMOUTH AVE                P

                                   AUTO OUSE OF EXETER                 PORTSMOUTH AVE                   P
                                   AUT0USE OF EXETER                PORTSMOUTH AVE                   S

                                   BELL FLYNN INC                     69 BUNKER HILL   AVE             P

                                   BERNSTEIN LAWRENCE                     BROOKSIDE DR                     p

                                   CHARTER MARKETING CO                 13 PORTSMOUTH AVE                P

                                            CIRCLE K                            13 PORTSMOUT AVE                 P
                                   COATING SYSTEMS INC                 STRAIGHT HIGHWAY   SHED          p

                                   DEAD AND RIVER OIL CO                  313 PORTSMOUTH AVE               P

                                   DOWN EAST ENERGY                      39 PORTSMOUTH AVE               P
                                   DOWN EAST ENERGY                 39 PORTSMOUTH AVE                P

                                   DOWN  EAST ENERGY    INC              39 PORTSMOUTH AVE
                                   FIBERGLASS PLUS INC                 STRATHAM IND PK                  D
                                   FIBERGLASS PLUS INC                  STRATHAM IND PK                  p

                                               EAGLE                     ROUTE 101                        0

                                    GOFF LINCOLN MERCURY               PORTSMOUTH AVE                   P

                                   GOFF LINCOLN MERCURY      ISUZU INC    RT 101 PORTSMOUTH AVE            0

                                            A & SONS INC                 HEIGHTS & WALNUT AVE             P

                                   HONDA 3ARN                            34 PORTSMOUTHST                  S

                                   MACMILLIN CO                        1 GIFORD FARM RD                 p

                                   NH VOC TECH COLLEGE                  277 STRATHAM                     P

                                   NH VOCATIONAL TECHNICAL   SCHOOL   227 R PORTSMOUTH AVE.           D

                                   NORHAHDEAU ASSOCIATES INC           13 PORTSMOUTH AVE                P

                                                                         Page Number:       1

                                         STATE OF NEW HAMPSHIRE DEPARTMENT OF ENVIRONMENTAL SERVICES            APPENDIX D (con
                                                            RCRA GENERATOR LISTING

                              Inventory for the town of: STRATHAM

                                      Generator Name                 Street Location        Type

                              ROCKINGHAM COUNTY NEWSPAPERS      7 PORTSMOUTH AVE             D
                              ROCKINGHAM COUNTY NEWSPAPERS      7 PORTSMOUTH AVE             P

                              SKILLED AUTO SERVICE              29 PORTSMOUTH AVE            S

                              SLEEPERS REPAIR SERVICE           36 WINNICUT RD               D

                              SLEEPERS REPAIR SVC               36 WINNACUNENT RD            P

                              SQUAMSCOTT PRESS                  62 PORTSMOUTH AVE            P

                              STRATHAM EURO CLEANERS            27 PORTSMOUTH AVE            D
                              STRATHAM EURO CLEANERS            27 PORTSMOUTH AVE            P

                              STRATHAM HILL BICYCLE INC         PO BOX 357                   S

                              STRATHAM TIRE CO                  17 PORTSMOUTH  AVE           D

                              SULLIVAN TIRE                     RT 101 PORTSMOUTH AVE        D

                                                                RCRA Generator Type Key

                              D   Permanent numbers assigned to facilities which routinely generate wastes.

                              P   Provisional - One time or emergency clean-up. Occasionally it.is interim until a permanent
                                  number is obtained.
                              S   Safety Kleen    Self contained parts cleaner that is delivered and picked up on a regular basisi

                                                                  End of Report

                                                                Page Number:     2

                                                                                                                     APPENDIX E

                                                            Records of the Groundwater Protection                     Bureau

                                                           NH Dept. of Environmental Services Groundwater Protection Bureau
                                                                         Listing of Sites for the Town of STRATHAM

                                                                          Generated December 24, 1992 at 10:33 AM

                        Site#                       Site Name                                  Site Address                   Type       Quad# Conf.
                                                                                                                                                 Level

                        870575    ANTIQUE REPAIR    CO.                              23 PORTSMOUTH AVE                     HAZWSTE/WM      185       1
                        870575    ANTIQUE REPAIR    ro.                              23 PORTSMOUTH AVE                     UIC             185       1

                        920923    C & E SERVICE CENTER                               39 PORTSMOUTH AVE.                    LUST            000

                        910118    CHARTER GAS STATION #2111                          ROUTE 101/108, PORTSMOUTH AVE         LUST            185       1

                        900418    GIL'S JEEP EAGLE PEUGEOT                           ROUTE 101 (50 PORTSMOUTH AVE)         HOLDTANK        169       1

                        890344    KING'S HIGHWAY PLAZA                               PORTSMOUTH AVE                        LUST            185       1

                        910504    LABBE'S BEAUTY SALON                               255 PORTSMOUTH AVE                    UIC             169       2

                        870631    LABONTE SUNOCO                                     PORTSMOUTH AVE                        ODD             185       1

                        860506    MONTROSE   CONDOMINIUMS                            HERSEY LANE                           SEPTIC          185       3
                        860506    MONTROSE   CONDOMINIUMS                            HERSEY LANE                           SEPTIC          185       3
                        8605,36   MONTROSE   CONDOMINIUMS                            HERSEY LANE                           SEPTIC          185       3
                        8605-36   MONTROSE   CONDOMINIUMS                            HERSEY LANE                           SEPTIC          185       3

                        900730    SAEF LINCOLN MER/DBA GOSS LINCOLN MERCUR           ROUTE 101                             LUST            185       2

                        920924    SHELL SERVICE STATION AND CARWASH                  12 PORTSMOUTH AVE                     HOLDTANK        000

                        861001    SQUAMSCOTT ROAD CONDOMINUMS                        SQUAMSCOTT ROAD                       SEPTIC          000

                        890816    STRATHAM CONDOS                                    RTE 108                               SEPTIC          169       3

                       -
                        910701    STRATHAM HIGHWAY GARAGE                            BUNKER HILL AVE                       LUST            169       1
                        890904    STRATHAM LANDFILL                                  UNION .RD                             LAND/UNLN       169       1

                        910814    SULLIVAN TIRE                                      33 PORTSMOUTH ROAD                    HOLDTANK        169       2

                        890464    WINNICUT VALLEY ESTATES                            UNION RD                              SEPTIC          000

                                                                                           End of Report

                                                                                        Page Number:        1

                                                  APPENDIX F

                                       ACTIVE UNDERGROUND STORAGE TANKS

               This appendix identifies all known active underground storage tanks (USTs) within
               Stratham as of August 11, 1992. The inventory was provided by the Groundwater
               Protection Bureau of the KH Department of Environmental Services. As mentioned
               previously, the State requires that all USTs having a capacity of 1,100 gallons
               or more be registered, and the UBe reported to the KH Department of Environmental
               Services, under the NH Code of Administrative Rules WS 411.

               The State's inventory was verified by Commission personnel in early 1993 with
               assistance from the Town's Administrative Assistant, Emergency Response
               Coordinator and local tank owners.      Abandoned USTs are not included in the
               inventory. Although municipal officials believe there are numerous abandoned
               USTs scattered throughout Town, a comprehensive inventory has not been compiled
               at this time.

               Information regarding  storage tank leak detection systems and whether tanks are
               single or double walled was limited, and in many cases, unavailable. However,
               the requirements of WS 411 took effect in September 1985. Therefore, it is safe
               to assume that tanks installed after January 1986 are either doubled walled or
               have some type of secondary containment, and have some form of leak detection
               system.

               This inventory provides information for those USTs in Stratham which have a
               capacity of close to 1,100 gallons or greater. The general locations of these
               tanks can be seen on the Potential Pollutant Sources Map (Map 9) which are found
               in the Description of Potential Threats chapter of this document. To find a
               particular UST Bite, please look at the site identification number listed in this
               appendix and then go to the Potential Pollutant Sources Map to identify its
               location.

                                              APPENDIX F (cont.)

                                           UNDERGROUND STORAGE TANKS

           Site    Site Owner      Site         Tank      Tank      Date in   Mandatory     Product
                                   Location     Size      Const.    Service   Testing/      Stored
                                                                              Removal
                                                                              Date

              1    Bell            69 Bunker    15,000    steel     1989      2014          diesel
                   Flynn, Inc.     Hill Ave.    qallons
              2    Charter Gas     9 Ports.     10,000    steel     1977      2002          gasoline
                                   Avenue       gallons
                                                10,000    steel     1977      2002          gasoline
                                                callons                                    I

                                                10,000    steel     1977      2002          gasoline
                                                gallons
              3    King's          28 Ports.    3,000     steel     1990      2015          fuel oil
                   Highway         Avenue       gallons
                   Plaza

              4    L.A. Hanna      313 Ports.   6,000     steel     1977      2002          diesel
                   Sons, Inc.      Avenue       gallons

                                                2,000     steel     1977      2002          gasoline
                                                gallons

              5    Stratham        17 Ports.    1,000     steel     1973      1998          heating
                   Tire            Avenue       gallons                                     oil

              6    NH              Portsmouth   10,000    steel     1986      2011          04 fuel
                   Vocational      Avenue       gallons                                     oil
                   Technical
                   College

              7    Stratham        Bunker       2,000     steel     1992      2017          diesel
                   Highway         Hill Ave./   gallons
                   Dept.           Union Road

                                                2,000     steel     1981      2006          gasoline
                                                gallons

              a    Stratham        39 Gifford   10,000    steel     1988      2013          12 fuel
                   Memorial        Farm Road    gallons                                     oil
                   School

              9    Sullivan        33 Ports.    Boo       steel     1986      2011          used oil
                   Tire            Avenue       gallons

             10    Stratham        Winnicut     1,000     steel     1980      2005          fuel oil
                   Fire Dept.      Road         gallons

             11    Stratham        157 Ports.   4,000     steel     1979      2014          gasoline
                   Village         Avenue       gallons
                   Market

                                                6,000     steel     1979      2014          gasoline
                                                gallons

             12    Stratham        Bunker       10,000    steel     1984      2009          heating
                   Municipal       Hill         gallons                                     oil
                   Center          Avenue

                                                                            3 6668 14101 8301