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



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                         Town of. Stratham





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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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        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
                                                                                        ey,:@:Nevv,                                                                                                     0 BARTO
                                                                 E@                            ot
                                                                 FE                     In                                                                                                                                                             OCT IM
                                                                 G::=
                                                                                        tp of NwH          U.S.                                                                                                                            00
                                                                                        they"
                                                                                        .;,:,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,

                                                                                                                                                                                                                                                             4"NUE
                                                                                                                                                          5QUA                                                                                                                                              R Do CIRCLE


                                                                                                                                                                                                                                                                                                         RUN
                                                                                                                                                                                                                                                                                              CONDO.,
                                                                                                                                                                                                                                 0,
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                                                                        on 3            a      ept                                                                    DRURY
                                                                 by the Rock            gha    tanning ommission                                                      PLAIN                                       1,WOAoQ
                                                                                                                                                                      RDL                                                                                                                                   Flood Hazards
                                                          -'---TO BE CONSTRUCTED

                                                                                                                                                                                                                                                                                                      ___BeZi6Ek B-o-und a-n--es
                                                                 F--d b,                                                   KA
                                                                 SOW 0:1t- N:@ -,sh,14 Rlaillal Planhil, C--i-                                                                                                                                                                                              Bedrock xposures/
                                                                 3 *'1 1 3"..                                                                                                                                                                                                                               Numer= Outcrops
                                                                 E.0411 No. Halpshife          03833
                                                                 j--y                                                                                                                                                                                                                                       Drunaling
                                                                 :111 P11" 1*1          Ili. -1 - 11-1411, elded
                                                                                        @I.., 'he 09pa,Iffielp 01 Ha.-j .,d U,b..                                                                                                                                                                           DICK Formation: gray to green phylifte,
                                                                                        -d*1 "I                                                                                                                                                                                             OZe             quartzite and          It
                                                                                                                                                                                                                                                                                                                          JuRrU - ca whist and well-
                                                                 P09141 61nd'ItIod by            701 -? the -01", ACI of                                                                                                                                                                                    bedded cldc- 11 Icate (metwnorphic)
                                                                 1954 .1                                                                                                                                                                                                                    OZk             52=
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                                                                                                                                                                                                               e9                                                                                                           orp
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                                                                                                                                                                                                                                                                                            Oe9             h tr=d,.P,-te=.8.-,d
                                                                        -000            0      $000     2000        3000                                                                                                                                                                                    m1nor srandlorite and granite agneous)
                                                                        n'E 17@0-0 I..,- he--

                                                                                                                                                                                                                                         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@   Mï¿½4

                                                                                                                                                       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.






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         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.





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                                                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)

























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

                                                                                                                                    2 25. 0 0 51     29 Dunbijr*on        [email protected]                                                       20.     84 11 Op P,                                r,
                                                                                                                                                                                                                                                                                         -1       1@ In
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                                                                                                                                    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
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                                                                                                                                                     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
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                                                                                                                                                                                                                                                                              .. ... ... ............ ..
                                                                                                                 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



                                                                                                                                                                   ...........                                           ----------
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                                                                                                                                                                                                                                                                                                  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
                                                                                                                                                                                                                                                                                                                                                                        ...... .... ..
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                                                                                                                                                                                                                                                                                                                                                                                         :2
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                                                                                                                                           ..........                               ..........
                                                                                                                                      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@@@:
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                                                                                                                                                                                                                                                                                    UU                      MAUJ        @5
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                                                                                                                                                                                                                                                                                    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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                                                                                                                                                                                                                                                                                                                                                                                                                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
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                                                                                                                                         22 5. 'i 0' 714
                                                                                                                                                                                                                                                 84!10/24                    1      1700, 0        "0 00                 3                  15. Oct
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                                                                                                                                                        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.'
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                                                                                                                                         225,0025       :::Rol! iris @Farr, Dr                                                         [email protected]                                            '41                           .3.         . ,
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                                                                                                                   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.
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                                                                                                                                         225 T17        ::Rol lins:: Farm Rd                                                                                                                                                                20.9        GO
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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
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                                                                                                                                         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
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                                                                                                                   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

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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.
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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
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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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                                                                                                                                                                                                                                                                                                                                                              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

                                                                                                                  .. .. ............
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                                                                                                                                                                                                                                                                                                                                                   10 B       .1
                                                                                                                                                                                                                                                                                                                                                                                       2
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                                                                                                                                                                                                                                                                                                                                                                                                                                           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
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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, [email protected]:@                         :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









































































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