[From the U.S. Government Printing Office, www.gpo.gov]
													Attachment 94.7.2.1 (6)















                                             TIDAL WATER SITE ASSESSMENT


                                   ORDER ONE SOIL SURVEYS



                                                                     for

                            SELECTED SEABROOK, NEW HAMPSHIRE PROPERTIES

                                                                
                                                                
                                                                 







                                               Prepared by      David J.   Allain, C.S.S. #13

                                                  Elkind Environmental Associates, Inc.
                                                             6 Baymeadow Drive
                                                             Nashua NH 03063

                                                        NOVEMBER 1994


                         A report of the New Hampshire Coastal Program, Off ice of State Planning, pursuant to National Oceanic and
                          Atmospheric Administration Award No. NA470Z20O237. The views expressed herein are those of.the Off ice
                          of State Planning and do not necessarily reflect the views of NOAA or any of its sub-agencies.

                 S
                 599
                  N4
                 A44
                 1995
                                                                            OFFICE OF STATE PLANNING
                                                                             NH Coastal Program
 









                                                          TABLE of CONTENTS



                       Introduction


                       Field Procedures        ............. ...... -* ........ ............ *"*'*'**'***** ..............      3


                       Soil Identification Legend         .................................................................................4

                       Classification of Soils Legend            ........................................................................5

                       Order One Soil Surveys and Map Unit Descriptions for:

                                 279 Walton Road          ............................................................................... 6,7

                                 41 Causeway Street           ........................................................................... 8,9

                                 138 Farm Lane        ............................................................................... 10,11

                                 14 Kimberly Drive        ............................  .............................................. 12,13

                                 16 Kimberly Drive        ........................................................................ 14,15

                                 6 Forest Drive       .............................................................................. 16,17


                                 #8 Cross Beach Road              .................................................................. 18,19


                                 14 River Street      .................................................................................. 20,21


                                 15 River Street      ................................................................................. 22,23


                                 15 A River Street        ............................................................................. 24,25


                                 33 River Street      ................................................................................. 26,27


                                 48 A River Street        ............................................................................. 28,29


                                 48 C River Street        ........................................................................... 30,31


                                 256 Walton Road          ............................................................................ 32-34


















                  INTRODUCTION






                   Order One Soil Surveys were conducted on selected Town of Seabrook
                   properties in conjunction with developing a Tidal Waters Assessment Form
                   and ground water studies to be performed by the University of New Hamp-
                   shire's Jackson Laboratory.,

















              FIELD PROCEDURES




                 The surveys were done by David J. Allain, New Hampshire Certified Soil Scientist
              #13, in accordance with Order One Soil Mapping Standards for New Hampshire,
              SSSNNE Publication #2.


                 Excavating equipment was not used to dig on site because of the size and de-
              veloped nature of all sites and the need to minimize surface disturbance. Tile
              spade and auger holes were used to examine soil profiles to a depth of 40+ inches.
              Road cuts, trenches, septic system test pit data, professional observation and judge-
              ment were used to supplement the on site data and provide for a combined obser-
              vation depth of 60+/- inches.

                 Observations were made in sufficient numbers and locations to justify the soil
              units noted.


                 The parcels mapped were mostly residential sites ranging in size from 1/4 acre
              to 1 acre. The school site represented a non-residential application and the area
              mapped in detail included about 18 acres.

                 Buildings, roads and appropriate property bounds were located by theodolite,
              then plotted and used for horizontal control on each site.

                 Slopes were determined using vertical data obtained on each site by theodolite.

                 Only the soils within the assumed property boundaries for the selected sites have
              been examined and any noted soil unit is contained within the property boundaries.

                  All field work was performed during the month of October 1994.











                                                         3











            SOIL IDENTIFICATION




                                            LEGEND






                   MAP SYMBOL               SOIL NAME


                   26 A                       Windsor, loamy sand, 0-3% slopes

                   100 A                      Udorthents, wet substratum, 0-3% slopes

                   100 B                      Udorthents, wet substratum, 3-8% slopes

                   140 A                      Chaff ield-Hollis-Canton Comples, 0-3% slopes

                   140 C                      Chaffield-Hollis-Canton Complex, 8-15% slopes

                   299 A                      Udorthents, smoothed, 0-3% slopes

                   299 B                      Udorthents, smoothed, 3-8% slopes

                   299 D                      Udorthents, smoothed, 15-25% slopes

                   299 E                      Udorthents, smoothed, 25-35% slopes

                   300 A                       Udipsamments, nearly level, 0-3% slopes

                   300 C                       Udipsamments, nearly level, 8-15% slopes

                   313 A                       Deeffield, loamy sand, 0-3% slopes

                   313 C                        Deerfield, loamy sand, B-1 5% slopes

                   497 A                        Paucatuck, mucky peat, 0-3% slopes

                   5466                         Walpole, sandy loam, 3-8% slopes

                   797 A                        Matunuck, 0-3% slopes

                    915 C                       Unnamed Aquic Udipsamment, 8-15% slopes


                                                       4










           CLASSIFICATION of SOILS

                                           LEGEND



                  SOIL NAME                       TAXONOMIC CLASS





                  Windsor                         Mixed, mesic, Typic Udipsamments

                  Udorthents, wet substratum      Aquic Udorthents

                  Udorthents, smoothed            Typic Udorthents

                  Chatfield                       Coarse, loamy, mixed, mesic, Typic
                                                      Dystrochrepts


                  Hollis                          Loamy, mixed, mesic, Lithic Dystrochrepts

                  Canton                          Coarse, loamy over sandy or sandy skeletal,
                                                       mixed, mesic, Typic Dystrochrepts


                  Udipsamments, nearly level      Typic Udipsamments

                  Deerfield                       Mixed, mesic, Aquic Udipsamments

                  Paucatuck                       Sandy or sandy skeletal, mixed, euic, mesic,
                                                       Terric Sulfihemists


                  Walpole                         Sandy, mixed, mesic, Aeric Haplaquepts

                  Matunuck                        Sandy, mixed, mesic, Typic Sulfaquents

                  Unnamed Aquic Udipsamment       Mixed, mesic, Aquic Udipsamment






                                                   5












               AREA      18.000 SO.FT.
                                                                                      +












                                              T E S T
                                              HOL

                                                                          A97 A
                                    100B





                               + 96.57
                                                                \8TONE WAIL



               TEST HOLE





                                         97.79                  /Z
                                    1 0 0 A



                                                                    SOIL LEGEND:


                                                                     SOIL UNIT BOUNDARY        . . . . .

                                                                     SOIL MAP UNIT (TYP.)         300 A

                                                                     PROPERTY BOUNDARY (APPROX.)
                                                                     AND LIIMIT OF SOIL SURVEY



                                                                    ORDER I SOIL MAP
     PREPARED BY                    SCALE 111             30'         OWNER: HUBERT, J. & A.
     DAVID J. ALLAIN, CSS #13                                         MAP# 13 LOT# A6C
                                                                      ADDRESS: 279 WALTON RD.
                             rA>





















































     USING "ORDER I SOIL MAPPING STANDARDS
     FOR NEW HAMPSHIRE SSSNE PUBLICATION                                    OCTOBER,            1 9 9 A
     #2. 1993"                                                     ELKIND ENVIRONMENTAL ASSOCIATES, INC.
     THIS MAP PRODUCT IS WITHIN THE TECHNICAL                                          "AYMEADOW DR.
     STANDARDS OF THE NATIONAL COOPERATIVE
     SOIL SURVEY. IT IS A SPECIAL PURPOSE PROD-                                       N SHUA, NEW HAMPSHIRE 03063
                                                                    EEA               "A
     UCT PRODUCED BY A PRIVATE SOIL CONSULTANT                                        (603) 699-4357
     AND IS NOT A PRODUCT OF THE USDA SOIL CON-
     SERVATION SERVICE                                               ENGINEERING      PERMITTING    CONSULTING










             MAP UNIT DESCRIPTIONS for 279 Walton Road



             100 A, Udorthents, wet substratum, 0-3% slope

                    This map unit represents an area of poorly drained soils that have been filled for
             residential use. Most of this fill has been in place for about 30 years and appears to be
             moderately well drained on the Walton Road side of the residence to somewhat poorly
             drained to the rear of the residence.


                    Typically, this unit was found to have 5 to 16 inches (") of dark brown to very
             dark brown sandy loam fill over 7 to 11 inches of brown to yellowish brown sandy fill.
             This 12 to 27 inches of fill has been placed over very dark gray to black sandy loam.
             Ground water was noted just below the bottom of the fill.

                    The area examined within this unit at 279 Walton Road is about 1/4 acre in size.
             It contains the dwelling and effluent disposal area, but they are not included within the
             unit described.





             100 B, Udorthents, wet substratum, 3-8% slope

                    This unit has the same description as the 100 A unit. Slope is the main differ-
             ence.  The unit occupies about 1500 square feet of the 279 Walton Road lot and is the
             fill slope from the eff luent disposal area to the Pawcatuck soils.




             497 A, Pawcatuck, mucky peat, 0-3% slope

                    This very poorly drained organic soil occupies the upper fringe of the tidal
             marsh.


                    Typically found was an Oe horizon of 20 to 30 inches in depth having a very
             dark gray to black matrix color and containing mucky peat composed of mostly herba-
             ceous fibers in varying stages of decomposition. A small percentage of silt was noted.

                    Below the Oe horizon was dark gray sand to loamy sand. Profiles examined
             were saturated to the surface.

                    The soils withi.n this unit comprised about 6000 square feet of the lot.


                                                             7








                                 IAREA             40.000 SQ.FT.



                                                                                                                                 313 c


                                                                                                          . ... . . . . . . . .
                                                                                                                    99.9
                                                                     T E S  +24
                                                                           T
                                             S13 A                  HOL E     98  19


                                                                                                                     WORKSHOP

                                                                      9 dry el    1.
                                                                       6.2                       17
                                                                                                 99.19
                                                                                                                                     (01,5
           23.              8 4                                                     6
           94 22
                                                                       :00.5@          EDA


                                                                                                                                                                 102.3


                                                                                                                         28 A



                                                                                     k


                                                                      13                                  T E S T     12 TH .1
                                                                      101.18                              HO L E+101 .12







                                                                                                                         7/70/S31                            :7
                                                                                                                    @4                                         lo2.3

                                                                                                                                                              6
                                                                                                                                                              102.41
                                                                                                      100,1

                                                                                                       CAUSEWAY ST.




                                  PC
                                93..
                                                               SOIL LEGEND:                                               SCALE III = 40'
                                                               60@1. UNIT BOUNDARY                 . . . . ORDER I SOIL MAP
                                                               50 L MAP UNIT (TYPJ                      300 A
                                                               PROPERTY SOUNDARY JAPPROX.)                             OWNER: LOCKE, E.
         PREPARED BY                                           AND LIIMIT OF SOR SURVEY
         DAVID J. ALLAIN, CSS #13                                                                                      MAP# 13 LOT# 70
         USING "ORDER I SOIL MAPPING STANDARDS                                                                         ADDRESS: 41 CAUSEWAY ST.
         FOR NEW HAMPSHIRE SSSNE PUBLICATION                                                                                     OCTOBER,                          1994
         #2, 1993"
                                                                                                                   ELKIND ENVIRONMENTAL ASSOCIATES, INC.
         THIS MAP PRODUCT IS WITHIN THE TECHNICAL                                                                                                  6 BAYMEADOW DR.
         STANDARDS OF THE NATIONAL COOPERATIVE                                                                                                     NASHUA, NEW HAMPSHIRE 03063
         SOIL SURVEY. IT IS A SPECIAL PURPOSE PROD-                                                                   EEA
         UCT PRODUCED BY A PRIVATE SOIL CONSULTANT                                                                                                 (603) $69-4357
         AND IS NOT A PRODUCT OF THE USDA SOIL CON-
         SERVATION SERVICE                                                                                             ENGINEERING                  PERMITTING               CONSULTING









              MAP UNIT DESCRIPTIONS for 41 Causeway Street



              26 A, Windsor, loamy sands, 0-3% slope

                 The soils within this unit are deep excessively drained soils formed in glaciofluvial
              deposits.

                 The profiles examined within this unit typically had an A horizon of 6 to 12 inches
              of very dark brown sandy loam. The B horizon of 18 to 24 inches in thickness con-
              sisted of dark brown to dark yellowish brown loamy sand. The C horizon consisted
              of yellowish brown loamy sand to a depth of 40"+.

                 The area of the home and effluent disposal area are not part of this unit.



              313 A, Deerfield, loamy sand, 0-3% slope

                 This unit consists of moderately well drained soils formed in glaciofluvial deposits.

                 The typical profile had an 8 to 12" A horizon of very dark grayish brown to dark
              brown sandy loam over a brownish yellow to dark yellowish brown loamy sands B
              horizon extending to 36 inches from the surface. Very dark grayish brown mottling
              was noted as shallow as 30 inches in profiles examined. The C horizons observed
              extended below 36 inches and were pale brown fine sands with very dark grayish
              brown mottles noted.


                 Less than 10% of B sloped Deerfield soils are included within this unit.




              313 C, Deerfield, loamy sand, 8-15% slope

                 The description of this unit is the same as 313 A with the exception of slope.

                 This unit contains less than 10% of steeper sloped Deerfield soils.








                                                               9











                AREA              40,400 SQ-FT.










                                                          BARN                      140 C

                                                                   6          . . . . . . . . . . . . . .
                                                                "06.14         T E 6 THOL E -@'04.75




                                                                                               299 B

                                                 '07.04   S TP7                                                        TEST HOLE
                                                              1                       106.97    :0
                                                      T EL E   06.24                             06.2,
                                                     HO                                                EDA
                                                                                                                      -A
                                                                                                                       103.19
                                                                                                        +Ul.                      2
                                                                                                         ok                     -4
                                                                                                 134w ;2                             00



                                                                                               Lpi 06.64             2
                                                                                                                         z





                                                                                                                         LL
                                                                        . . . . . . . . . . . . . .





                                                                                                                  192 1




                                                 SOIL LEGEND:


                                                 SOIL UNIT BOUNDARY           . . . .

                                                 301L MAP UNIT (TYP.)            300 A
                                                 PROPERTY BOUNDARY (APPROX.)         _ORDER I SOIL MAP
                                                 AND LIMIT OF SOIL SURVEY
       PREPARED BY                                                        11                    OWNER: LOCKE, R.
       DAVID J. ALLAIN, CSS #13                      SCALE 1                       50,          MAP# 13 LOT# 8A
                                                                                                ADDRESS: 138 FARM LANE
       USING "ORDER I SOIL MAPPING STANDARDS
       FOR NEW HAMPSHIRE SSSNE PUBLICATION                                                          OCTOBER,                  1 99,4
       #2. 1993*
                                                                                           ELKIND ENVIRONMENTAL ASSOCIATES, INC.
       THIS MAP PRODUCT IS WITHIN THE TECHNICAL                                                                          AYMEADOW DR.
       STANDARDS OF THE NATIONAL COOPERATIVE
       SOIL SURVEY. IT IS A SPECIAL PURPOSE PROD-                                                                    N   SHUA. NEW HAMPSHIRE 03063
                                                                                              EEA
       UCT PRODUCED BY A PRIVATE SOIL CONSULTANT                                                                     (603) 989-43S7
       AND IS NOT A PRODUCT OF THE USDA SOIL CON-
       SERVATION SERVICE                                                                      ENGINEERING              PERMITTING         CONSULTING










             MAP UNIT DESCRIPTIONS for 138 Farm Lane




             299 A, Udorthents, smoothed, 0-3% slope

                     This unit represents an area that has been excavated, regraded and filled to
             provide for a homesite and effluent disposal area. The home and effluent disposal
             area are located within this unit, but are not part of it.

                     Horizon development was not noted within the loamy profiles examined. No
             redoximorphic features were noted within 20 inches, and the fill appeared to be at
             least moderately well drained.




             299 B, Udorthents, smoothed

                     This unit is the same as 299 A, with the exception of slope.



             140 A, Chatfield-Hollis-Canton Complex

                     This unit consists of well drained Chatfield soil, excessively drained Hollis soil
             and well drained Canton soil. These soils occur in a random manner too intricate to
             separate them into singular units.

                     The Hollis soil observed was shallow to bedrock (10 to 20") and consisted of
             loamy glacial till. This soil is about 25% of the unit.

                     The Chatfield soil is glacial till similar to Hollis soil, except that bedrock occurs
             between 20 and 40 inches. This soil unit makes up about 35% of the unit.

                     The Canton soil is a deep well drained coarse loamy over sand glacial till. This
             soil comprises about 25% of the unit.,

                     Rock outcroppings were noted near the property lines and make up less than
             5% of the unit.


                     Steeper than 0-3% slopes occur near the stone wall to the rear of the property
             and make up less than 5% of the unit.






















                        LOT AREA      32.000 SF










                                                                              299 D


                                     KIMBERLY DR.




                                                                                                    + 14.49
                                            T E s/Mr@
                                             HOL@                                            CIV)
                                                                              'Z0.37        c")


                             299 A
                                                   10                    -020.3,
                                                  20.28

                                                          I
                                                           20.15




                                                   +5 of c
                             20.19                   20.4



                           43.7 .5
                                                                299 E

                                                                      T E S T
                                                                            @:2
                                                                      H 0 C E '4'.57
                                                                       -4. *x;tti.g am
       SOIL LEGEND:                                           3-1-31   n .17

        SOIL UNIT BOUNDARY               . . . . .
        SOIL MAP UNIT (TYP.)                300 A                                                     MARSH

        PROPERTY BOUNDARY    (APPROX.)
        AND LIMIT OF SOIL SURVEY                                                     ORDER 1 SOIL MAP
       PREPARED BY                              SCALE 1                    50'           OWNER: BAKUTIS, M
       DAVID J. ALLAIN, CSS #13                                                          MAP# 12 LOT# 29-50
       USING "ORDER I SOIL MAPPING STANDARDS                                             ADDRESS          IA KIMBERLY DR.
       FOR NEW HAMPSHIRE SSSNE PUBLICATION                                                   OCTOBER,                 199,4
       #2. 1993"
                                                                                    ELKIND ENVIRONMENTAL ASSOCIATES, INC.

       THIS MAP PRODUCT IS WITHIN THE TECHNICAL                                                               AYMEADOW DR.
       STANDARDS OF THE NATIONAL COOPERATIVE
                                                                                                           N SHUA, NEW HAMPSHIRE 03063
       SOIL SURVEY. IT IS A SPECIAL PURPOSE PROD-                                     EEA
       UCT PRODUCED BY A PRIVATE SOIL CONSULTANT                                                           (603) 899-4357
       AND IS NOT A PRODUCT OF THE USDA SOIL CON-
       SERVATION SERVICE                                                               ENGINEERING          PERMITTING        CONSULTING









              MAP UNIT DESCRIPTIONS for 14 Kimberly Drive




              313 A. Deerfield


                     Soils work, done by N.H. Soil Consultants of Newmarket in conjunction with
              subdivision and septic system approval for this lot, shows that the soils on much of this
              lot were consistent with the Deerfield Series before a majority of the lot was filled for
              home and septic system.

                     The soils before development , and still observed within the 313 A unit noted,
              are moderately well drained soils formed in glaciofluvial deposits.

                     Typically observed was 3 to 5 inches of dark brown fine sandy loam over
              yellowish brown sandy loam to a depth of about 28 inches. Below 28 inches were
              brownish yellow to brown sands with mottling observed.

                     The soils comprise about 1/4 of this 1+/- acre lot. Within this unit are steep
              banks, and shallow amounts of fill cover less that 10% of this unit.




              299 A, Udorthents, smoothed

                     This unit appears to be a well drained area filled for septic system and home
              placement. The fill appears loamy.

                     This unit covers about 17,000 square feet and contains the homes and effluent
              disposal areas which are not part of this unit.





              299 D, Udorthents, smoothed

                     This area is adjacent to the 299 A unit and shares the same description, except
              that the slope is between 15 to 25%. It is about 6400 square feet in size.




              299 E, Udorthents, smoothed

              This unit also shares the same description as 299 A, except that it has a slope of be-
              tween 25 and 35%. This unit is the fill slope for the effluent disposal area and covers
              about 5000 square feet.



                                                            13






















                              LOT AREA           32.000 SF










                                                                                                     299 D


                                                KIMBERLY DR.




                                                                                                                                 +14.49
                                                          T E
                                                          HO


                                                                                                       4
                                                                                                       jO .37          cn



                                                                                                3
                                  .299 A                                                      4-20.36 -


                               cv)
                                                                  +5
                                    6                               20.4                                                                                     m
                                     20.19




                                   _@7 .5
                                                                                  299 E

                                                                                          T E S T
                                                                                                 E+ 12
                                                                                                    -:2
                                                                                          HE) C      4.57
                                                                                            _'Lt *xitftag SM
         SOIL LEGEND:                                                           3-1-3*         .17

         SOIL UNIT BOUNDARY                        . . . . .
         SOIL MAP UNIT (TYP.)                           300 A                                                                       MARSH
         PROPERTY BOUNDARY (APPROX.)                                                                          ORDER I SOIL MAP
         AND LIIMIT OF SOIL SURVEY
         PREPARED BY :                                        SCALE 111                          50'                OWNER: CHASE, F&H
         DAVID J. ALLAIN, CSS #13                                                                                   MAP# 12 LOT# 29-5
         USING "ORDER I SOIL MAPPING STANDARDS                                                                      ADDRESS               16 KIMBERLY DR.
         FOR NEW HAMPSHIRE SSSNE PUBLICATION                                                                              OCTOBER,                       1994
         #2. 1993"
                                                                                                            ELKIND ENVIRONMENTAL ASSOCIATES, INC.
         THIS MAP PRODUCT IS WITHIN THE TECHNICAL                                                                                          6 3AYMEADOW DR.
         STANDARDS OF THE NATIONAL COOPERATIVE
                                                                                                                                           NASHUA, NEW HAMPSHIRE 03063
         SOIL SURVEY. IT IS A SPECIAL PURPOSE PROD-                                                            EEA
         UCT PRODUCED BY A PRIVATE SOIL CONSULTANT                                                                                         (603) $69-4357
         AND IS NOT A PRODUCT OF THE USDA SOIL CON-
         SERVATION SERVICE                                                                                      ENGINEERING                 PERMITTING             CONSULTING









              MAP UNIT DESCRIPTIONS for 16 Kimberly Drive




              313 A, Deerfield

                    Soils work, done by N.H. Soil Consultants of Newmarket in conjunction with
              subdivision and septic system approval for this lot, shows that the soils on much of this
              lot were consistent with the Deerfield Series before a majority of the lot was filled for
              home and septic system.

                    The soils before development , and still observed within the 313 A unit noted,
              are moderately well drained soils formed in glaciofluvial deposits.

                    Typically observed was 3 to 5 inches of dark brown fine sandy loam over
              yellowish brown sandy loam to a depth of about 28 inches. Below 28 inches were
              brownish yellow to brown sands with mottling observed.

                    The soils comprise about 1/4 of this 1+/- acre lot. Within this unit are steep
              banks, and shallow amounts of fill cover less that 10% of this unit.




              299 A, Udorthents, smoothed

                    This unit appears to be a well drained area filled for septic system and home
              placement. The fill appears loamy.

                    This unit covers about 17,000 square feet and contains the homes and effluent
              disposal areas which are not part of this unit.





              299 D, Uclorthents, smoothed

                    This area is adjacent to the 299 A unit and shares the same description, except
              that the slope is between 15 to 25%. It is about 6400 square feet in size.



              299 E, Uclorthents, smoothed

              This unit also shares the same description as 299 A, except that it has a slope of be-
              tween 25 and 35%. This unit is the fill slope for the effluent disposal area and covers
              about 5000 square feet.



                                                          15







                            JAREA = 13,900 SQ.FT.

                           1.3



                                  25-4
                    /
                     6   TEST
                     25 -59HOLE



                               915 c





                                                       30.81         0.


                                                        _t
                                                         31.2 TEST
                                                            HOLE 31.0
                                                  31.01
                                                     s  FDA


                                                      3

                                             30.81
                                                  313 A





                                                          30-57





                                                     30.33
                                                    util @ 35/3
    SOIL LEGEND:                                    30.57

    SOIL UNIT BOUNDARY  . . . . .   SCALE 1         30'
    SOIL MAP UNIT ITy,.,  300 A
    PROPERTY BOUNDARY (APPROX.)                    ORDER 1 SOIL MAP
    AND LIIMIT OF SOIL SURVEY
    PREPARED BY :                                      OWNER: CRONIN, P.
    DAVID J. ALLAIN, CSS #13                           MAP# 9 LOT# lAl
    USING 'ORDER I SOIL MAPPING STANDARDS              ADDRESS: 6 FOREST DR.
    FOR NEW HAMPSHIRE SSSNE PUBLICATION                    OCTOBER, 199A
    #2. 1993"                                      ELKIND ENVIRONMENTAL ASSOCIATES, INC.
    THIS MAP PRODUCT IS WITHIN THE TECHNICAL                       AYMEADOW DIL
    STANDARDS OF THE NATIONAL COOPERATIVE
                                                                 N SHUA, NEW HAMPSHIRE 03063
    SOIL SURVEY. IT IS A SPECIAL PURPOSE PROD-      EEA          6:
    UCT PRODUCED BY A PRIVATE SOIL CONSULTANT                    (60S) U94357
    AND IS NOT A PRODUCT OF THE USDA SOIL CON-
    SERVATION SERVICE                               ENGINEERING   PERMITTING CONSULTING











               MAP UNIT DESCRIPTIONS for 6 Forest Drive




               313 A. - Deerfield


                  These soils were formed in moderately well drained glaciofluvial deposits.

                  The front and easterly portion of this lot consists of soils consistent with the moder-
               ately well drained Deerfield Series. Typically observed was 7+/- inches of dark brown
               fine sandy loam over dark brown to dark yellowish brown sandy loam to a depth of
               about 22 inches. Strong brown loamy sand to sand was observed from about 22 to 36
               inches. Yellowish brown sands were observed generally below 36 inches with dark
               yellowish brown and dark grayish brown mottles noted.

                  The house and effluent disposal area are not part of this unit. About 6000 square
               feet of the area within this lot are consistent with this unit.





               915 C. Unnamed Aquic Udipsamment

                  The back portion of this residential lot has been excavated and filled to create a
               backyard. Most profiles showed sandy fill over what appeared to be Deerfield profiles.
               Some profiles were in areas excavated but the soils also remained moderately well
               drained.

                  Steeper sloped areas comprise less than 10% of a 6700+/- square foot area within
               this unit.























                                                           17








                                JAREA            7500 SO-FT.


                                   5
                                   5.04
                                                              .4  8_(@_
                                      100A
                                                    2             T E S
                                                    6. 15         HOL E 4.32                                18
                                                                                                              3.92
                                        ED



                                 6TEST HOLE       6.57
                                 5 95

                     cc
                     co      5. 972-







                                                                            797A





                       +        ut    I p I t bm
                                 elev      8.15

                             SOIL LEGEND:


                              SOIL UNIT BOUNDARY          . . . . .

                              SOIL MAP UNIT (TYP.)            300 A
                              PROPERTY BOUNDARY (APPROX.)        -       ORDER I SOIL MAP
                              AND LIIMIT OF SOIL SURVEY
      PREPARED BY                       SCALE 1                 2 0'       OWNER: BOBOLA, F
      DAVID J. ALLAIN,        CSS #13                                      MAP# 25 LOT# 3
      USING "ORDER 1 SOIL MAPPING STANDARDS                                ADDRESS: 8 CROSS BEACH RD.
      FOR NEW HAMPSHIRE SSSNE PUBLICATION                                        OCTOBER,             1 9 9 A
      #2. 1993"
                                                                  H 01 E 4
                                              --- Q6




                                                                        ELKIND ENVIRONMENTAL ASSOCIATES, INC.
      THIS MAP PRODUCT IS WITHIN THE TECHNICAL                                              6 :AYMEADOW DR. '
      STANDARDS OF THE NATIONAL COOPERATIVE                                                 N SHUA, NEW HAMPSHIRE 03063
      SOIL SURVEY. IT IS A SPECIAL PURPOSE PROD-                           EEA
      UCT PRODUCED BY A PRIVATE SOIL CONSULTANT                                             (603) 669-4357
      AND IS NOT A PRODUCT OF THE USDA SOIL CON-
      SERVATION SERVICE                                                    ENGINEERING       PERMITTING     CONSULTING










             MAP UNIT DESRIPTIONS for #8 Cross Beach Road




             100 A, Udorthents, wet substratum

                     Observed within this unit was about 16 inches of compacted loamy fill over
             loose,  very dark gray sands to about 36", and below 36" were dark gray loose sands.
             The area contains the effluent disposal area of unknown size. No mottling was noted
             above the chroma 1 sands, and the fill would appear to be marginally moderately well
             drained.




             797 A, Matunuck

                     This soil occupies a portion of the tidal marsh subject to flooding at high tide.

                     Typically observed was organic root matter to a depth of about 5 inches over
             dark gray loose sands with oxidized rhizospheres noted to 18". Below 18" grayish
             brown sands were noted. Saturation and live soils limited observations to about 30".
             Hydrogen sulfide odor noted.

                     Soils observed were poorly drained.

                     This unit occupies about 5700 square feet of this lot.
























                                                           19













                                                         AREA        6000 SQ.FT.



               TES
              +H E          1_7@4                                      12@@
                          33



                 C@1*                                            well
                                                     08.4@-
                            300 C        31
                                                                                                                       Cn
                                                                                                                       (D
                                                                                                                       Q_
                  /28                                                                                          4al,
                    6.26
              _[Q4 4                                                                      8.16
                                                                                                TEST
                                                                                                HOLE+
                                                                                                        8.9            5
                                                                                   -0
                                                                                    8.32
                                                              abutter's                            300 A
                                                         @@stem (approx.)
                                                                                                                 2




       SOIL LEGEND:

        SOIL UNIT BOUNDARY           . . . . .         SCALE 1                  20'

        SOIL MAP UNIT (TYP.)             300 A

        PROPERTY BOUNDARY   (APPROX.)
        AND HIMIT OF SOIL SURVEY                                             ORDER I SOIL MAP
       PREPARED BY :                                                        OWNER: HOPKINSON, C. & V.
       DAVID J. ALLAIN, CSS #13                                             MAP# 23 LOT# 14
                                                                            ADDRESS: 14 RIVER ST.
       USING "ORDER 1 SOIL MAPPING STANDARDS
       FOR NEW HAMPSHIRE SSSNE PUBLICATION                                              OCTOBER, 199A
                                                                                                                       5




















       #2, 1993"                                                            ELKIND ENVIRONMENTAL ASSOCIATES, INC.
       THIS MAP PRODUCT IS WITHIN THE TECHNICAL                                         -P       6 BAYMEA11MOW 111,
       STANDARDS OF THE NATIONAL COOPERATIVE
       SOIL SURVEY. IT IS A SPECIAL PURPOSE PROD-                             EEA                NASHUA, NEW HAMPSHIRE 03063
       UCT PRODUCED BY A PRIVATE SOIL CONSULTANT                                                 (603) $89-4357
       AND IS NOT A PRODUCT OF THE USDA SOIL CON-
       SERVATION SERVICE                                                      ENGINEERING         PERMITTING      CONSULTING











               MAP UNIT DESCRIPTIONS          for  14 River Street



               300 A, Udipsamments, nearly level

                      This unit represents excessively drained sands consisting of excavated and
               regraded eolian deposits.

                      Typical profiles consisted of 8 to 24 inches of dark, yellowish-brown to pale
               brown loamy sand to sand fill over light brownish-gray loose sands to 50+ inches.

                      The home and effluent disposal areas are located within this 5,400 square foot
               soil unit, but are not part of this soil unit.




               300 C, Udipsamments, nearly level

                      The description of this unit is the same as 300 A, except for slopes ranging from
               8 to 15 %.


                      Less than 10% of this unit consists of the same unit with B slopes.




























                                                        21







                                    AREA = 121000 SQ,FT. +/j




                                             @7.
                                             U,
                        + TEST    </                 &y well
                        KOLE                    Q14

                                                                           7
                                         5                                 9-65

                                                                                             .61


                                                                      6
                                  7.2
                                                                     8.04
                                                                          +19 TEST HOLE
                                                                           7.86



                                                                     300  A

                                    8.4                                           8
                                                                                  4.86


                                                       a.24        41T_,@ unuse, drywell
     SOIL LEGEND:
                                                               13
      SOIL UNIT BOUNDARY        . . . . .                     +8.9     45

      SOIL MAP UNIT 'TYIJ           300 A

      PROPERTY BOUNDARY (APPROX.)
      AND LIIMIT OF SOIL SURVEY
                               SCALE 1"              30'            ORDER I SOIL MAP
     PREPARED BY:                                                 OWNER: PIKE, R. & V. RAWNSLEY
     DAVID J. ALLAIN. CSS #13                                     MAP# 23 LOT# 15
                                                                  ADDRESS: 15 RIVER ST.
     USING 'ORDER I SOIL MAPPING STANDARDS
     FOR NEW HAMPSHIRE SSSNE PUBLICATION                                     OCTOBER, 1994
     #2. 1993"
                                                                   ELKIND ENVIRONMENTAL ASSOCIATES, INC.
     THIS MAP PRODUCT IS WITHIN THE TECHNICAL                                        I 13AIMEA.0W DR,
     STANDARDS OF THE NATIONAL COOPERATIVE
     SOIL SURVEY. IT IS A SPECIAL PURPOSE PROD-                      EEA'            NASHUA, NEW HAMPSHIRE 03063
     UCT PRODUCED BY A PRIVATE SOIL CONSULTANT                                       (603) 889-4357
     AND IS NOT A PRODUCT OF THE USDA SOIL CON-
     SERVATION SERVICE                                               ENGINEERING      PERMITTING    CONSULTING











               MAP UNIT DESCRIPTIONS for 15 River Street




               300 A, Udipsamments, nearly level

                     This unit is adjacent to and the same as the 300 A unit described for lot
               14 River Road. The s oils are excessively drained regraded/filled eolian deposits.

                     The area covered by this unit is approximately 10,800 square feet in size.
               The home and garage are within this soil unit, however are not part of it.



               300 C, Udipsamments,      nearly level

                     This unit represents about 1200 square feet of soils which have the same
               description as the 300 A soils noted, except for steeper 8 to 15% slopes. Within this
               area is a small garden area with an A slope.































                                                           23











                                    AREA        5.000 SOFT.










                                39

                       CIO


                7
                                                    c,.)






                     "
                             dry well #15
                           .14





                                                                                            .61


      SOIL LEGEND:


      SOIL UNIT BOUNDARY         . . . . .

      SOIL MAP UNIT (TYP.)          300 A

      PROPERTY BOUNDARY (APPROX.)
      AND LIIMIT OF SOIL SURVEY
                                 SCALE 111               20'            ORDER I SOIL MAP

      PREPARED BY :                                                       OWNER: CAMACHO, H. & A.
      DAVID J. ALLAIN, CSS #13                                            MAP# 23 LOT# 15-1
                7 -
                .64
     @7

























      USING "ORDER I SOIL MAPPING STANDARDS                               ADDRESS: 15A RIVER ST.
      FOR NEW HAMPSHIRE SSSNE PUBLICATION                                            OCTOBER, 199,4
      02, 1993'                                                        ELKIND ENVIRONMENTAL ASSOCIATES, INC.
      THIS MAP PRODUCT IS WITHIN THE TECHNICAL                                             6 BAYMEADOW DR.
      STANDARDS OF THE NATIONAL COOPERATIVE
      SOIL SURVEY. IT IS A SPECIAL PURPOSE PROD-                          EEA              NASHUA, NEW HAMPSHIRE 03063
      UCT PRODUCED BY A PRIVATE SOIL CONSULTANT                                            (603) 889-4357
      AND IS NOT A PRODUCT OF' THE USDA SOIL CON-
      SERVATION SERVICE                                                   ENGINEERING       PERMITTING     CONSULTING










               MAP UNIT DESCRIPTIONS for 15A River Road




               300 A,. Udipsamments, nearly level

                     The soils on this lot are excessively drained regraded/filled eolian deposits.
               Typical profiles are as described for 14 River Road.

                     The building and effluent septic area cover about 35% or 1780 square feet of
               this 5000+/- square foot lot. About 3000 square feet of this lot tits the 300 A descrip-
               tion.





               300 C, Udipsamments, nearly level

                     The unit covers about 250 square feet of area. It has the same description as
               300 A, but has an 8 to 15% slope.































                                                            25







                                AREA     5.000 SOFT. +/-I




                           797 A

                              . - --1- 43
                             JEST   3.38
                41            HOLE
                3.28+42                                         148
                       6.21
                              100 A         +44       owe,
                                cess pool

                                                             47
                                                             5.93



                                                           TEST+3(5
                                                           HOLE 5.
                                                     576


                          SCALE I'l            20'           45 Wil pl 6 /6
                                                             (5-18

     SOIL LEGEND:


     SOIL UNIT BOUNDARY        . . . . .

     SOIL 111AP UNIT ITYPJ        300 A

     PROPERTY BOUNDARY (APPROX.)
     AND LIIMIT OF SOIL SURVEY                                   ORDER 1 SOIL MAP
     PREPARED BY :                                                    OWNER: BEC     KMAN, N.
     DAVID J. ALLAIN, CSS #13                                         MAP# 23 LOT# 33
     USING *ORDER I SOIL MAPPING STANDARDS                            ADDRESS: 33 RIVER ST.
     FOR NEW HAMPSHIRE SSSNE PUBLICATION                                   OCTOBER, 199A
     #2. 1993'
                                                                 ELKIND ENVIRONMENTAL ASSOCIATES, INC.
                                         ol













                                                              5









     THIS MAP PRODUCT IS WITHIN THE TECHNICAL                                      6 :AYMEADOW DR.
     STANDARDS OF THE NATIONAL COOPERATIVE
     SOIL SURVEY. IT IS A SPECIAL PURPOSE PROD-                   EEA              N SHUAI NEW HAMPSHIRE 03063
     UCT PRODUCED BY A PRIVATE SOIL CONSULTANT                                     (603) "9-4357
     AND IS NOT A PRODUCT OF THE USDA SOIL CON-
     SERVATION SERVICE                                             ENGINEERING     PERMITTING    CONSULTING











              MAP UNIT DESCRIPTIONS for 33 River Street




              100 A, . Udorthents, wet substratum

                     This unit represents the soils on a lot that has had soil fill placed over poorly
              drained tidal soils. The fill soils are marginally moderately well drained.

                     Typically found was sandy loam fill to a depth of about 17 inches. Loose
              mottled brown sands to gravelly sandy loam fill extended to a depth of about 28
              inches. Found at a depth of 28 to 32 inches was clam shell, etc. debris. Below this
              debris, the soils observed were dark gray loose sands with black and dark yellowish
              brown mottles noted.


                     This unit covers about 3800 square feet , exclusive of building and effluent
              disposal areas.





              797 A, Matunuck

                     This soil occupies a portion of the tidal marsh, subject to flooding at high tide.
              The area mapped occupies about 500 square feet of the lot.

                     Typically observed were 12 inches of organic fibers with a low percentage of
              fines over dark gray sands, saturated and loose to 40+ inches. These soils are very
              poorly drained. Hydrogen sulfide odor noted.




















                                                            27











       AREA    50.1











                                 7.69

                                                                  'TEST
                                                                     HOLE






                                TESTJ 23
                                HOL@ 0-"

                                +.4
                                                  100 A
                            T-EST
                            .HOL5t".
                                 19






                                                                             7J





                                                                                       TEST-
                                                                                       HOLE7



                                                                                                  .67




                                                                                      -[20 cq &9




                                     SCALE lit             60'
     SOIL LEGEND:


     SOIL UNIT BOUNDARY        . . . . .

     SOIL MAP UNIT (TYP.)         300 A
     PROPERTY BOUNDARY (APPROX.)                                    ORDER I SOIL MAP
     AND LIIMIT OF SOIL SURVEY
     PREPARED BY :                                                       OWNER: EASTMAN, C.
     DAVID J. ALLAIN, CSS #13                                            MAP# 23 LOT# 48-1
     USING "ORDER I SOIL MAPPING STANDARDS                               ADDRESS: ABA RIVER ST.
     FOR NEW HAMPSHIRE SSSNE PUBLICATION                                     OCTOBER, 199A
     #2. 1993"
                                                                   ELKIND ENVIRONMENTAL ASSOCIATES, INC.
                              7
                                 769

                                                                  "TE S1
                                                                     H(
              /@R  e,61








     THIS MAP PRODUCT IS WITHIN THE TECHNICAL                                        6 bAYMEADOW DR.
     STANDARDS OF THE NATIONAL COOPERATIVE                                           NASHUA, NEW HAMPSHIRE 03063
     SOIL SURVEY. IT IS A SPECIAL PURPOSE PROD-                      EEA
     UCT PRODUCED BY A PRIVATE SOIL CONSULTANT                                       (603) "9-4357
     AND IS NOT A PRODUCT OF THE USDA SOIL CON-
     SERVATION _SERVICE                                              ENGINEERING      PERMITTING    CONSULTING










             MAP UNIT DESCRIPTIONS for 48 A River Street




             100 A, Udorthents, wet substratum

                   This lot was created by placing fill over wetlands. The depth of fill varies from
             about 30 to 40 inches and appears to be moderately well drained.

                   The unit represents about 47,000 square feet of the lot's area. The buildings
             and effluent disposal areas are excluded.

                   Typically found within this unit was 30 to 40 inches of granular fill with gray and
             dark reddish brown mottling noted at about 20 inches in most profiles. Below this fill
             was black, saturated loamy sand to 40+ inches. Augering below 42 inches was not
             possible because of saturation and constant caving.





             797 A, Matunuck

                   This soil occupies a portion of the tidal marsh subject to flooding at high tide.

                   Typically observed was 6 inches of organic root matter in varying stages of
             decomposition , over 40+ inches of dark gray sands. Hydrogen sulfide odor noted.
             Soils were saturated.
             area. These soils were poorly drained and occupy about 3000 square feet of the lot








                                                       29











         AREA     50.000 SOFT.


                                       445

                                               1_7@
                                                                          \
                                                                                 'TEST
                                                                                   HOLE






                                       TESTI-23
                                       HOLE 697

                                      +Z7                    100 A
                                  T
                                  .HOL
                                       19                                                 61,4



                                                                                              71





                                                                                                          TES
                                                                                                          HOLE-"-







                                                                                                        4?o ca -.4.. o.9




                                             SCALE 111                 601
      SOIL LEGEND:


      SOIL UNIT BOUNDARY              . . . . .

      SOIL hlAP UNIT JTYP.)               300 A
      PROPERTY BOUNDARY (APPROX.)                                                 ORDER I SOIL MAP
      AND LIMIT OF SOIL SURVEY
      PREPARED BY :                                                                     OWNER: EASTMAN, C.
      DAVID J. ALLAIN, CSS #13                                                          MAP# 23 LOT# A8-3
                                                                                `TE     ADDRESS: A8C RIVER ST.
                                                                                   ST
                                                                                   H(


                                94

























                                                                                                             T.







































      JSING "ORDER I 901L MAPPING STANDARDS
      FOR NEW HAMPSHIRE SSSNE PUBLICATION                                                    OCTOBER, 199A
      #2. 1993"
                                                                                 ELKIND ENVIRONMENTAL ASSOCIATES, INC.
      THIS MAP PRODUCT IS WITHIN THE TECHNICAL                                                         6 SAYMEADOW R,
      STANDARDS OF THE NATIONAL COOPERATIVE
      SOIL SURVEY. IT IS A SPECIAL PURPOSE PROD-                                   E E 'A              NASHUA, NEW HAMrSHIRE 03063
      UCT PRODUCED BY A PRIVATE SOIL CONSULTANT                                                        (603) 989-4357
      AND IS NOT A PRODUCT 01" THE USDA SOIL CON-
      SERVATION SERVICE                                                            ENGINEERING          PERMITTING       CONSULTING










             MAP UNIT DESCRIPTIONS for 48 C River Street




             100 A, Udorthents, wet substratum

                    This lot was created by placing fill over wetlands. The depth of fill varies from
             about 30 to 40 inches and appears to be moderately well drained.

                    The unit represents about 47,000 square feet of the lot's area. The buildings
             and effluent disposal areas are excluded.

                    Typically found within this unit was 30 to 40 inches of granular fill with gray and
             dark reddish brown mottling noted at about 20 inches in most profiles. Below this fill
             was black, saturated loamy sand to 40+ inches. Augering below 42 inches was not
             possible because of saturation and constant caving.





             797 A, Matunuck

                    This soil occupies a portion of the tidal marsh subject to flooding at high tide.

                    Typically observed was 6 inches of organic root matter in varying stages of
             decomposition , over 40+ inches of dark gray sands. Hydrogen sulfide odor noted.
             Soils were saturated.
             area.  These soils were poorly drained and occupy about 3000 square feet of the lot








                                                        31










           MAP UNIT DESCRIPTIONS for ELEMENTARY SCHOOL at 256 WALTON ROAD




           26 A, Windsor, loamy sand, 0-3% slope

                  An area of about 25,000 square feet located along the western boundary of the
           property was found to contain the excessively drained glaciofluvial deposits typical of
           this unit. The area had a few trees.


                  Typically found in test holes dug was 0-7" of dark brown sandy loam over
           another 7" of brown loamy sand. Loose brownish yellow brown fine to medium sands
           extended to a depth of about 32 inches from the surface. Light yellowish brown, loose,
           single grained fine to medium sands were found to a depth of greater than 40 inches
           below the surface.


                  The area shown appeared to be completely consistent with the 26 A
           description.



           300 A, Udipsamment, nearly level

                  The soils within this unit are regraded, filled excessively drained soils. The
           profiles observed within this unit show variable surface layer of 6 to 12 inches of dark
           grayish brown to dark brown sandy loam. A B horizon was present in some and
           absent in other profiles observed. When present, it would range from dark yellowish
           brown loamy fine sand to sand, granular to single grained and very friable to loose.
           The subsoil was found to be loose, single grained yellowish brown to pale brown fine
           sands.


                  The entire unit covers about 10 acres. Excluded from within this unit are about
           3 acres of buildings, paving and effluent disposal areas.

                  Narrow, steeper sloped Udipsamments occupy less than 5% of this unit's
           southerly and northeasterly margins. ,

                  The unit slopes down towards the tidal marsh in a northeasterly to southeasterly
           direction.




           313 A, Deerfield


                  This unit includes 4+ acres of level athletic fields. Some leveling has occurred,


                                                      33









            however, the profiles examined consistently demonstrate an Aquic Udipsamments or
            Deerfield.


                   These soils are slightly lower on the landscape than the typic Udipsamments
            and are moderately well drained glaciofluvial deposits.

                   Typically observed was that the surface layer had 6 inches of dark brown sandy
            loam. The subsoil was brownish yellow to yellowish brown loamy sand to fine sand.
            The depth to the C horizon started from 18 to 22 inches below the surface and was
            composed of light yellowish brown to brown loose single grained fine sands. Ground
            water was observed as shallow as 36 inches from the surface. Distinct mottles were
            observed within the C horizon.


                   Areas along the margin of this unit had steeper slopes, representing less than
            5% of this unit and the limit of mapping.





            313 B, Deerfield

                   The description of this unit's soil profile is the same as the 313 A unit.

                   This unit occupies about 112 acre near the base of the 300 A unit fill slope south
            of the school building.

                   The unit is composed of moderately well drained glaciofluvial deposits. About
            10% of this unit is occupied by debris overfill.




            546 B, Walpole

                   Only the upper portion of this poorly drained glacial outwash unit was observed
            and is shown so that the lower limit of,the 313 B Deerfield unit is represented. The
            soils to the south and within about twenty feet of the 313 B and 546 B boundary shown
            are representative of the unit. Beyond about 20 feet the unit composition was not
            determined.


                   Typically found within this unit was a surface horizon to about 7 inches of very
            dark gray sandy loam. Oxidized rhizospheres were noted. A mottled very dark grayish
            brown sandy loam was then observed to a depth of 18 inches. Below this level,
            brown loamy sands were observed with dark grayish brown and dark yellowish brown
            mottles.




                                                         34


























                                                                         11HIMMINIM1110
                                                                           3 6668 14109 3254