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
























































                                   I







 I
























               TD
               424.35
               .N4
               147
               1994




                                                                                                                      7-        L









                                            TIDAL WATER SITE ASSESSMENT


              IMPLEMENTATION OF TIDAL WATER SITE ASSESSMENT FORMS FOR
                                       SELECTED SEABROOK PROPERTIES





















                                                          Prepared by:
                                           Elkind Environmental Associates, Inc.
                                                       6 Baymeadow Dr.
                                              Nashua, New Hampshire 03063

                                                      November, 1994




              A report of the New Hampshire Coastal Program, Office of State Planning, pursuant to National Oceanic
              and Atmospheric Administration Award No. NA470ZO237. The views expressed herin are those of the
              authors and do not necessarily reflect the views of NOAA or any of its sub-agencies.
                                                               io.h.a 0-0 SPLAN""
                                                                NH Coastal'
                                                                         program












                                                         TABLE OF CONTENTS


                  Introduction


                  Tidal Water Site Assessments


                             279 Walton Road           .......................................................................................A


                             41 Causeway Street            ..................................................................................B

                             138 Farm Lane         ......................................................................................C

                             14 Kimberly Drive         .......................................................................................D

                             16 Kimberly Drive         .............................................  .........................................E

                             6 Forest Drive        .............................................................................................F

                             8 Cross Beach Road              .................................................................................G


                             14 River Street       ...........................................................................................H


                             15 River Street       ...........................................................................................I


                             15A River Street          .........................................................................................j


                             33 River Street       ...........................................................................................K


                             48A River Street          .........................................................................................L


                             48C River Street          ........................................................................................M


                             256 Walton Road           .......................................................................................N









             Introduction


             Elkind Environmental Associates, Inc. (EEA) was contracted by the New Hampshire
             Office of State Planning (OSP), New Hampshire Coastal Program (NHCP) to assist in
             the development of a Tidal Water Site Assessment Form for the evaluation of septic
             systems adjacent to tidal waters. Following discussions with NHCP, representatives
             of the Department of Environmental Services, and representatives from the University
             of New Hampshire's Jackson Environmental Laboratory (JEL), a draft form, previously
             developed with the assistance of a technical advisory committee, was modified and
             identified as "Tidal Water Site Assessment Form, Draft - September 28,1994". EEA
             was contracted to utilize the form at up to 25 sites selected by JEL. Similarly, EEA
             was contracted to perform Order 1 Soil Surveys at up to 25 sites. In close
             cooperation with Town of Seabrook officials, a list of potential study sites was
             developed. Ultimately, owners of 14 of the selected sites agreed to participate in the
             study.

             During the last two weeks of October, 1994, Fred Elkind, professional engineer, and
             David Allain, certified soil scientist, investigated the sites provided. Owners were
             contacted either in person or by telephone to ascertain relevant facts about the
             properties in question. Soils were investigated by means of hand augering both
             upgradient and clowngradient to the effluent disposal areas (EDA). Highest
             observable tide lines, utilizing strand line, vegetation, and staining on walls, were
             noted on each property - where applicable. Topographic cross-sections from the
             edge of the EDA to the nearest highest observable tide line point were developed.
             System functional qualities were noted.

             The following report presents the data obtained from the above efforts. The report is
             arranged in sections. Each section is identified as a street location relating to the
             assessed property. It should be noted that the 6 Forest Drive property appears not to
             be under direct tidal influence. The 256 Walton Road (School) property does not fit
             well with the developed form as it is not a typical residential, commercial, or industrial
             site as referenced in the form. Further, this site contains four leaching areas (three
             EDA's) of which two are relatively close to freshwater wetlands. Similarly, the 138
             Farm Lane property, which is approximately 200 feet from the marsh, has and EDA
             which is approximately 50 feet from a fresh water drainage.

             In filling in form, care was exercised to provide data as accurately as possible. Much
             of the information, however, was necessarily provided by third parties such as owners
             and tenants. When the information was unknown or the respondent was clearly
             unsure, a question mark (?) was inserted as the answer. In the instances where data
             supplied was questionable due to either uncertainties on the part of the respondent or
             on the part of the evaluators, a response along with a question mark (?) is included at
             the appropriate location.

             EEA will continue to work with OSP and other investigators in the refinement of the
             Assessment Form and procedures.










                             'rIDAL WATERS SITE ASSESSMENT FORM
                                     DRAFT - SePtember 28, 1994

           Owner: Hubert, J. & A.

           A- Property

           1.    Designer's Name:-Elkind Environmental Assoc., Inc. Designer's Permit #-864

                 Designer's Business
                 Address:-6        Baymeadow Dr.         Nashua,    NH        03063


                 Designer's Phone Number: 889-4357


           2.    Lot Location:
                  City/Town: Seabrook Lot# 46C    Tax Map#   13
                  Street: 279 Walton Rd.   Subdivision Name:


           3.    Type of Use (check all that apply):
                  Residential:-X  (if yes, Single-X- Multi-family_ # of bedrooms-4-
                                   Seasonal Use     Year-round Use@@)
                  Commercial:     (if yes, Seasonal Use  Year-round Use-)

                  Industrial:


                 Brief Description of Property and
                 Structures:


                 Well maintained home, shed on property. Water damage to sill; 18000 Sq. Ft.
                 lot, 30% in marsh.

           4.    Is the structure Occupied? Yes-X    No
                 If yes, how long?       Years:-30-  Months

           B. Present Sewage Disposal System

           1.    Does the property currently have an on-site sewage disposal system?
                 Yes-X- No

           2.    Does the property use a Community Septic System (one that services 2 or more
                 households)?
                 Yes      No:-X






                                                 A









              3.      Does system have a septic tank? Yes-X    -    No
                      If yes, is it: Concrete-X- or         Steel

              4.      What is the capacity of the septic tank?   1000 (gallons)

              5.      Does your system have an effluent disposal area?
                      Yes X      No


              6.      Is the sewage disposal system state approved? Yes- No-X-

              7.      What is the age of the system? Years-7-             Months

              8.      If a state copy of the septic design plan and construction and operational approval is,
                      available, please attach.
              9.      Supply an 8 1/2" X I V sketch map drawn to scale or with dimensions showing:

                             lot with approximate location of property lines
                             structures (in-ground pools, garages, sheds, buildings with foundations, etc.)
                             location of highest observable tide (i.e. the furthest landward limit of tidal flow
                             which can be recognized by indicators such as the presence of a strand line of
                             flotsam and debris, the landward margin of salt tolerant vegetation, or a physical
                             barrier that blocks further flow of the tide.)
                             location of septic tank and effluent disposal area
                             approximate locations of abutters' septic systems and wells within 75' well radius

                      Also include:


                             type of system
                             age of system

              C.      Lot Characteristics (determined through field evaluation):

              1.      Date of Field Evaluation:       10/19/94


              2.      Lot size:_18,000 Sq.Ft._ (in acres or square feet) based on deed             tax map-X_,
                      survey_, or other

              3.      Provide a cross-sectional sketch of elevations from the effluent disposal area to the
                      highest observable tide. Provide elevations at 10 foot horizontal intervals.







                                                               2








               4.     Site Loading Capacity (calculated in gallons/day):           363

               5.     Water Supply:
                             Well on Lot? Yes               No_X_
                             Water supply off lot?          Yes_X_         No

               6.     What is the proximity (in feet) of the effluent disposal area to poorly drained or very
                      poorly drained soils (Hydric B or Hydric A)?

                      _50+/-ft. to poorly drained soils
                             ft. to very poorly drained soils

               7.     Is system raised by fill or in-ground in natural receiving soils'? -Raised-

               8.     Does surface runoff affect the effluent disposal area?
                      Yes- Nq_X_

               9a.    Provide a representative profile description and the soil series name (if known) of the
                      soils in the area of and down gradient of the system.
                      0-5" 7.5YR 3/2 Sandy Loam fill; granular, friable; cfr
                      5-12" 10YR 4/3 sandy fill; loose; single grain
                      12-15" IOYR 2/1 sandy loam; massive; friable
                      15-40+" 10YR 3/1 sandy loam; massive, friable, sat. to 18"
                                                 Udorthents, wet substratum

               9b.    Provide a representative profile description and the soil series name (if known) of the
                      soils immediately up gradient of the system.

                      0-16" 10YR 2/2 sandy loam fill; granular; friable; cfr
                      16-27" IOYR 5/4 loamy sand fill; friable; granular
                      27-40" + IOYR 2/1 sandy loam; massive; friable; saturated
                                                 Udorthents, wet substratum

               10.    Indicate the depth and evidence in soil morphology used to determine the seasonal high
                      water table between the septic system and surface waters (i.e. depth to restrictive layers,
                      texture, structure, matrix colors using Munsell notations, redoximorphic features or
                      evidence of wetness in the soil morphology.):

                      Area between test holes was fill over poorly drained soil, chroma I matrix below
                      fill and saturated within 12" below fill








                                                                3









             11.    Do livestock frequent the vicinity of the effluent disposal area?
                    Yes- No_X_

             12.    Is heavy equipment used in vicinity of the effluent disposal area?
                    Yes- No_X_

             13     How often is the septic tank pumped? ?_

             14.    Does residence have any of the following:
                           Dishwasher: Yes         No  X
                           On-site laundry/washing machIne: Yes_X_ No
                           Low flow plumbing fixtures: Yes   -X-   No
                           Garbage Disposal: Yes  -      No_X_
                           Separate plumbing system for grey water: Yes         No_X_
                           Water Treatment System: Yes   -      No_X_
                           Sump Pump: Yes          No_X_ (has foundation drains)

             15.    a).    Designer's Assessment of the site's capability to adequately treat wastewater:

                           The site is currently overloaded based upon soil limitations and
                           of bedrooms.


                    b).    Designer's Assessment of the current system's capability to treat wastewater under
                           existing and proposed conditions-

                           The system was replaced 7 years ago and appears to be working
                           adequately. The limited number of occupants (2, usually) appears
                           to account for this in part.

















                                                           4











                THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE SELLER(S)

             The undersigned certify that I/we am/are the present owner(s) of the property assessed and
             that I/we have reviewed the Site Assessment Form, and ftwffier certify that all information
             provided by me/us to the Designer is true and correct to the best of my/our knowledge and
             belief.


             Seller:                                                      Date:


             Seller:                                                      Date:



                THE STATEMENT BELOW           MUST BE SIGNED AND DATED BY THE DESIGNE


             1, the undersigned, certify that I believe this assessment, as based on state laws and
             administrative rules, is accurate, complete and not misleading, and that information provided
             by me is true and correct to the best of my knowledge and belief, and that to the extent that
             the assessment is based on information provided to me by others, that I believe the
             information is true and correct.


             Designer:                                                      Date:


                 THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE BUYEM

             The undersigned certify that I/we have reviewed this Site Assessment Form and understand
             the information contained herein and that we have received a copy of this Site Assessment
             Form.


             Buyer:                                                          Date:

             Buyer:                                                          Date:




             Completed assessment form distribution:

             Original with listing, then to Buyer
             One copy to Designer
             One copy to WSPCD










            LOT AREA        18,000 SQ.FT.                                              +qt2
                                                                                         2,1








                                65' I*ochfiold




                                                               3.8




                                                                         IGHEST OBS TIDE
                                                                                   (VEGETATION)





                                           7
                                           96.5

                                                                    STONr WALL



         P.







                                                                         LEGEND:

                                                                         PROPERTY BOUNDARY (APPROX.)


                                                                         STRUCTURE


                                                                         EFIFLUENT DISPOSAL AREA (EDA)

                                                  +0                     WETLAND EDGE


                                                                       OWNER: HUBERT, I          & A.
                                                                       MAP# 13 LOT# A6C
                                                                        ADDRESS: 279 WALTON RD.
                                                                          OCTOBER, 19914
      NOTE: BOUNDARIES AND                                          ELKIND ENVIRONMENTAL ASSOCIATES, INC.
                                                                                       "MRADOW DR.'
                            ,@#0116 5


      OTHER DETAILS DEPICTED                       ff
      ON THE PLAN ARE ONLY          SCALE 1               30         EEA               NASHUA,NEW HAWSHIRE 03G63
      APPROXIMATE AND CARE                                                             (603)"9-4357
      SHOULD BE EXERCIZED IN
      THEIR USEI                                                      ENGINEERING      PERMITTING     CONSULTING






































                                                                                      HUBER r, J
                                                                                      279 WALTON RD.



                    REL A TIVE
                    El EVA TION
                    IN FEET         98-
                                    96-
                                   94-





                                     0       70      20     30      40     so       60     70     80      90

                                                    CROSS SECTION FROM EDA TO      HIGHEST OBS. TIDE

                                                         (0 REPRESENTS EDGE OF EDA
                                                         CLOSEST TO HIGHEST OBS, TIDE)





                                                                         SCALE I' HORIZONTAL - 20 FT.
                                                                                I' VERTICAL    2 FT.










                               rIDAL WATERS SITE ASSESSMENT FORM
                                      DRAFT - September 28, 1994

            Locke Family Tr.

            A. Prope qy

            1.    Designer's Name:-Elkind Environmental Assoc., Inc. Designer's Permit #-864

                  Designer's Business
                  Address:-6         Baymeadow Dr.         Nashua,     NH        03063


                  Designer's Phone Number: 889-4357

            2.    Lot Location:
                   City/Town: Seabrook Lot# 70 Tax Map# 13
                   Street: 41 Causeway St.   Subdivision Name:

            3.    Type of Use (check all that apply):
                   Residential:-X_ (if yes, Single-X   Multi-family_ # of bedrooms 3
                                     Seasonal Use     Year-round Use-X_)
                   Commercial:      (if yes, Seasonal Use   Year-round Use_)

                   Industrial:


                  Brief Description of Property and
                  Structures:


                  Well maintainted home on 40,000 Sq. Ft.; Workshop on property. Family in the
                  plumbing business.

            4.    Is the structure Occupied? Yes X      No
                                              a-r T
                  If yes, how long'?       Ye s:- 7-    Months

            B. Present Sewage Disposal System

            1.    Does the property currently have an on-site sewage disposal system?
                  Yes-X- No

            2.    Does the property use a Community Septic System (one that services 2 or more
                  households)?
                  Yes- No:-X-






                                                   B









              3.      Does system have a septic tank? Yes-X- No
                      If yes, is it: Concrete-X- or          Steel

              4.      What is the capacity of the septic tank?      500? (gallons)

              5.      Does your system have an effluent disposal area?
                      Yes  X     No


              6.      Is the sewage disposal system state approved'? Yes- No-X-

              7.      What is the age of the system? Years-37 Months

              8.      If a state copy of the septic design plan and construction and operational approval is
                      available, please attach.
              9.      Supply an 8 1/2" X I I" sketch map drawn to scale or with dimensions showing:

                             lot with approximate location of property lines
                             structures (in-ground pools, garages, sheds, buildings with foundations, etc.)
                             location of highest observable tide (i.e. the furthest landward limit of tidal flow
                             which can be recognized by indicators such as the presence of a strand line of
                             flotsam and debris, the landward margin of salt tolerant vegetation, or a physical
                             barrier that blocks further flow of the tide.)
                             location of septic tank and effluent disposal area
                             approximate locations of abutters' septic systems and wells within 75' well radius

                      Also include:


                             type of system
                             age of system

              C-      Lot Characteristics (determined through field evaluation):

              1.      Date of Field Evaluation:      10/19/94


              2.      Lot size:    40,000 Sq.Ft.- (in acres or square feet) based on deed           tax map-X_,
                      survey_, or other

              3.      Provide a cross-sectional sketch of elevations from the effluent disposal area to the
                      highest observable tide. Provide elevations at 10 foot horizontal intervals.






                                                                2








              4.      Q'f Loading Capacity (calculated in gallons/day):         1664
                      @fle


              5.      Water Supply:
                             Well on Lot? Yes              No   X-
                             Water supply off lot?         Yes-X-          No

              6.      What is the proximity (in feet) of the effluent disposal area to poorly drained or very
                      poorly drained soils (Hydric B or Hydric A)?

                      -60+/-ft. to poorly drained soils
                             ft. to very poorly drained soils

              7.      Is system raised by fill or in-ground in natural receiving soils? _in-ground

              8.      Does surface runoff affect the effluent disposal area?
                      Yes- No-X-

              9a.     Provide a representative profile description and the soil series name (if known) of the
                      soils in the area of and down gradient of the system.

                      0-12" 10YR 3/2 sandy loam; granular; friable; cfr
                      12-30" IOYR 6/8 loamy sand; granular; friable
                      30-36" 10YR 3/6 fine sand, granular; friable w/ IOYR 3/2 mottles
                      36-40" + 10YR 5/4 fine sand; granular, friable; mottled

                                                   Series Name: Deerfield
              9b.     Provide a representative profile description and the soil series name (if known) of the
                      soils immediately up gradient of the system.

                      0-12" 10YR 2/2 sandy loam, friable, granular, cfr
                      12-30" 7.5YR 3/2 loamy sand; granular; friable
                      30-40" + IOYR 4/3 loamy sand to sand; granular; friable
                                                    Series Name: Windsor


              10.     Indicate the depth and evidence in soil morphology used to determine the seasonal high
                      water table between the septic system and surface waters (i.e. depth to restrictive layers,
                      texture, structure, matrix colors using Munsell notations, redoximorphic features or
                      evidence of wetness in the soil morphology.):

                      Downgradient water table of 30" based upon redox iron depletions noted at that
                      depth and lower.





                                                               3









            11.   Do livestock frequent the vicinity of the effluent disposal area'?
                  Yes- No_X_

            12.   Is heavy equipment used in vicinity of the effluent disposal area'?
                  Yes- No_X_

            13    How often is the septic tank pumped?    once in 10 years

            14.   Does residence have any of the following:
                         Dishwasher: Yes    X No
                         On-site laundry/washing machine: Yes   -X - No
                         Low flow plumbing fixtures: Yes  -X -   No
                         Garbage Disposal: Yes  -X -   No
                         Separate plumbing system for grey water: Yes -X -   No
                         Water Treatment System: Yes    -_   No  -X
                         Sump Pump: Yes          No_:@

            15.   a).    Designer's Assessment of the site's capability to adequately treat wastewater:

                         The site has characteristics to be able to adequately treat the
                         wasteload generated.

                  b).    Designer's Assessment of the current system's capability to treat wastewater under
                         existing and proposed conditions:

                         There is no visible evidence of failure. The system has historically
                         worked well. The bed bottom is close to the water table and
                         treatment capability is limited.

















                                                        4









                THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE SELLER(S)

              The undersigned certify that I/we am/are the present owner(s) of the property assessed and
              that I/we have reviewed the Site Assessment Form, and further certify that all information
              provided by me/us to the Designer is true and correct to the best of my/our knowledge and
              belief.


              Seller:                                                     Date:


              Seller:                                                     Date:



                THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE DESIGNER


              1, the undersigned, certify that I believe this assessment, as based on state laws and
              administrative rules, is accurate, complete and not misleading, and that information provided
              by me is true and correct to the best of my knowledge and belief, and that to the extent that
              the assessment is based on information provided to me by others, that I believe the
              information is true and correct.


              Designer:                                                     Date:


                 THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE BUYERUS

              The undersigned certify that I/we have reviewed this Site Assessment Form and understand
              the information contained herein and that we have received a copy of this Site Assessment
              Form.


              Buyer:                                                         Date:

              Buyer:                                                         Date:






              Completed assessment form distribution:

              Original with listing, then to Buyer
              One copy to Designer
              One copy to WSPCD



                                                            5







                                      IAREA            40.000 SQ.FT. -/-I
                                                      H I GHEST OBS. TLDE-@@                  V E G E TAT I ON I
                           +20


                                       95.56



                                                                                 8. 19                                    0

                                                                         9 @ry wel I
                                                                                                  99.
                  23            2
                  94.22                                                                                                            101.5

                                                                          8
                                                                          00.



                                                                                                                                                             102.3


                                                                                    :
                                                                                     5
                                                                                     01.86





                                                                                                                  +; 2, TH
                                                                         01.18                                       0 .12.1







                                                                                                                     1. @7/701311
                                                                                                                ,a)-04

                                                                                              .0                                                         16
                                                                                                                                                          102.41
                                                                                                     100.1

                                                                                99-53                  CAUSEWAY ST.




                                       PC


          LEGEND:                                                         SCALE 1                            40'

          PROPERTY BOUNDARY (APPROX.)
          STRUCTURE                                                                                             OWNER: LOCKE, E.
          EFFLUENT DISPOSAL AREA (EDA)                                                                          MAP# 13 LOT# 70
          WETLAND EDGE                                                                                          ADDRESS: Al CAUSEWAY ST.
                                                                                                                        OCTOBER, 1994
          NOTE: BOUNDARIES AND                                                                              ELKIND ENVIRONMENTAL ASSOCIATES, INC.
            THER DETAILS DEPICTED                                                                                                         6 BAYMEADOW DR.
          ON THE PLAN ARE ONLY                                                                                                            NASHIJA, NEW HAMPSHIRE 03063
                                                                                                   7
















          0                                                                                                     EEA
          APPROXIMATE AND CARE
          SHOULD BE EXERCIZED IN                                                                                                          (603) 989-4357
          THEIR USEI                                                                                            ENGINEERING                PERMITTING            CONSULTING


























                                                700-                           LOCKE FAMILY TRUST
                                                                               47 CAUSEWAY ST.








                                                 P8-







                                 REL A TIVE
                                 ELEVA TION      9d-
                                 IN FEE T






                                                94---               -F-
                                                    0       lo      20     30      40       50       60

                                                     CROSS-SECTION FROM EDA TO HIGHEST OBS. TIDE

                                                            (0 REPRESENTS EDGE OF EDA
                                                            CLOSEST TO HIGHEST OBS. TIDE)

                                                            SCALE I' HORIZONTAL = 20 FT.
                                                                    I' VERTICAL     2 FT.










                                   TIDPIL WATERS SITE ASSESSMENT FORM
                                            DRAFT - September 28, 1994

              Owner: Locke, R-

              A- Propejjy

              1.     Designer's Name:-Elkind Environmental Assoc., Inc. Designer's Permit #-864

                     Designer's Business
                     Address:-6           Baymeadow Dr.              Nashua,      NH         03063


                     Designer's Phone Number: 889-4357

              2.     Lot Location:
                      City/Town: Seabrook Lot# 84          Tax Map#  -13
                      Street: 138 Farm Lane                 Subdivision Name:


              3.     Type of Use (check all that apply):
                      Residential:-X_ (if yes, Single-X        Multi-family_ # of bedrooms 3
                                           Seasonal Use       Year-round Use-X__)
                      Commercial:        (if yes, Seasonal Use       Year-round Use____)

                      Industrial:


                     Brief Description of Property and
                     Structures:


                     3 bedroom year-round home with garage and barn on I acre
                     Good Condition


              4.     Is the structure Occupied?   Yes  -X       No
                     If yes, how long?            Years: 17-    Months

              B- Present Sewage Disposal System

              1.     Does the property currently have an on-site sewage disposal system?
                     Yes-X-       No

              2.     Does the property use a Community Septic System (one that services 2 or more
                     households)?
                     Yes        No:-X-






                                                           C









               3.     Does system have a septic tank? Yes-X- No
                      If yes, is it: Concrete-X- or         Steel

               4.     What is the capacity of the septic tank? 1000 (gallons)

               5.     Does your system have an effluent disposal area?
                      Yes-X- No

               6.     Is the sewage dis posal system state approved'? Yes-?- No-

               7.     What is the age of the system? Years-17-             Months

               8.     If a state copy of the septic design plan and construction and operational approval is
                      available, please attach.
               9.     Supply an 8 1/2 " X I I" -sketch map drawn to scale or with dimensions showing:

                              lot with approximate location of property lines
                              structures (in-ground pools, garages, sheds, buildings with foundations, etc.)
                              location of highest observable tide (i.e. the furthest landward limit of tidal flow
                              which can be recognized by indicators such as the presence of a strand line of
                              flotsam and debris, the landward margin of salt tolerant vegetation, or a physical
                              barrier that blocks further flow of the tide.)
                              location of septic tank and effluent disposal area
                              approximate locations of abutters' septic systems and wells within 75' well radius

                      Also include:


                              type of system
                              age of system

               C.     Lot Characteristics (determined through field evaluation):

               1.     Date of Field Evaluation:      10/21/94


               2.     Lot size:-40,000 Sq. Ft.        (in acres or square feet) based on deed_, tax map_X_,
                      survey_, or other

               3.     Provide a cross-sectional sketch of elevations from the effluent disposal area to the
                      highest observable tide. Provide elevations at 10 foot horizontal intervals.






                                                               2








              4.      Site Loading Capacity (calculated in allons/day):                1300
                                  b                         9

              5.      Water Supply:
                             Well on Lot? Yes               No_X_
                             Water supply off lot?          Yes_X_         No

              6.      What is the proximity (in feet) of the effluent disposal area to poorly drained or very
                      poorly drained soils (Hydric B or Hydric A)?

                      _50-ft. to poorly drained soils
                             ft. to very poorly drained soils

              7.      Is system raised by fill or in-ground in natural receiving soils? -raised-

              8.      Does surface runoff affect the effluent disposal area?
                      Yes- No_X_

              9a.     Provide a representative profile description and the soil series name (if known) of the
                      soils in the area of and down gradient of the system.

                      0-6" IOYR 3/2 sandy loam; granular; friable - CFR
                      6-16" IOYR 4/3 sandy loam; gran.; friable
                      16-24" IOYR 3/2 sandy loam; gran.; friable
                      24-40 + " I OYR 5 A sandy loam, granular, friable
                                                    Udorthents, smoothed

              9b.     Provide a representative profile description and the soil series name (if known) of the
                      soils immediately up gradient of the system.
                      0-8" IOYR 3/2 sandy loam; granular; friable; cfr
                      8-19" IOYR 4/4 sandy loam; granular; friable;
                      19" Refusal
                                                             Hollis
                      THO 0-8" IOYR 3/2 sandy loam; gran.; friable, mfr
                      8-36" IOYR 4/4 to 5/6 sandy loam; gran, friable
                      36-40" IOYR 6/8 loamy sand to sand; single grain; v. friable
                                                            Canton
              10.     Indicate the depth and evidence in soil morphology used to determine the seasonal high
                      water table between the septic system and surface waters (i.e. depth to restrictive layers,
                      texture, structure, matrix colors using Munsell notations, redoximorphic features or
                      evidence of wetness in the soil morphology.):

                      None observed in top 40"; 50 ft. to north is a cattail wetland. Surface water
                      elevation is about 6 ft. below finish grade above EDA.



                                                               3









             11.    Do livestock frequent the vicinity of the effluent disposal area'?
                    Yes- No_X_

             12.    Is heavy equipment used in vicinity of the effluent disposal area?
                    Yes- No_X_

             13     How often is the septic tank pumped'? _2-3 years

             14.    Does residence have any of the following:
                           Dishwasher: Yes       No  X
                           On-site laundry/washing machTin-e: Yes_X_ No       (into sep. drywell)
                           Low flow plumbing fixtures: Yes -     No_X_
                           Garbage Disposal: Yes -     No_X_
                           Separate plumbing system for grey water: Yes X    No
                           Water Treatment System: Yes -      No_X_
                           Sump Pump: Yes         No_X_

             15.    a).    Designer's Assessment of the site's capability to adequately treat wastewater:

                         The site is more than adequate to handle and treat wastewater

                    b).    Designer's Assessment of the current system's capability to treat wastewater under
                           existing and proposed conditions:

                           The system appears to be adequately handling existing loading.




















                                                         4










                THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE SELLER(S)

              The undersigned certify that I/we am/are the present owner(s) of the property assessed and
              that I/we have reviewed the Site Assessment Form, and further certify that all information
              provided by me/us to the Designer is true and correct to the best of my/our knowledge and
              belief.


              Seller:                                                     Date:


              Seller:                                                     Date:



                THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE DESIGNER


              1, the undersigned, certify that I believe this assessment, as based on state laws and
              administrative rules, is accurate, complete and not misleading, and that information provided
              by me is true and correct to the best of my knowledge and belief, and that to the extent that
              the assessment is based on information provided to me by others, that I believe the
              information is true and correct.


              Designer:                                                     Date



                 THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE BUYER US

              The undersigned certify that I/we have reviewed this Site Assessment Form and understand
              the information contained herein and that we have received a copy of this Site Assessment
              Form.


              Buyer:                                                         Date:

              Buyer:                                                         Date:




              Completed assessment form distribution:

              Original with listing, then to Buyer
              One copy to Designer
              One copy to WSPCD










                        AREA                    40,400 SQ.FT.
















                                                                              06.14
                                                                                                              +114
                                                                                                                04.7S





                                                                                           I-h I I.,




                                                                        -PI0'6.2.                                 100,95 -F               51c 1.72
                                                                                                                                      t    _A
                                                                                                                                             103.19
                                                                                                                              IDS.
                                                                                                                       .D@ 7, K-



                                                                                                                 +7.06.64           -41



                                                                                                                                               <














                                                                                                                     OWNER: LOCKE, R.
                                            SCALE 1"                           50'                                   MAP# 13 LOT# 84
                                                                                                                      ADDRESS: 138 FARM LANE
                                                          LEGEND:                                                         OCTOBER., 1994
          NOTE: BOUNDARIES AND                            PROPERTY BOUNDARY (APPROX.)                         ELKIND      ENVIRONMENTAL ASSOCIATES, INC.
          OTHER DETAILS DEPICTED                          STRUCTURE                                                                         6 BAYMEADOW DR.
          ON THE PLAN ARE ONLY                            EFFLUENT DISPOSAL AREA (EDA)                          EEA                         NASHUA, NEW HAMPSHIRE 03063
          APPROXIMATE AND CARE                                                                                                              (603) "9-43S7
          SHOULD BE EXERCIZED IN                          WETLAND EDGE
          THEIR USEI                                                                                             ENGINEERING                 PERMITTING             CONSULTING










                                                                     L 0 C1(E, P.
                                                                     738 FARM LANE



                   REL A TI VE     706-
                                   70,@-
                   El EVA TION     702-
                   IN FEE T        700-

                                       0         70         20       30         do        so

                                     cRoss-SECTION FROM EDA TO NEAREST                    WET A REA

                                          @O REPRESENTS EDGE OF EDA
                                          CLOSEST TO WET AREA - MARSH >                   200 FTJ



                                                 SCALE I" HORIZONTAL = 70 FT
                                                            I" VERTICAL = 10 FT.










                                   TIDAL WATERS SITE ASSESSMENT FORM
                                             DRAFT - September 28, 1994

               A- Property

               Owner: Bakutis, M

               1.     Designer's Name:-Elkind Environmental Assoc., Inc. Designer's Permit #-864

                      Designer's Business
                      Address:-6           Baymeadow Dr.             Nashua,       NH        03063


                      Designer's Phone Number: 889-4357

               2.     Lot Location:
                       City/Town: Seabrook Lot# 29-50 Tax Map# 12
                       Street: 14 Kimberly Dr. Subdivision Name:

               3.     Type of Use (check all that apply):
                       Residential:-X_ (if yes, Single  - X     Multi-family_ # of bedrooms 2
                                           Seasonal Use        Year-round Use-X-)
                       Commercial:        (if yes, Seasonal Use      Year-round Use___)

                       Industrial:


                      Brief Description of Property and
                      Structures: Two - 2 Bedroom units on lot; Built 1987





               4.     Is the structure Occupied?   Yes -X        No
                      If yes, how long?            Years:-7-     Months

               B. Present Sewage Disposal System

               1.     Does the property currently have an on-site sewage disposal system?
                      Yes-X- No

               2.     Does the property use a Community Septic System (one that services 2 or more
                      households)?
                      Yes- No:-X-





                                                            D









              3.      Doess system have a septic tank? Yes-X- No
                      If yes, is it: Concrete-X- or         Steel

              4.      What is the capacity of the septic tank? 1000 (gallons)

              5.      Does your system have an effluent disposal area?
                      Yes  X     No


              6.      Is the sewage disposal system state approved'? Yes-X- No

              7.      What is the age of the system? Years-7-             Months

              8.      If a state copy of the septic design plan and construction and operational approval is.
                      available, please attach.

              9.      Supply an 8 1/2 " X 11 " sketch map drawn to scale or with dimensions showing:

                             lot with approximate location of property lines
                             structures (in-ground pools, garages, sheds, buildings with foundations, etc.)
                             location of highest observable fide (i.e. the furthest landward limit of tidal flow
                             which can be recognized by indicators such as the presence of a strand line of
                             flotsam and debris, the landward margin of salt tolerant vegetation, or a physical
                             barrier that blocks further flow of the tide.)
                             location of septic tank and effluent disposal area
                             approximate locations of abutters' septic systems and wells within 75' well radius

                      Also include:


                             type of system
                             age of system

              C.      Lot Characteristics (determined through field evaluation):

              I .     Date of Field Evaluation:     10/21/94


              2.      Lot size:_32,000 Sq. Ft._ (in acres or square feet) based on deed-, tax map-,
                      survey_, or other       Septic Plan_)

              3.      Provide a cross-sectional sketch of elevations from the effluent disposal area to the
                      highest observable tide. Provide elevations at 10 foot horizontal intervals.





                                                               2








               4.     Site Loading Capacity (calculated in gallons/day):        816

               5.     Water Supply:
                             Well on Lot? Yes               No_X_
                             Water supply off lot?          Yes_X_         No

               6.     What is the proximity (in feet) of the effluent disposal area to poorly drained or very
                      poorly drained soils (Hydric B or Hydric A)?

                      > 100-ft. to poorly drained soils
                             ft. to very poorly drained soils

               7.     Is system raised by fill or in-ground in natural receiving soils? -raised

               8.     Does surface runoff affect the effluent disposal area?
                      Yes- No_X_

               9a.    Provide a representative profile description and the soil series name (if known) of the
                      soils in the area of and down gradient of the system.

                      0-5" IOYR 3/3 sandy loam; granular, friable, common roots
                      5-26" IOYR 5/8 loamy sand; granular; friable
                      26-40"+ IOYR 6/3 sand; loose; single grained; with IOYR 6/2 and 4/6 mottles
                                                           Deerfield


               9b.    Provide a representative profile description and the soil series name (if known) of the
                      soils immediately up gradient of the system.

                      0-15" Mixed Fill
                      15"-24" 10YR 5/4 sandy loam; granular
                      24"-40" IOYR 6/6 sand; loose; single grain
                                                     Udorthents Smoothed


               10.    Indicate the depth and evidence in soil morphology used to determine the seasonal high
                      water table between the septic system and surface waters (i.e. depth to restrictive layers,
                      texture, structure, matrix colors using Munsell notations, redoximorphic features or
                      evidence of wetness in the soil morphology.):

                      Estimated seasonal high below 26 inches of original surface evidenced by non-
                      cemented redox concentrations and redox iron depletions.






                                                                3









        11.  Do livestock frequent the vicinity of the effluent disposal area?
             Yes- No-X-

        12.  Is heavy equipment used in vicinity of the effluent disposal area?
             Yes_ No-X-

        13   How often is the septic tank pumped? _2 yrs.

        14.  Does residence have any of the following:
                  Dishwasher: YesXNo
                  On-site laundry/washing machine: Yes-X- No
                  Low flow plumbing fixtures: Yes-No
                  Garbage Disposal: Yes-X- No
                  Separate plumbing system for grey water: Yes No-X-
                  Water Treatment System: Yes- No-x-
                  Sump Pump: Yes-X- No-

        15.  a).  Designer's Assessment of the site's capability to adequately treat wastewater:

                  The site appears adequate to handle existing waste load.


             b).  Designer's Assessment of the current system's capability to treat wastewater under
                  existing and proposed conditions:


                  The system appears to be working well. No outward signs of
                  failure.























                                       4









                THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE SELLER(S)

              The undersigned certify that I/we am/are the present owner(s) of the. property assessed and
              that I/we have reviewed the Site Assessment Form, and further certify that all information
              provided by me/us to the Designer is true and correct to the best of my/our knowledge and
              belief.


              Seller:                                                     Date:


              Seller:                                                      Date:



                THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE DESIGNER


              1, the undersigned, certify that I believe this assessment, as based on state laws and
              administrative rules, is accurate, complete and not misleading, and that information provided
              by me is true and correct to the best of my knowledge and belief, and that to the extent that
              the assessment is based on information provided to me by others, that I believe the
              information is true and correct.


              Designer:                                                     Date:


                 THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE BUYER US

              The undersigned certify that I/we have reviewed -this Site Assessment Form and understand
              the information contained herein and that we have received a copy of this Site Assessment
              Form.


              Buyer:                                                         Date:

              Buyer:                                                         Date:






              Completed assessment form distribution:

              Original with listing, then to Buyer
              One copy to Designer
              One copy to WSPCD








              JAREA                  32,000 SQ.FT.











                                             KIMMERLY DR.




                                                                                                                       + 14.48



                                                                                              20.37




                                                           10
                                                           20.28
                                                                       20.15
                                                     016
                                                                                 JEDA
                                                6              20.4
                                  20.19                                  EDA
                                   7.57                                                   +12
                                                                                             4.57
                                                                                     _u roT i s f-in9 BM
                                                                                      m   7





                                                                                    HIGHE5T 0135. TIDE
         LEGEND:                                                                         (VEGETATION)

         PROPERTY BOUNDARY (APPROX.)
         STRUCTURE                                                                                         OWNER: BAKUTIS, M.
                                                                                                           MAP# 12 LOT# 29-50
         EFFLUENT DISPOSAL AREA (EDA)                                                                      ADDRESS: 14 KIMBERLY DR.
         WETLAND EDGE                                                                                             OCTOBER,                     199,4
         NOTE: BOUNDARIES AND                                                                        ELKIND ENVIRONMENTAL ASSOCIATES, INC.
         OTHER DETAILS DEPICTED                                                                                                  6 BAYMEADOW DR-
         ON THE PLAN ARE ONLY                        SCALE 1                           50               EEA                      NASHUA, NEW HAMFSHIRE 03063
         APPROXIMATE AND CARE                                                                                                    (603) 899-4357
         SHOULD BE EXERCIZED IN
         THEIR USEI                                                                                      ENGINEERING              PERMITTING           CONSULTING










                                                                                                  StMOV VeWA7JVT


                                                                                                                                            rp
                     A' 4eXYr

                                                                                                                                        pr







                                                                                                                                 zav







                                                             zwz a@ Aor,
                                                                                                        -9WZZ /qfAerv I
                                                                                                     V   .,OWzzow I


                                                                                                          AD,"





                                               Ap@                   "_frAejd;, Y, r
                                               Al.                                                                       ARMF


                                                                        1v                 At

                                                            z aT !@'

























                                                                                              BAKUTIS, M.
                                                                                              14 KIMBERL Y OR.



                         REL A UVE
                         EIEVA TION
                         IN FEE r



                                        10-





                                          0      10      20     30     40     50       d 0   70      80     Po      loo    110     120     130    740

                                                                            C,?OSS-SECTION FROM EDA TO HIGHEST OBS. TIDE

                                                                                10 REPRESENTS EDGE OF EDA
                                                                                 CLOSEST TO HIGHEST OBS. TIDE]


                                                                                   SCALE P HORIZONTAL - 20 FT.
                                                                                           P VERTICAL = 20 FT










                              TIDAL WATERS SITE ASSESSMENT FORM
                                      DRAFT - September 28, 1994

            A. Property

            Owner: Bakutis, M

            1.    Designer's Name:-Elkind Environmental Assoc., Inc. Designer's Permit #-864

                  Designer's Business
                  Address:-6        Baymeadow Dr.          Nashua,     NH       03063


                  Designer's Phone Number: 889-4357

            2.    Lot Location:
                   City/Town: Seabrook Lot# 29-50 Tax Map# 12
                   Street: 16 Kimberly Dr. Subdivision Name:

            3.    Type of Use (check all that apply):
                   Residential:-X   (if yes, Single_X_ Multi-family_ # of bedrooms 2
                                     Seasonal Use     Year-round Use X_)
                   Commercial:      (if yes, Seasonal Use  Year-round Use-)

                   Industrial:


                  Brief Description of Property and
                  Structures: Two - 2, Bedroom units on lot; Built 1987






            4.    Is the structure Occupied? Yes-X      No
                  if yes, how long?        Years:-7-    Months

            B. Present Sewage Disposal System

            1.    Does the property currently have an on-site sewage disposal system?
                  Yes-X- No

            2.    Does the property use a Community Septic System (one that services 2 or more
                  households)?
                  Yes- No:-X-









               3.     Does system have a septic tank? Yes-X     -    No
                      If yes, is it: Concrete-X- or          Steel

               4.     What is the capacity of the septic tank?    1000 (gallons)

               5.     Does your system have an effluent disposal area?
                      Yes  X     No


               6.     Is the sewage disposal system state approved'? Yes-X- No

               7.     What is the age of the system? Years-7-              Months

               8.     If a state copy of the septic design plan and construction and operational approval is
                      available, please attach.

               9.     Supply an 8 1/2" X I I" sketch map drawn to scale or with dimensions showing:

                              lot with approximate location of property lines
                              structures (in-ground pools, garages, sheds, buildings with foundations, etc.)
                              location of highest observable tide (i.e. the furthest landward limit of tidal flow
                              which can be recognized by indicators such as the presence of a strand line of
                              flotsam and debris, the landward margin of salt tolerant vegetation, or a physical
                              barrier that blocks further flow of the tide.)
                              location of septic tank and effluent disposal area
                              approximate locations of abutters' septic systems and wells within 75' well radius

                      Also include:


                              type of system
                              age of system

               C.     Lot Characteristics (determined through field evaluation):

               1.     Date of Field Evaluation:      10/21/94


               2.     Lot size:    32,000 Sq. Ft._ (in acres or square feet) based on deed_, tax map_,
                      survey     , or other    Septic Plan_)

               3.     Provide a cross-sectional sketch of elevations from the effluent disposal area to the
                      highest observable tide. Provide elevations at 10 foot hofizontal intervals.





                                                                2








               4.     Si1.1- Loadina Capacity (calculated in gallons/day):       816

               5.     Water Supply:
                              Well on Lot? Yes              No_X_
                             Water supply off lot?          Yes_X_         No

               6.     What is the proximity (in feet) of the effluent disposal area to poorly drained or very
                      poorly drained soils (Hydric B or Hydric A)?

                      > 100-ft. to poorly drained soils
                              ft. to very poorly drained soils

               7.     Is system raised by fill or in-ground in natural receiving soils? -raised

               8.     Does surface runoff affect the effluent disposal area?
                      Yes- No_X_

               9a.    Provide a representative profile description and the soil series name (if known) of the
                      soils in the area of and down gradient of the system.

                      0-5" IOYR 3/3 sandy loam; granular, friable, common roots
                      5-26" 10YR 5/8 loamy sand; granular; friable
                      26-40 " + 1 OYR 6/3 sand; loose; single grained; with I OYR 6/2 and 4/6 mottles
                                                           Deerfield


               9b.    Provide a representative profile description and the soil series name (if known) of the
                      soils immediately up gradient of the system.

                      0-15" Mixed Fill
                      15"-24" 10YR 5/4 sandy loam; granular
                      24"-40" IOYR 6/6 sand; loose; single grain
                                                     Udorthents Smoothed


               10.    Indicate the depth and evidence in soil morphology used to determine the seasonal high
                      water table between the septic system and surface waters (i.e. depth to restrictive layers,
                      texture, structure, matrix colors using Munsell notations, redoximorphic features or
                      evidence of wetness in the soil morphology.):

                      Estimated seasonal high below 26 inches of original surface evidenced by non-
                      cemented redox concentrations and redox iron depletions.






                                                                3









             11.   Do livestock frequent the vicinity of the effluent disposal area'?
                   Yes- No_X_

             12.   Is heavy equipment used in vicinity of the effluent disposal area?
                   Yes- No_X_

             13    How often is the septic tank pumped? _2 yrs.

             14.   Does residence have any of the following:
                          Dishwasher: Yes   X    No
                          On-site laundry/washing machine: Yes_X_ No
                          Low flow plumbing fixtures: Yes -     No
                          Garbage Disposal: Yes - X-   No
                          Separate plumbing system for grey water: Yes-      No_X_
                          Water Treatment System: Yes  -     No_X_
                          Sump Pump: Yes   -  X-  No

             15.   a).    Designer's Assessment of the site's capability to adequately treat wastewater:

                          The site appears adequate to handle existing waste load.


                   b).    Designer's Assessment of the current system's capability to treat wastewater under
                          existing and proposed conditions:


                          The system appears to be working well. No outward signs of
                          failure.









                 THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE SELLER(S)

              The undersigned certify that I/we am/are the present owner(s) of the property assessed and that
              I/we have reviewed the Site Assessment Form, and further certify that all information provided
              by me/us to the Designer is true and correct to the best of my/our knowledge and belief.

              Seller:                                                       Date:


              Seller:                                                       Date:



                 THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE DESIGNER


              1, the undersigned, certify that I believe this assessment, as based on state laws and
              administrative rules, is accurate, complete and not misleading, and that information provided
              by me is true and correct to the best of my knowledge and belief, and that to the extent that
              the assessment is based on information provided to me by others, that I believe the
              information is true and correct.


              Designer:                                                       Date:


                  THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE BUYERkS)

              The undersigned certify that I/we have reviewed this Site Assessment Form and understand
              the information contained herein and that we have received a copy of this Site Assessment
              Form.


              Buyer:                                                           Date:

              Buyer:                                                           Date:














                        LOT AREA = 32,000
















                                          K1118ERLY DR.




                                                                                                                + 14.48


                                                                                        4
                                                                          *14           20.37



                                                                                      st Co..
                                                                                    20.36

                                                                  9
                                                                  20.15


                                                                                  EDA


                                             6             20.4-r
                                20.19




                              --@7-57



                                                                                     +:2.
                                                                                        4 57
                                                                                -Ll S.ji.14.9 Ell
                                                                                 I - 7






                                                                                HIGHEST OBS. TIDE
         LEGEND:                                                                    (VEGETATION)
         PROPERTY BOUNDARY (APPROX.1                                                                  OWNER: CHASE, F. & M.
         STRUCTURE                                                                                    MAP# 12             LOT# 29-5
         EFFLUENT DISPOSAL AREA (EDA)                                                                 ADDRESS: 16 KIMBERLY DR.
         WETLAND EDGE                                                                                    OCTOBER,                   1994
         NOTE: BOUNDARIES AND                                                                   ELKIND ENVIRONMENTAL ASSOCIATES, INC.
         OTHER DETAILS DEPICTED                                                                                           6 DAYMEADOW DR. '
         ON THE PLAN ARE ONLY                     SCALE 1"                       50               EEA                     NASHUA, NEW HAMPSHIRE 03063
         APPROXIMATE AND CARE                                                                                             (603) 8891-4357
         SHOULD BE EXERCIZED IN
         THEIR USEI                                                                                ENGINEERING             PERMITTING          CONSULTING























                                                                                                                                                               Y -la 7


                                                                                                                                                        -91        dl





                                          -Za 7
                                                                                         74 Y-; W, W1, Y











                                   -W.ZS'IrY S1 aV7 Z-20a                                                                                                     71aS

                                                                     -w77-;?Oy                                 -W777017
                                                                                                            j,(2W;YY. FZW-f                                  -z-m @v -7AZ;,



                                         O.?R/           Z/



                                                                                          W77@ E9



                                                                                           .01


                                                                                                                                               5-y-?.-ev 7r -91YI477117S'

          -9M.T    16-17-IM                                 .5f
         _,v_Zw-7w-7ay
                                                                                                 LL/j
                                                                                                                                      S' -Z
                                                                                              Li"

























                                                                                         BAKUTIS, M.
                                                                                         16 KIMBERLY DR.



                     REL A rl VE
                     ELF VA NON    20
                     IN FEE r      75

                                   10-


                                   5-


                                     0       10      20    30      40     so       60    70      80     Po      700    110     120     730    140

                                                                        CROSS-SECTION FROM EDA To HIGHEST OBS.      TIDE

                                                                            tO REPRESENTS EDGE OF EDA
                                                                            CLOSEST To HIGHEST OBS. TIDE)


                                                                               SCALE P HORIZONTAL = 20 FT.
                                                                                       P VERTICAL = 20 FT.










                                      TIDAL WATERS SITE ASSESSMENT FORM
                                                DRAFT - September 28, 1994

               Owner: Cronin, P.

               A. Propeily

               1.      Designer's Name:-Elkind Environmental Assoc., Inc. Designer's Permit #-864

                       Designer's Business
                       Address:-6            Baymeadow           Dr.      Nashua,       N H          03063


                       Designer's Phone Number: 889-4357

               2.      Lot Location:
                        City/Town: Seabrook Lot# 141 Tax Map# 9
                        Street:-6 Forest Dr.                   Subdivision Name:

               3.      Type of Use (check all that apply):
                        Residential:-X       (if yes, Single-x      Multi-family_ # of bedrooms-4+-
                                              Seasonal Use         Year-round Use-X_)
                        Commercial:         (if yes, Seasonal Use         Year-round Use___)

                        Industrial:


                       Brief Description of Property and
                       Structures:


                       4 Bedroom house was moved to current site about 15 years ago. An area has been
                       converted to temporary living space for a handicapped resident. Toilet wastes go
                       to field in front of home. Graywater goes to drywell in rear. There is an
                       abandoned drywell.

               4.      Is the structure Occupied?     Yes X           No
                       If yes, how long?                              Months
                                                      Years:-

               B.  Present Sewage Disposal System

               1.      Does the property currently have an on-site sewage disposal system?
                       Yes-X- No

               2.      Does the property use a Community Septic System (one that services 2 or more
                       households)?
                       Yes- No:-X-





                                                                F









               3.     Does system have a septic tank? Yes-X- No
                      If yes, is it: Concrete-X- or         Steel

               4.     What is the capacity of the septic tank? 1000      (gallons)

               5.     Does your system have an effluent disposal area?
                      Yes  X     No


               6.     Is the sewage disposal system state approved'? Yes- No-'?-

               7.     What is the age of the system? Years-10-15 yrs.

               8.     If a state copy of the septic design plan and construction and operational approval is
                      available, please attach.
               9.     Supply an 8 1/2 " X I V sketch map drawn to scale or with dimensions showing:

                              lot with approximate location of property lines
                              structures (in-ground pools, garages, sheds, buildings with foundations, etc.)
                              location of highest observable fide (i.e. the furthest landward limit of tidal flow
                              which can be recognized by indicators such as the presence of a strand line of
                              flotsam and debris, the landward margin of salt tolerant vegetation, or a physical
                              barrier that blocks further flow of the tide.)
                              location of septic tank and effluent disposal area
                              approximate locations of abutters' septic systems and wells within 75' well radius


                      Also include:


                              type of system
                              age of system

               C.     Lot Characteristics (determined through field evaluation):

               1.     Date of Field Evaluation:      10/24/94


               2.     Lot size:_13,900 Sq. Ft._ (in acres or square feet) based on deed            tax map_X_,
                      survey_, or other

               3.     Provide a cross-sectional sketch of elevations from the effluent disposal area to the
                      highest observable fide. Provide elevations at 10 foot horizontal intervals.






                                                               2








               4.     Site Loading Capacity (calculated in allons/day):       371
                                  C)                         9

               5.     Water Supply:
                             Well on Lot? Yes               No_X_
                             Water supply off lot?          Yes_X_         No

               6.     What is the proximity (in feet) of the effluent disposal area to poorly drained or very
                      poorly drained soils (Hydric B or Hydric A)?

                      -75'(drywell), 120+ft. (EDA) to poorly drained soils
                             ft. to very poorly drained soils

               7.     Is system raised by fill or in-ground in natural receiving soils?                         in
                      ground

               8.     Does surface runoff affect the effluent disposal area?
                      Yes   X      No


               9a.    Provide a representative profile description and the soil series name    (if known) of the
                      soils in the area of and down gradient of the system.

                      0-12" 7.5YR 3/2 sandy loam; granular; friable; cfr
                      12-18" 7.5YR 3/4 Sandy loam; granular; friable
                      18-30" IOYR 5/6 loamy sand; g=ular; friable
                      30-40" 10YR 6/4 sands; loose; single grained; distinct mottling
                                               Unnamed Aquic Udipsamments

               9b.    Provide a representative profile description and the soil series name (if known) of the
                      soils immediately up gradient of the system.

                      0-7 7.5YR 3/2 sandy loam; granular, friable, cfr
                      7-22" 7.5YR 3/4 sandy loam; granular; friable
                      22-36" 7.5 YR 3/4 loamy sand; granular; friable
                      36-40"+ IOYR 5/4 sand, friable; loose; single grained w/ IOYR 3/6 and 4/2
                      mottles                                  Deerfield

               10.    Indicate the depth and evidence in soil morphology used to determine the seasonal high
                      water table between the septic system and surface waters (i.e. depth to restrictive layers,
                      texture, structure, matrix colors using Munsell notations, redoximorphic features or
                      evidence of wetness in the soil morphology.):

                      Distinct mottling (Ron-cemented redox concentrations and redox iron depletions).



                                                               3









              11.   Do livestock frequent the vicinity of the effluent disposal area?
                    Yes- No_X

              12.   Is heavy equipment used in vicinity of the effluent disposal area?
                    Yes- No_X_

              13    How often is the septic tank pumped? yearly

              14.   Does residence have any of the following:
                            Dishwasher: Yes   X     No
                            On-site laundry/washing machine: Yes X       No
                            Low flow plumbing fixtures: Yes  -X - N-o
                            Garbage Disposal: Yes -  X - No
                            Separate plumbing system for grey water: Yes X      No
                            Water Treatment System: Yes  -      No_X_
                            Sump Pump: Yes          No-X-(Property has foundation drains)

              15.   a).     Designer's Assessment of the site's capability to adequately treat wastewater:

                            The site has acceptable soils for treating wastes. However; the site,
                            at 4+ bedrooms, is over capacity.

                    b).     Designer's Assessment of the current system's capability to treat wastewater under
                            existing and proposed conditions:

                            No apparant indicators of failure were noted. The site is not
                            currently being used at full 4 bedroom capacity. Wastes appear to
                            be adequately handled.


















                                                           4











                THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE SELLER(S)

              The undersigned certify that I/we am/are the present owner(s) of the property assessed and
              that I/we have reviewed the Site Assessment Form, and further certify that all information
              provided by me/us to the Designer is true and correct to the best of my/our knowledge and
              belief.


              Seller:                                                      Date:


              Seller:                                                      Date:



                THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE DESIGNER


              1, the undersigned, certify that I believe this assessment, as based on state laws and
              administrative rules, is accurate, complete and not misleading, and that information provided
              by me is true and correct to the best of my knowledge and belief, and that to the extent that
              the assessment is based on information provided to me by others, that I believe the
              information is true and correct.


              Designer:                                                      Date:



                 THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE BUYER US

              The undersigned certify that I/we have reviewed this Site Assessment Form and understand
              the information contained herein and that we have received a copy, of this Site Assessment
              Form.


              Buyer:                                                         Date:

              Buyer:                                                         Date:





              Completed assessment form distribution:

              Original with listing, then to Buyer
              One copy to Designer
              One copy to WSPCD







                                     JAREA           13,900 SQ. FT.


                                                                   2
                                                             --<@25.4
                                          /
                                             16
                                             25.59











                                                                                                       30.81



                                                                                                             c


                                                                                                                        31.0
                                                                                                31.01
                                                                                                          EfVy
                                                                                                     3.   - -
                                                                                                          -4/
                                                                                      30.81






                                                                                                              8
                                                                                                               30.57





                                                                                                   util  35/3
                                                                                                   30.57



       LEGEND:                                      SCALE 1"                     30'
       PROPERTY BOUNDARY (APPROX.)                                                                 OWNER: CRONIN, P.
       STRUCTURE                                                                                   MAP# 9 LOT# 141
       EFFLUENT DISPOSAL AREA (EDA)                                                                ADDRESS: 6 FOREST DR.
       WETLAND EDGE                                                                                      OCTOBER, 199A
       NOTE: BOUNDARIES AND                                                                ELKIND ENVIRONMENTAL ASSOCIATES, INC.
       OTHER DETAILS DEPICTED                                                                                       6 BAYMEADOW DR. '
       ON THE PLAN ARE ONLY                                                                                         NASHUA, NEW HAMPSHIRE 03063
       APPROXIMATE AND CARE                                                                  EEA                    ("3) 689-4357
       SHOULD BE EXERCIZED IN
       THEIR USEI                                                                              ENGINEERING           PERMITTING         CONSULTING









                              TIDAL WATERS SITE ASSESSMENT FORM
                                      DRAFT - September 28, 1994

            Owner: Bobola, F.

            A. Property

            1.    Designer's Name:-Elkind Environmental Assoc., Inc. Designer's Permit #-864

                  Designer's Business
                  Address:-6        Baymeadow Dr.          Nashua,     NH       03063


                  Designer's Phone Number: 889-4357

            2.    Lot Location:
                   City/Town: Seabrook Lot# 003- Tax Map#_ 25
                   Street:-8 Cross Beach Rd.       Subdivision Name:

            3.    Type of Use (check all that apply):
                   Residential:_X_ (if yes, Single-X  Multi-family_ # of bedrooms
                                     Seasonal Use     Year-round Use_)
                   Commercial:     (if yes, Seasonal Use   Year-round Use__)

                   Industrial:


                  Brief Description of Property and
                  Structures:



                  Converted camp on 5,000 Sq.Ft. lot; 50% wet




            4.    Is the structure Occupied'? Yes-X-    No
                  If yes, how long?        Years:-20+   Months

            B. Present Sewage Disposal System

            1.    Does the property currently have an on-site sewage disposal system?
                  Yes-X- No

            2.    Does the property use a Community Septic System (one that services 2 or more
                  households)?
                  Yes- No:-X-




                                                   G









               3.      Does system have a septic tank? Yes-X      -  No
                       If yes, is it: Concrete  X       or   Steel

               4.      What is the capacity of the septic tank? 1000       (gallons)

               5.      Does your system have an effluent disposal area?
                       Yes-X- No

               6.      Is the sewage disposal system state approved? Yes- No-X-

               7.      What is the age of the system? Years-20+             Months

               8.      If a state copy of the septic design plan and construction and operational approval is
                       available, please attach.
               9.      Supply an 8 1/2 " X 11 " sketch map drawn to scale or with dimensions showing:

                              lot with approximate location of property lines
                              structures (in-ground pools, garages, sheds, buildings with foundations, etc.)
                              location of highest observable tide (i.e. the furthest landward limit of tidal flow
                              which can be recognized by indicators such as the presence of a strand line of
                              flotsam and debris, the landward margin of salt tolerant vegetation, or a physical
                              barrier that blocks further flow of the tide.)
                              location of septic tank and effluent disposal area
                              approximate locations of abutters' septic systems and wells within 75' well radius

                       Also include:


                              type of system
                              age of system

               C.      Lot Characteristics (determined through field evaluation):

               I .     Date of Field Evaluation:      10/21/94


               2.      Lot size:      7500 sq. ft._ (in acres or square feet) based on deed          tax map_X_,
                       survey_, or other

               3.      Provide a cross-sectional sketch of elevations from the effluent disposal area to the
                       highest observable tide. Provide elevations at 10 foot horizontal intervals.






                                                                 2








               4.     Site Loading Capacity (calculated in gallons/day):         0

               5.     Water Supply:
                             Well on Lot? Yes               No-X-
                             Water supply off lot?           Yes-X-        No

               6.     What is the proximity (in feet) of the effluent disposal area to poorly drained or very
                      poorly drained soils (Hydric B or Hydric A)?

                             ft. to poorly drained soils
                         30  -ft. to very poorly drained soils

               7.     Is system raised by fill or in-ground in natural receiving soils? _in-ground

               8.     Does surface runoff affect the effluent disposal area?
                      Yes-X- No

               9a.    Provide a representative profile description and the soil series name (if known) of the
                      soils in the area of and down gradient of the system.

                      0-5" 10YR 3/1 Root matter
                      5-18" IOYR 4/1 Sand; loose grain; ox. rhizospheres; saturated
                      18"+ 2.5Y 5/2 sand; loose; single
                                                            Matunuck


               9b.    Provide a representative profile description and the soil series name (if known) of the
                      soils immediately up gradient of the system.

                      0-16" 10YR 4/4 sandy loam (compacted fill)
                      16-36" 10YR 3/1 sand; loose; single grain
                      36-40" 5Y 4/1 sand; loose; single grain
                                                  Udorthents, wet substratum

               10.    Indicate the depth and evidence in soil morphology used to determine the seasonal high
                      water table between the septic system and surface waters (i.e. depth to restrictive layers,
                      texture, structure, matrix colors using Munsell notations, redoximorphic features or
                      evidence of wetness in the soil morphology.): _

                      See 9b; Ox. Rhizospheres @ 5"- System appears to be in saturated soil
                      Chroma I matrix below fill and below organic root matter.






                                                               3









             11.    Do livestock frequent the vicinity of the effluent disposal area?
                    Yes- No_X_

             12.    Is heavy equipment used in vicinity of the effluent disposal area?
                    Yes- No_X_

             13     How often is the septic tank pumped'? _3 yrs._

             14.    Does residence have any of the following:
                           Dishwasher: Yes        No   X
                           On-site laundry/washing machine:  Yes X     No
                           Low flow plumbing fixtures: Yes  -X - N-o
                           Garbage Disposal: Yes -     No - X-
                           Separate plumbing system for grey water: Yes       No_X_
                           Water Treatment System: Yes   -    No_X_
                           Sump Pump: Yes         No_X_

             15.    a).    Designer's Assessment of the site's capability to adequately treat wastewater:

                    The site is not an adequate site for subsurface sewage disposal


                    b).    Designer's Assessment of the current system's capability to treat wastewater under
                           existing and proposed conditions:

                    There is no outward signs of failure. The system leaches but treatment quality is
                    questionable.



















                                                          4











                THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE SELLER(S)

              The undersigned certify that I/we am/are the present owner(s) of the property assessed and
              that I/we have reviewed the Site Assessment Form, and further certify that all information
              provided by me/us to the Designer is true and correct to the best of my/our knowledge and
              belief.


              Seller:                                                      Date:


              Seller:                                                      Date:



                 THE STATEMENT BELOW MUST BE-SIGNED AND DATED BY THE DESIGNER


              1, the undersigned, certify that I believe this assessment, as based on state laws and
              administrative rules, is accurate, complete and not misleading, and that information provided
              by me is true and correct to the best of my knowledge and belief, and that to the extent that
              the assessment is based on information provided to me by others, that I believe the
              information is true and correct.


              Designer:                                                      Date:


                 THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE BUYERAS)

              The undersigned certify that I/we have reviewed this Site Assessment Form and understand
              the information contained herein and that we have received a copy of this Site Assessment
              Form.


              Buyer:                                                         Date:

              Buyer:                                                         Date:





              Completed assessment form distribution:

              Original with listing, then to Buyer
              One copy to Designer
              One copy to WSPCD



                                                            5







                                        JAREA                7500 SO. FT. +/-I



                                                                       4 78 6,


                                                                                   4.32                                     +8
                                                                                                                              3.92





                                                                                       -HIGHEST OBS. TIDE
                                     6
                                     5.95
                                 7
                        CC)    Lz+
                                 5    97-



                      cl:@











                          + I utl I pi tbm
                                    elev. 8-15




        LEGEND:

        PROPERTY BOUNDARY (APPROX.)
        STRUCTURE                                                                    OWNER: BOBOLA, F
        EFFLUENT DISPOSAL AREA (EDA)                                                 MAP# 25 LOT# 3
        WETLAND EDGE                                                                 ADDRESS: 8 CROSS BEACH RD.

                                                                                     ELKIND ENVIRONM       ENTAL ASSOCIATES, INC.
        NOTE: BOUNDARIES AND
        OTHER DETAILS DEPICTED                SCALE lot                  20'                                6 BAYMEADOW DR.
        ON THE PLAN ARE ONLY                                                                                NASHUA, NEW HAMPSHIRE 03063
        APPROXIMATE AND CARE                                                           EEA
        SHOULD BE EXERCIZED IN                                                                              (603) "91-4357
        THEIR USEI                                                                     ENGINEERING           PERMITTING       CONSULTING



























                                                    BOBOLA F
                                                    8 CROSS BEA CH RD.







         REL A TI VE
         EL EVA TION
         IN FEE T   0-

                      0         70          20       30         .40       50


                            CROSS-SECTION FROM EDA TO HIGHEST OBS. TIDE

                                /0 REPRESENTS EDGE OF EDA
                                CLOSEST TO HIGHEST OBS. TIDE)


                                 SCALE 7ff HORIZONTAL = 70 FT.
                                         T' VERTICAL = 70 FT.










                               TIDAL WATERS SITE ASSESSMENT FORM
                                       DRAFT - September 28, 1994

             Hopkinson, V.

             A. Propgay

             1.    Designer's Name:-Elkind Environmental Assoc., Inc. Designer's Permit #-864

                   Designer's Business
                   Address:-6        Baymeadow        Dr.   Nashua,     N H       03063


                   Designer's Phone Number: 889-4357

             2.    Lot Location:
                    City/Town: Seabrook Lot# 14 Tax Map# 23
                    Street: 14 River St.    Subdivision Name:


             3.    Type of Use (check all that apply):
                    Residential:-X_ (if yes, Single-X   Multi-family_ # of bedrooms 3
                                      Seasonal Use     Year-round Use-X-)
                    Commercial:     (if yes, Seasonal Use    Year-round Use-)

                    Industrial:


                   Brief Description of Property and
                   Structures:


                   Well maintained 2 story 3 bedroom home built in 1987. Lot is small with
                   abutter's leaching area on this lot.

             4.    Is the structure Occupied'? Yes-X     No
                   If yes., how long?       Years:-5-    Months

             B. Present Sewage Disposal System

             1.    Does the property currently have an on-site sewage disposal system?
                   Yes-X- No

             2.    Does the property use a Community Septic System (one that services 2 or more
                   households)?
                   Yes       No:-X







                                                    H









               3.     Does system have a septic tank? Yes    - X -  No
                      If yes, is it: Concrete-X- or         @teel

               4.     What is the capacity of the septic tank? -10001?          (gallons)

               5.     Does your system have an effluent disposal area?
                      Yes    X   No


               6.     Is the sewage disposal system state approved'? Yes- No-'?-

               7.     What is the age of the system? Years-5-             Months

               8.     If a state copy of the septic design plan and construction and operational approval is
                      available, please attach.
               9.     Supply an 8 1/2 " X I I " sketch map drawn to scale or with dimensions showing:

                             lot with approximate location of property lines
                             structures (in-ground pools, garages, sheds, buildings with foundations, etc.)
                             location of highest observable tide (i.e. the furthest landward limit of tidal flow
                             which can be recognized by indicators such as the presence of a strand line of
                             flotsam and debris, the landward margin of salt tolerant vegetation, or a physical
                             barrier that blocks further flow of the tide.)
                             location of septic tank and effluent disposal area
                             approximate locations of abutters' septic systems and wells within 75' well radius

                      Also include:


                             type of system
                             age of system

               C-     Lot Characteristics (determined through field evaluation):

               I .    Date of Field Evaluation:        10/27/94


               2.     Lot size:_6,000 Sq.Ft._ (in acres or square feet) based on deed               tax map
                      survey_, or other   - X-Estimate)

               3.     Provide a cross-sectional sketch of elevations from the effluent disposal area to the
                      highest observable tide. Provide elevations at 10 foot horizontal intervals.






                                                               2








               4.     Site Loading Capacity (calculated in gallons/day): -275 gallons per day

               5.     Water Supply:
                             Well on Lot? Yes               No_X_
                             Water supply off lot'?         Yes_X_         No

               6.     What is the proximity (in feet) of the effluent disposal area to poorly drained or very
                      poorly drained soils (Hydric B or Hydric A)?

                             ft. to poorly drained soils
                         85-ft. to very poorly drained soils

               7.     Is system raised by fill or in-ground in natural receiving soils? _in-ground-

               8.     Does surface runoff affect the effluent disposal area?
                      Yes- No_X_

               9a.    Provide a representative profile description and the soil series name (if known) of the
                      soils in the area of and down gradient of the system.

                      Same as upgradient - Udipsamments

               9b.    Provide a representative profile description and the soil series name (if known) of the
                      soils immediately up gradient of the system.

                      0-10" IOYR 5/3 sands; single grained; loose
                      10-24" IOYR 3/4 loamy sands to fine sands; granular; friable
                      24-40 + " I OYR 6/2 sands; loose; single grained;

                                                        Udipsammnets

               10.    Indicate the depth and evidence in soil morphology used to determine the seasonal high
                      water table between the septic system and surface waters (i.e. depth to restrictive layers,
                      texture, structure, matrix colors using Munsell notations, redoximorphic features or
                      evidence of wetness in the soil morphology.):

                      No evidence on site. Aquic udorthents on #33 River St., downgradient were non-
                      cemented redox. concentrations noted below 17" in fill.











                                                                3









             11.    Do livestock frequent the vicinity of the effluent disposal area?
                    Yes- No_X_

             12.    Is heavy equipment used in vicinity of the effluent disposal area?
                    Yes      No_X_

             13     How often is the septic tank pumped?    Not

             14.    Does residence have any of the following:
                           Dishwasher: Yes    X   No
                           On-site laundry/washing machine: Yes - X-   No
                           Low flow plumbing fixtures: Yes -  X-  No-
                           Garbage Disposal: Yes -      No-  X
                           Separate plumbing system for grey water: Yes- No_X_
                           Water Treatment System: Yes  -     No_X_
                           Sump Pump: Yes          No_X_

             15.    a).    Designer's Assessment of the site's capability to adequately treat wastewater:

                           Site is not adequate for existing loading due to limited lot size.

                    b).    Designer's Assessment of the current system's capability to treat wastewater under
                           existing and proposed conditions:

                           The current system appears to be properly functioning. However,
                           the lot is suited for only 1 to 2 bedrooms.




















                                                          4








                 THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE SELLER(S)

              The undersigned certify that I/we am/are the present owner(s) of the property assessed and that
              I/we have reviewed the Site Assessment Form, and further certify that all information provided
              by me/us to the Designer is true and correct to the best of my/our knowledge and belief.

              Seller:                                                       Date:


              Seller:                                                       Date:



                 THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE DESIGNER


              1, the undersigned, certify that I believe this assessment, as based on state laws and
              administrative rules, is accurate, complete and not misleading, and that information provided
              by me is true and correct to the best of my knowledge and belief, and that to the extent that
              the assessment is based on information provided to me by others, that I believe the
              information is true and correct.


              Designer:                                                       Date:


                 THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE BUYER(S)

              The undersigned certify that I/we have reviewed this Site Assessment Form and understand
              the information contained herein and that we have received a copy of this Site Assessment
              Form.


              Buyer:                                                           Date:

              Buyer:                                                           Date:








              Completed assessment form distribution:

              Original with listing, then to Buyer
              One copy to Designer
              One copy to WSPCD



                                                             5











                                              AREA      6000 SQ.FT.





                     33



                                                 dr w 11
                                               8.4
                                 31
                                                                                                U)
                                                                                                (D
                                                                                                Q-
              A 8                                                                        eff T--l.a-
                6.26
           ?
            2
             4 4                                                        8.16

                                                                                    13
                                                                                    8.9

                                                                   10
                                                                    8.32

                                                   butter's
                                              'Msyz@Z (approx.)
                                                                                            2
                                                                                            16

                                                                                              Co- --i
                                                                                              co

      LEGEND:                                                                               4X

      PROPERTY BOUNDARY (APPROX.)


      STRUCTURE


      EFFLUENT DISPOSAL AREA IEDA)


      WETLAND EDGE


                       SCALE 1             20'                OWNER: HOPKINSON, C. & V.
                                                              MAP# 23 LOT# 1A
                                                              ADDRESS: IA RIVER ST.
                                                                        OCTOBER, 199A
      NOTE: BOUNDARIES AND                                    ELKIND ENVIRONMENTAL ASSOCIATES, INC.
      OTHER DETAILS DEPICTED                                                   6 DAYMEADOW DR. '
      ON THE PLAN ARE ONLY                                     EEA             NASHUA, NEW HAMPSHIRE 03063
      APPROXIMATE AND CARE                                                     (603) 689-4357
      SHOULD BE EXERCIZED IN
      THEIR USEI                                                ENGINEERING    PERMITTING   CONSULTING





































                                                                          HOPKINSON
                                                                           14 V VEP ST.










                                  8
                    RELA FIVE
                    El EVA TION
                    IN FEE 7'
                                 7







                                     0      10      20    30      40     so      60     70     80      R 0

                                                   DISTANCE  TO WET AREA FROM EDA

                                                       tO REPRESENTS EDGE Of EDA
                                                       CLOSEST TO wEr AREA)





                                                                       SCALE I' HORIZONTAL - 20 FT.
                                                                              I' VERTICAL  2 FT.










                                TIDAL WATERS SITE ASSESSMENT FORM
                                        DRAFT - September 28, 1994

             Pike, Rob ert

             A. Properly

             1.    Designer's Name:-Elkind Environmental Assoc., Inc. Designer's Permit #-864

                   Designer's Business
                   Address:-6         Baymeadow       Dr.    Nashua,     N H      03063


                   Designer's Phone Number: 889-4357

             2.    Lot Location:
                     City/Town: Seabrook Lot# 15     Tax Map# 23
                     Street: 15 River St.      Subdivision Name:


             3.    Type of Use (check all that apply):
                     Residential:-X  (if yes, Single_X_ Multi-family_ # of bedrooms 2
                                      Seasonal Use X (in Florida 2-3 mos.) Year-round Use____)

                     Commercial:     (if yes, Seasonal Use   Year-round Use_)

                     Industrial:


                   Brief Description of Property and
                   Structures:
                   Well maintained year-round structure on large lot for area

             4.    Is the structure Occupied'? Yes-X-     No
                   If yes, how long?         Years: 45    Months

             B- Present Sewage Disposal System

             I .   Does the property currently have an on-site sewage disposal system?
                   Yes-X- No

             2.    Does the property use a Community Septic System (one that services 2 or more
                   households)?
                   Yes       No:-X-









                3.     Does system have a septic tank? Yes-X- No
                       If yes, is it: Concrete-X- or          Steel

                4.     What is the capacity of the septic tank?        500 (gallons)

                5.     Does your system have an effluent disposal area?
                       Yes    X   No


                6.     Is the sewage disposal system state approved'? Yes- No-X-

                7.     What is the age of the system? Years-40+              Months

                8.     If a state copy of the septic design plan and construction and operational approval is
                       available, please attach.
                9.     Supply an 8 1/2 " X I I " sketch map drawn to scale or with dimensions showing:

                               lot with approximate location of property lines
                               structures (in-ground pools, garages, sheds, buildings with foundations,     etc.)
                               location of highest observable tide (i.e. the furthest landward limit of tidal flow
                               which can be recognized by indicators such as the presence of a strand line of
                               flotsam and debris, the landward margin of salt tolerant vegetation, or a physical
                               barrier that blocks further flow of the tide.)
                               location of septic tank and effluent disposal area
                               approximate locations of abutters' septic systems and wells within 75' well radius

                       Also include:


                               type of system
                               age of system

                C.     Lot Characteristics (determined through field evaluation):

                1.     Date of Field Evaluation:      10/27/94


                2.     Lot size:    12,000 Sq.Ft._ (in acres or square feet) based on deed            tax map-X_,
                       survey_, or other

                3.     Provide a cross-sectional sketch of elevations from the effluent disposal area to the
                       highest observable tide. Provide elevations at 10 foot horizontal intervals.







                                                                 2








               4.     Site Loading Capacity (calculated in gallons/day):           550 gallons per day

               5.     Water Supply:
                              Well on Lot? Yes              No-X-
                              Water supply off lot?         Yes-X-         No

               6.     What is the proximity (in feet) of the effluent disposal area to poorly drained or very
                      poorly drained soils (Hydric B or Hydric A)?

                              ft. to poorly drained soils
                      -90-ft. to very poorly drained soils

               7.     Is system raised by fill or in-ground in natural receiving soils? _in-ground_

               8.     Does surface runoff affect the effluent disposal area?
                      Yes- Nq-X-

               9a.    Provide a representative profile description and the soil series name (if known) of the
                      soils in the area of and down gradient of the system.

                      Same as Upgradient - Udipsamments

               9b.    Provide a representative profile description and the soil series name (if known) of the
                      soils immediately up gradient of the system.

                      0-10" 10YR 5/3 sands; single grain; loose
                      10-24" IOYR 3/4 loamy sands to fine sands; granular, friable
                      24-40" + IOYR 6/2 sands; loose; single grained;

                                                     Typic Udipsamments

               10.    Indicate the depth and evidence in soil morphology used to determine the seasonal high
                      water table between the septic system and surface waters (i.e. depth to restrictive layers,
                      texture, structure, matrix colors using Munsell notations, redoximorphic features or
                      evidence of wetness in the soil morphology.):

                      No evidence on site. Aquic udorthents on #33 River St. down gradient where non-
                      cemented redox concentrations were noted below 17" in fill.











                                                                3









              11.   Do livestock frequent the vicinity of the effluent disposal area?
                    Yes- No_X_

              12.   Is heavy equipment used in vicinity of the effluent disposal area?
                    Yes- No_X_

              13    How often is the septic tank pumped?    3+

              14.   Does residence have any of the following:
                           Dishwasher: Yes   X     No
                           On-site laundry/washing machine: Yes_X_ No
                           Low flow plumbing fixtures: Yes  -     No_X_
                           Garbage Disposal: Yes  - -  No -  X
                           Separate plumbing system for grey water: Yes -?    No
                           Water Treatment System: Yes  -      No-  X-
                           Sump Pump: Yes   -  X-  No      but not used!

              15.   a).    Designer's Assessment of the site's capability to adequately treat wastewater:

                           The site appears to be well drained and sufficiently above SHWT
                           to allow adequate treatment.

                    b).    Designer's Assessment of the current system's capability to treat wastewater under
                           existing and proposed conditions:

                           The site is of sufficient size and soil types to support the existing
                           use. No problems were noted.




















                                                          4









                 THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE SELLER(S)

               The undersigned certify that I/we am/are the present owner(s) of the property assessed and that
               I/we have reviewed the Site Assessment Form, and further certify that all information provided
               by me/us to the Designer is true and correct to the best of my/our knowledge and belief.

               Seller:                                                      Date:


               Seller:                                                       Date:



                 THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE DESIGNER


               1, the undersigned, certify that I believe this assessment, as based on state laws and
               administrative rules, is accurate, complete and not misleading, and that information provided
               by me is true and correct to the best of my knowledge and belief, and that to the extent that
               the assessment is based on information provided to me by others, that I believe the
               information is true and correct.


               Designer:                                                       Date:


                  THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE BUYER(S)

               The undersigned certify that I/we have reviewed this Site Assessment Form and understand
               the information contained herein and that we have received a copy of this Site Assessment
               Form.


               Buyer:                                                           Date:

               Buyer:                                                           Date:







               Completed assessment form distribution:

               Original with listing, then to Buyer
               One copy to Designer
               One copy to WSPCD








                             AREA     12,000 SQ.FT. +/J




                                    T


                                        e'pA y wel

                                 5                             7
                                                               9.65




                                                           6
                           7.2
                                                          8.04
                                                              +19
                4                                              7.86
              3
                                                                          RGHEST OBS. TIDE
                                                                          ON WALL


                             8.4
                                                                    4.86


                                              24           uluse drywell

                                                   +13
       LEGEND:                                      8.9'

       PROPERTY BOUNDARY (APPROX.)


       STRUCTURE


       EFFLUENT DISPOSAL-AREA (EDA)
       WETLAND EDGE                                       OWNER: PIKE, R. & V. RAWNSLEY
                                                          MAP# 23 LOT# 15
                           SCALE      1 it    301         ADDRESS: 15 RIVER ST.
                                                                       OTOBER1994

     NOTE: BOUNDARIES AND                                 ELKIND ENVIRONMENTAL ASSOCIATES, INC.
     OTHER DETAILS DEPICTED                                               6 BAYMEADOW DR. '
     ON THE PLAN ARE ONLY                                                 NASHUA, NEW HAMPSHIRE 03063
     APPROXIMATE AND CARE                                  EEA
     SHOULD BE EXERCIZED IN                                               (603) 989-4357
     THEIR USEI                                             ENGINEERING    PERMITTING  CONSULTING

































                                                                                     PIKE, R.
                                                                                     15 All VER 5 T.






                                    8-



                     REZA T1 VE     7-
                     EIEVATION
                     IN FEE T









                                      0       70      20    30      40      50      d 0    70      80     90

                                                     CROSS-SECTION FROM EDA     TO HIGHEST CBS. TIDE

                                                         (0 REPRESENTS EDGE OF EDA
                                                         CIOSEST TO HIGHEST OBS. TIDE)





                                                                         SCAIE I' HORIZONTAI = 20 FT.
                                                                                 I' VERTICAi = 2 FT.










                                TIDAL WATERS SITE ASSESSMENT FORM
                                        DRAFT - September 28, 1994

             Carnacho, H

             A. Property

             1.    Designer's Name:-Elkind Environmental Assoc., Inc. Designer's Permit #-864

                   Designer's Business
                   Address :-6        Baymeadow       Dr.    Nashua,     NH        03063


                   Designer's Phone Number: 889-4357

             2.    Lot Location:
                    City/Town: Seabrook Lot#    15-1 Tax Map# 25
                    Street:   15 A River St.        Subdivision Name:


             3.    Type of Use (check all that apply):
                    Residential:_X_ (if yes, Single X   Multi-family      of bedrooms 4
                                      Seasonal Use      Year-round Use_X_)
                    Commercial:_ (if yes, Seasonal Use       Year-round Use

                    Industrial:


                   Brief Description of Property and
                   Structures:


                   Well maintained 4 BR -3 story home constructed in 1986, on small lot.

             4.    Is the structure Occupied? Yes-X       No
                   If yes, how long?         Years:-8-    Months

             B- Present Sewage Disposal System

             I .   Does the property currently have an on-site sewage disposal system?
                   Yes-X- No

             2.    Does the property use a Community Septic System (one that services 2 or more
                   households)?
                   Yes       No:-X









               3.     Does system have a septic tank? Yes-X- No
                      If yes, is it: Concrete-  X -    or   Steel

               4.     What is the capacity of the septic tank? -1000             (gallons)

               5.     Does your system have an effluent disposal area?
                      Yes-X- No

               6.     Is the sewage disposal system state approved? Yes-X- No

               7.     What is the age of the system? Years-8+-             Months

               8.     If a state copy of the septic design plan and construction and operational approval is
                                                         Z:1
                      available, please attach.
               9.     Supply an 8 1/2 " X I V sketch map drawn to scale or with dimensions showing:

                              lot with approximate location of property lines
                              structures (in-ground pools, garages, sheds, buildings with foundations, etc.)
                              location of highest observable tide (i.e. the furthest landward limit of tidal flow
                              which can be recognized by indicators such as the presence of a strand line of
                              flotsam and debris, the landward margin of salt tolerant vegetation, or a physical
                              barrier that blocks further flow of the tide.)
                              location of septic tank and effluent disposal area
                              approximate locations of abutters' septic systems and wells within 75' well radius

                      Also include:


                              type of system
                              age of system

               C.     Lot Characteristics (determined through field evaluation):

               I .    Date of Field Evaluation:       10/27/94


               2.     Lot size:      5,000 Sq. Ft. +/- _ (in acres or square feet) based on deed_, tax
                      map_X_, survey_, or other

               3.     Provide a cross-sectional sketch of elevations from the effluent disposal area to the
                      highest observable tide. Provide elevations at 10 foot horizontal intervals.






                                                                2








               4.      Site Loading Capacity (calculated in gallons/day):     _190 gallons per day

               5.      Water Supply:
                              Well on Lot? Yes              No_X_
                              Water supply off lot?         Yes_X_         No

               6.      What is the proximity (in feet) of the effluent disposal area to poorly drained or very
                       poorly drained soils (Hydric B or Hydric A)?

                              ft. to poorly drained soils
                       _70+/- ft. to very poorly drained soils

               7.      Is system raised by fill or in-ground in natural receiving soils?       raised

               8.      Does surface runoff affect the effluent disposal area'?
                       Yes- Nq_X_

               9a.     Provide a representative profile description and the soil series name (if known) of the
                       soils in the area of and down gradient of the system.

                       Same as upgradient - typic Udipsamments

               9b.     Provide a representative profile description and the soil series name (if known) of the
                       soils immediately up gradient of the system.

                       0-10" IOYR 5/3 sands; single grained; loose
                       10-24" IOYR 3/4 loamy sands to fine sand; granular; friable
                       24-40'+ IOYR 6/2 sands, loose; single grained,
                                                     Typic Udipsamments

               10.     Indicate the depth and evidence in soil morphology used to determine the seasonal high
                       water table between the septic system and surface waters (i.e. depth to restrictive layers,
                       texture, structure, matrix colors using Munsell notations, redoximorphic features or
                       evidence of wetness in the soil morphology.):

                       No evidence on site. Aquic Udorthents on # 33 River St.. Down gradient 50+
                       ft. where non-cemented redox concentrations were noted below 17" in fill.












                                                                3









          11.   Do livestock frequent the vicinity of the effluent disposal area?
                Yes- No-X-

          12.   Is heavy equipment used in vicinity of the effluent disposal area?
                Yes_ No-X-

          13    How often is the septic tank pumped? 3+

          14.   Does residence have any of the following:
                      Dishwasher: YesX  No
                      On-site laundry/washing machine: Yes-X- No
                      Low flow plumbing fixtures: Yes-No-X-
                      Garbage Disposal: Yes - KNo-X
                      Separate plumbing system for grey water: Yes ?No
                      Water Treatment System: Yes-No- X -
                      Sump Pump: Yes-X  -No     but not used!

          15.   a).   Designer's Assessment of the site's capability to adequately treat wastewater:

                      Site is not sufficient for 4 bedroom loading. Soils are generally
                      OK for I - 2 bedrooms.


                b).   Designer's Assessment of the current system's capability to treat wastewater under
                      existing and proposed conditions:
                      System apilars to be working adequately. It is designed for 3
                              " d, apparently, 4 are present.
                      bedrooms an
























                                              4









                THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE SELLER(S)

              The undersigned certify that I/we am/are the present owner(s) of the property assessed and that
              I/we have reviewed the Site Assessment Form, and further certify that all information provided
              by me/us to the Designer is true and correct to the best of my/our knowledge and belief.

              Seller:                                                       Date:


              Seller:                                                       Date:



                THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE DESIGNER


              1, the undersigned, certify that I believe this assessment    , as based on state laws and
              administrative rules, is accurate, complete and not misleading, and that information provided
              by me is true and correct to the best of my knowledge and belief, and that to the extent that
              the assessment is based on information provided to me by others, that I believe the
              information is true and correct.


              Designer:                                                       Date:


                 THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE BUYER US

              The undersigned certify that I/we have reviewed this Site Assessment Form and understand
              the information contained herein and that we have received a copy of this Site Assessment
              Form.


              Buyer:                                                           Date:

              Buyer:                                                           Date:






              Completed assessment form distribution:

              Original with listing, then to Buyer
              One copy to Designer
              One copy to WSPCD




                                                             5






                                                                                                                                                                               DA7rE
                                                                                                                                                                                              7-94
                                                                                                                                                                                                     /MIA/
                                                                                                                                                                               RESULTSs              INCH-
                                                                                                             HOU5E LOCATION PROP05MD by CJ-115NT'                              DEPTH OF      HOLE. 30'1
                                                                                                             -PARKFR 5L)RVEY NOT RE5PON51131,E
                                                                                                             FM Pozr@5iE3tE: 5Cr≪@ VIOLATIOrlo
                                                                                                                                                                          LEACH BED REQUIR

                                                                                                                                                                               NUMBER OF BEDROOMS-
                                                                                            4 108a
                                                                     CL.   plopolelo               @9                                                                          AREA REQUIRED, 5GO
                                                                                                             100                                                               5rc) x cl. A        -,L3 -roSQL
                                                                                                                                                                                                           (RESI C
                                                                                                         /0?
                                                                                                                              (Z'i 'rjqoM SEASROOK HARBOR                        12-    4!x 8'  CHAMBERS (01
                                                                                             /0                                _V LZAUilNGr t-lEL-0
                                AJIF*  NIVIMER                                  to/                 TOP or 5 a.                                                                FO  R IL x 2Lr         MH SO. F

                                         WffRR 1_1149-        to.
                                                  M 51.
                                                    /02
                                                lfmvr                                            CoNc, PAD -TO Br-
                                                                                                  REMOV17D
                                    E(J5.,5LDGr. -TO B@0
                                                                               to
                                         REMOYFED
                                                i3m                                              LOT       2-
                                  Tvp 6'r S. b   #1              j(,
                                             10
                                                                   103.V


                                                   -2
                                          41.
                                                                                                                                                                                          DESIGN           IN-rF-N

                                                                           Ooc                                                                                                            30"r-rom OF (3Eb TC
                                                                                                                                                                                          7HAW 5'A5rA1E      Tmc E
                                                                                                                                                                                           WeD ON HiGM ilPr-

                                                                           /00






                                                                                                                                                                                         SUITABLE REPLACEh

                                                                                                                                                                                             PLAC-5 OR


                                                                                                                                                                                  V F: Y -



                                        INSTALL INSPECTION MkNHOLES                           FILL EXT.                  MIN. 3.0' ABOVE
                                              -AS-NEEOED
                                                                                                              3                    FINISHED GRADE
                                                 N7                      q;@                                                                    py '14
                               4"   DISTRIBUTIO     I@INE                   CL07HOMAIL
                                                         .7
                                                        -                    SID9.6 OFfiWD
                                                                                                     Adr,   D
                           1=1                                17                                                                                      DISTRIBUTH
                                                                                                            @wv                                       LINES TO E
  lo                                                                                                    by.5           1%                             CONNECTEC
                                                                                                                                                      END OF I'll
                                                      8 0                                                                                             WITH 4"_C@]
              TOPSOIL TO BE REMOVED                         *CHAHBEI( DIMENSIONS MAY VARY                                                 10          PIPE
              BEFORE PLACING FLLL.                             WIT@ ,MANUFACTURER. HOLD BED BOTTOM.
              FILL MATERIAL TO BE MEDIUM                         ZV@5@46-61YED-SWD                                        ORIGINAL GRADE
              COARSE TEXTURED SAND.

                                                                                  Q@TEST PIT                     DATA                DATE-
                                                                                                                                    TOWN INSPECTOR
           SOIL TYPE- TA Ab I"02-U60A, -601LMA@                                 102.3
  IRCOLATION TEST DATA                                                                  SEA c- H
    DATE,         5-7-54                                                        97. 1
                            IMW
       ESULTSt               IN,_#4
     DEPT)i OF HOLE. 30'1
  LCH BED REQUIREMENTS
       UMBER OF BEDROOMS,
                                                                                  B. M.1*1: TOF U-C _570iJrz 6C)L)AJL) AM /L?j.                Att5l_lMG0
  EREA REQUIRED:                     5G0
              X                                             -RED                   B. Wz rolo @")r 5710AJE &obAjo 51- - IC?. I AS@OMET-
                                 G      SQ FT.    REQUI
                                    (RESIDEKTIA@ OSE).
                                                                                                      LOCUS MAP
              4!x8' CHAMBERS (OR' EQUIVALENT)
       OR IG: x 2Lr            3bH SQ. FT PROVIDED                                                        ll'@@7 7@
                                                                                                                                                      IN ACCOED)

                                                                                                                                                         NEW F1
                                                                                                                                                  WATER @@
                                                                                                                                                      CON
                                                                                                                                  uj
                                                                                                              SP
                                                                                                                 A 08COK
                                                                                                           _rOV4@J  PARBOR
                                                                                                           PER-


                                                                                                 Ij F-P S T`                      90011<647 ST





                  OF-5ic7N         I N T F_ N T                                          CHAMBER SYSTEM PLAN
                  50'r-rOM OF j3F_C> TO BE: NO LOWER
                  -, HA N 5 'ABWE, Til E E5 ri w        Elrv 97, 1.                             LOT-.#I PlVigAl ST.
                  15A5ED ON HI G;4 -I )Pe                                                       5GAJ3POOK, k/. 1J.
                                                                                      _Lj_

  r-O
       12-











                                                                                            SUBDIVISION                APPROVAL                97
                                                                                                                                                      OAMA_-,

                                                                                                             E: 1       20'                    Subgurfew Oiq
                  SUITABLE      REPLACEMENT AREA:                                                 SCAL                                        @E      systerrm
                                                                                                                                              @ Rkid ;.*Pz**er.
                  io PLAC-r- CR F?CQE_'#,:N                                                            NeAj;@Y CAMACWO                                 No. 92
                                                                                                       I-/- r,l4jv'if"rr-r-






       APPROVALTOR OPERATINI_Nr@__
co    THE INDIVIDUAL SEWAGE Olt WASTE
                                                          U/,@ al-W-7   APPROVAL                PA
      DISPOSAL SYSTEM CONSTRUCTED FOR:
        ner:                                                                                    A

                                               LOT NMME-R S:
           Per.r.? rk,.!@jjcj-r
      Fow-
                                                                             C@?_
Z                                              SUBD. APPVL.
                     s t S t r oc t
                                               SUBD. NAME:
                                            _j TYPE OF SYSTEM:
      C02y_ sent to:
      I    -,.rd of _Sc
           Tcwl, kl.,-rfkt@                    rOWN/CITY LOCATION:    J va t- r' r.,k, 1-1:
                                               STREET LOCATION:             Strect
1 10
                                               was inspected on (Date)
       INSTALLER
       PERMIT            4_@                   before covering and is hereby app 5jp@ed f ort.' use.
       0 OWNER INSTALLED FOR HIS DOMICILE      Date Approved:
                                               By:
         THIS APPROVAL DOES NOT SUPERCEDE
         ANY EQUIVALENT OR MORE STRINGENT          (Authorized Agent of N.H.  Water Supply  and
         LOCAL ORDINANCES OR REGULATIONS.                Pollution Control Commission)
           STATE STANDARDS ARE MINIMAL              (OVER)
            AND MUST BE MET STATEWIDE.                           Revised 10/1/80











                                 AREA      5.000 SO.F-T.





                            6.'71 -

                             39



                                 -TT   E -711
                                 -LL
               7.74

                                                                                                co,
                    Q
                     ffM dry well #15
                         .14





                                                                                 .61




      LEGEND:

      PROPERTY BOUNDARY (APPROX.)


      STRUCTURE


      EFFLUENT DISPOSAL AREA (EDA)

      WITLAND ED13E                                            OWNER: CAMACHO, H. & A.
                                                               MAP# 23 LOT# 15-1
                         SCALE       1       20'               ADDRESS: 15A RIVER ST.
                                                                       OCTOBER, 199A
      NOTE: BOUNDARIES AND                                    ELKIND ENVIRONMENTAL ASSOCIATES, INC.
                71
                 4












































      OTHER DETAILS DEPICTED                                                   6 BAYMEADOW DR.
      ON THE PLAN ARE ONLY                                     EEA             NASHUA, NEW HAMPSHIRE 03063
      APPROXIMATE AND CARE                                                     (603) "9-4357
      SHOULD BE EXERCIZED IN
      THEIR USEI                                                ENGINEERING     PERMITTING  CONSULTING







































                                     IL 0-
                                                                                                             CAMACHO
                                                                                                             15A RIVER ST.


                                      10.0-




                                       9.0-
                      REZA TI VE       8.0-
                      EIEVA TION
                      IN FEE T

                                      7.0-




                                     6.0


                                          0        10       20      30      do       so        60     70       80       Po

                                                           CROSS   SECTION - EDA     TO  HIGHEST  OBS. RDE

                                                                10 REPRESENTS EDGE OF EDA
                                                                CLOSEST TO HIGHEST OBS. TIDE)





                                                                                  SCALE I' HORIZONTAL - 20 FT.
                                                                                           I' VERTICAL     2 FT.









                               TID_A1_ WATERS SITE ASSESSMENT FORM
                                       DRAFT - September 28, 1994

            Beckman, N.

            A- Propedy

            1.    Designer's Name:-Elkind Environmental Assoc., Inc. Designer's Permit #_864

                  Designer's Business
                  Address: 6 Baymeadow Dr., Nashua, NH 03063

                  Designer's Phone Number: 889-4357

            2.    Lot Location:
                    City/Town: Seabrook Lot#_33 Tax Map# 23
                    Street: 33 River St.        Subdivision Name:


            3.    Type of Use (check all that apply):
                    Residential: X   (if yes, Single X  Multi-family     of bedrooms 2
                                      Seasonal Use     Year-round Use_)
                    Commercial:     (if yes, Seasonal Use    Year-round Use___j

                    Industrial:


                  Brief Description of Property and
                  Structures:


                  4 room single story building on piers built prior to 1970. Not occupied for 4
                  years.

            4.    Is the structure Occupied? Yes         No_X_
                  If yes, how long?         Years:       Months-

            B. Present Sewage Disposal System

            1.    Does the property currently have an on-site sewage disposal system?
                  Yes_X_ No

            2.    Does the property use a Community Septic System (one that services 2 or more
                  households)?
                  Yes- No:-X-








                                                    K









               3.     Does system have a septic tank? Yes    -      No X-
                      If yes, is it: Concrete          or   Steel

               4.     What is the capacity of the septic tank?                    (gallons)

               5.     Does your system have an effluent disposal area?
                      Yes-X- No

               6.     Is the sewage disposal system state approved? Yes- No-X-

               7.     What is the age of the system? Years-30-              Months

               8.     If a state copy of the septic design plan and construction and operational approval is
                      available, please attach.

               9.     Supply an 8 1/2" X 11 " sketch map drawn to scale or with dimensions showing:

                              lot with approximate location of property lines
                              structures (in-ground pools, garages, sheds, buildings with foundations, etc.)
                              location of highest observable tide (i.e. the furthest landward limit of tidal flow
                              which can be recognized by indicators such as the presence of a strand line of
                              flotsam and debris, the landward margin of salt tolerant vegetation, or a physical
                              barrier that blocks further flow of the tide.)
                              location of septic tank and effluent disposal area
                              approximate locations of abutters' septic systems and wells within 75' well radius

                      Also include:


                              type of system
                              age of system

               C.     Lot Characteristics (determined through field evaluation):


               1.     Date of Field Evaluation:      10/27/94


               2.     Lot size:-  5,000 Sq.Ft._ (in acres or square feet) based on deed              tax map_,
                      survey-, or other-X estimate)

               3.     Provide a cross-sectional sketch of elevations from the effluent disposal area to the
                      highest observable tide. Provide elevations at 10 foot horizontal intervals.





                                                                2








               4.      Site Loading Capacity (calculated in gallons/day):_129 gallons / day

               5.      Water Supply:
                              Well on Lot? Yes              No-X-
                              Water supply off lot?         Yes-X-         No

               6.      What is the proximity (in feet) of the effluent disposal area to poorly drained or very
                       poorly drained soils (Hydric B or Hydric A)?

                              ft. to poorly drained soils
                       -30   -ft. to very poorly drained soils

               7.      Is system raised by fill or in-ground in natural receiving soils? _in-ground

               8.      Does surface runoff affect the effluent disposal area?
                       Yes- No-X

               9a.     Provide a representative profile descfiption and the soil series name (if known) of the
                       soils in the area of and down gradient of the system.

                       Same as upgradient to tidal marsh. Udorthents, wet substratum.

               9b.     Provide a representative profile description and the soil series name (if known) of the
                       soils immediately up gradient of the system.

                       0-17" Sandy loam fill
                       17-28" Sandy fill; loose with 2.5Y 3/6 mottling
                       28-32" Clam Shell Debfis
                       32"+ IOYR 4/1 sands; loose; single grained; with IOYR 2/1 and IOYR 4/6
                       mottles                    Udorthents, wet substratum
               10.     Indicate the depth and evidence in soil morphology used to determine the seasonal high
                       water table between the septic system and surface waters (i.e. depth to restrictive layers,
                       texture, structure, matrix colors using Munsell notations, redoximorphic features or
                       evidence of wetness in the soil morphology.):

                       Estimated seasonal high water table @ 17" evidenced by non-cemented redox
                       concentrations at 17" a,nd below.








                                                                3









             11.   Do livestock frequent the vicinity of the effluent disposal area?
                   Yes- No_X_

             12.   Is heavy equipment used in vicinity of the effluent disposal area?
                   Yes- No_X_

             13    How often is the septic tank pumped? -  N/A

             14.   Does residence have any of the following:
                          Dishwasher: Yes        No  ?
                          On-site laundry/washing machine: Yes-?- No
                          Low flow plumbing fixtures: Yes        No-?-
                          Garbage Disposal: Yes        No
                          Separate plumbing system for grey water: Yes       No-?-
                          Water Treatment System: Yes  -      No_X__
                          Sump Pump: Yes          No ?

             15.   a).    Designer's Assessment of the site's capability to adequately treat wastewater:

                          The site is very limited in its ability to handle wastewater due to
                          flooding, high water table, and small lot size.

                   b).    Designer's Assessment of the current system's capability to treat wastewater under
                          existing and proposed conditions:                9

                          The system is apparently an old steel cesspool which appears to be
                          in the water table. As such, its treatment capability is very poor.


















                                                         4









              THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE SELLER US

              The undersigned certify that I/we am/are the present owner(s) of the property assessed and that
              I/we have reviewed the Site Assessment Form, and further certify that all information provided
              by me/us to the Designer is true and correct to the best of my/our knowledge and belief.

              Seller:                                                       Date:


              Seller:                                                       Date:



                 THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE DESIGNER


              1, the undersigned, certify that I believe this assessment, as based on state laws and
              administrative rules, is accurate, complete and not misleading, and that information provided
              by me is true and correct to the best of my knowledge and belief, and that to the extent that
              the assessment is based on information provided to me by others, that I believe the
              information is true and correct.


              Designer:                                                       Date:


                 THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE BUYER(S)

              The undersigned certify that I/we have reviewed this Site Assessment Form and understand
              the information contained herein and that we have received a copy of this Site Assessment
              Form.


              Buyer:                                                           Date:

              Buyer:                                                           Date:







              Completed assessment form distribution:

              Original with listing, then to Buyer
              One copy to Designer
              One copy to WSPCD



                                                             5











                                  AREA = 5.000 SOFT.





                          /
                           (STRAND
                           VEGETATION)
                         HIGHEST OBS/
                         TIDE
                                    -, @43
                                      3.38
                 41
                                                                    48
                         6-21                           0
                                              +44            W5
                                                              e I
                               G  cess pool                      47
                                                                5.93



                                                                 +36
                                                       15.76       5.88-
                                                       V45 util' PI 6
                                                                 6.18






      LEGEND:

      PROPERTY BOUNDARY (APPROX.)
      STRUCTURE                                                          OWNER: BECMAN, N.
                                                                         MAP# 23 LOT# 33
      EFFLUENT DISPOSAL AREA (EDA)                                       ADDRESS: 33 RIVER ST.
      WETLAND EDGE                                                           OCTOBER, 199.4
      NOTE: BOUNDARIES AND                                           ELKIND ENVIRONMENTAL ASSOCIATES, INC.
                                                                                       I BAY.EADIDW DII.
                                        Poo,                      17
                                      "@ , 0"



      OTHER DETAILS DEPICTED        SCALE 1        of     20f
      ON THE PLAN ARE ONLY                                                              NASHUA, NEW HAMPSHIRE 03063
      APPROXIMATE AND CARE                                            EEA
      SHOULD BE EXERCIZED IN                                                            (603) 889-4357
      THEIR USEI                                                       ENGINEERING      PERMITTING     CONSULTING
























                                                 BECMAN N.
                                                  33 RI VER S T.


          REL A TI VE
          EL EVA TION
          IN FEE T
                        6-
                        3-
                        0-

                          0          70         20       30         IM


                              CROSS-SECTION FROM EDA TO HIGHEST OBS. TIDE

                                 (0 REPRESENTS EDGE OF EDA
                                  CLOSEST TO HIGHEST OBS. TIDEJ



                                      SCALE 7' HORIZONTAL = 70 FT.
                                             Iff VERTICAL = 70 FT










                                   TIDAL WATERS SITE ASSESSMENT FORM
                                             DRAFT - September 28, 1994

              Owner: Eastman, C.

              A. Pro.pe Lty

              1.     Designer's Name:-Elkind Environmental Assoc., Inc. Designer's Permit #-864

                     Designer's Business
                     Address:-6            Baymeadow Dr.             Nashua,       NH        03063


                     Designer's Phone Number: 889-4357

              2.     Lot Location:
                       City/Town: Seabrook Lot# 48-1 Tax Map# 23
                       Street: 48 River Rd. Subdivision Name:


              3.     Type of Use (check all that apply):
                       Residential:-X_ (if yes, Single-X        Multi-family_ # of bedrooms-2
                                           Seasonal Use        Year-round Use_X__)
                       Commercial:-      (if yes, Seasonal Use       Year-round Use___)

                       Industrial:


                     Brief Description of Property and
                     Structures:


                     This lot contains 2 improved mobile home units. The land around this unit
                     appears to be fill and does not clearly show on the tax map.

              4.     Is the structure Occupied?   Yes  - X-      No
                     If yes, how long?            Years:-10+ Months

              B. Present Sewage Disposal System

              1.     Does the property currently have an on-site sewage disposal system?
                     Yes-X- No

              2.     Does the property use a Community Septic System (one          that services 2 or more
                     households)?
                     Yes- No:-X-





                                                            L









               3.      Does system have a septic tank? Yes-X      -   No
                       If yes, is it: Concrete-X- or         Steel

               4.      What is the capacity of the septic tank? 1000 (gallons)

               5.      Does your system have an effluent disposal area?
                       Yes-X- No

               6.      Is the sewage disposal system state approved? Yes- No-X-

               7.      What is the age of the system? Years-2+ Months

               8.      If a state copy of the septic design plan and construction and operational approval is
                       available, please attach.
               9.      Supply  an 8 1/2" X I V sketch map drawn to scale or with dimensions showing:

                               lot with approximate location of property lines
                               structures (in-ground pools, garages, sheds, buildings with foundations, etc.)
                               location of highest observable tide (i.e. the furthest landward limit of tidal flow
                               which can be recognized by indicators such as the presence of a strand line of
                               flotsam and debris, the landward margin of salt tolerant vegetation, or a physical
                               barrier that blocks further flow of the tide.)
                               location of septic tank and effluent disposal area
                               approximate locations of abutters' septic systems and wells within 75' well radius

                       Also include:


                               type of system
                               age of system

               C.      Lot Characteristics (determined through field evaluation):

               1.      Date of Field Evaluation:       10/24/94


               2.      Lot size:      50,000 Sq. Ft. (in acres or square feet) based on deed          tax map_,
                       survey_, or other X-Guesstimate

               3.      Provide a cross-sectional sketch of elevations from the effluent disposal area to the
                       highest observable tide. Provide elevations at 10 foot horizontal intervals.






                                                                 2








               4.     Site Loading Capacity (calculated in gallons/day):_1290

               5.     Water Supply:
                              Well on Lot? Yes              No_X_
                              Water supply off lot?         Yes_X_         No

               6.     What   is the proximity (in feet) of the effluent disposal area to poorly drained or very
                      poorly drained soils (Hydric B or Hydric A)?

                      > 75 ft. to poorly drained soils
                            ft. to very poorly drained soils

               7.     Is system raised by fill or in-ground in natural receiving soils? _in-fill-

               8.     Does surface runoff affect the effluent disposal area?
                      Yes- No_X_

               9a.    Provide a representative profile description and the soil series name (if known) of the
                      soils in the area of and down gradient of the system.

                      0-30" IOYR 4/4 granular fill with mottling 0 20"
                      30-40" IOYR 2/1 loamy sand; granular, friable, saturated

               9b.    Provide a representative profile description and the soil series name (if known) of the
                      soils immediately up gradient of the system.

                      0-28" IOYR 5/4 granular fill
                      28-39" IOYR 3/3 sandy loam fill with 2.5Y 5/4 and 10YR 5/1 mottles
                      39"+ lOYR 2/1 loamy sand; granular, friable


               10.    Indicate the depth and evidence in soil morphology used to determine the seasonal high
                      water table between the septic system and surface waters (i.e. depth to restrictive layers,
                      texture, structure, matrix colors using Munsell notations, redoximorphic features or
                      evidence of wetness in the soil morphology.):

                      Mottling occurs from 28" upslope to 20" downslope in filL Water table surfaces
                      at tidal fringe.









                                                                3










          11.   Do livestock frequent the vicinity of the effluent disposal area?
                Yes- No_X_

          12.   Is heavy equipment used in vicinity of the effluent disposal area?
                Yes- No_X_

          13    How often is the septic tank pumped9

          14.   Does residence have any of the following:
                     Dishwasher: Yes    No-?-
                     On-site laundry/washing machine: Yes_X_ No
                     Low flow plumbing fixtures: Yes No_X_
                     Garbage Disposal: Yes   No
                     Separate plumbing system for grey water: Yes-?- No
                     Water Treatment System: Yes- No_X_
                     Sump Pump: Yes      No_X_

          15.   a).  Designer's Assessment of the site's capability to adequately treat wastewater:

                     The site is sufficiently large for the overall 4 bedroom loading.

                b).  Designer's Assessment of the current system's capability to treat wastewater under
                     existing and proposed conditions:

                     The system demonstrates no evidence of imsufficient treatment.
                     However, the bed bottom is close to or within the fluctuating water
                     table. Accordingly, it is likely that wastes are not being treated
                     adequately.

















                                               4










                THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE SELLER(S)

              The undersigned certify that I/we am/are the present owner(s) of the property assessed and
              that I/we have reviewed the Site Assessment Form, and further certify that all information
              provided by me/us to the Designer is true and correct to the best of my/our knowledge and
              belief.


              Seller:                                                     Date:


              Seller:                                                      Date:



                THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE DESIGNER


              1, the undersigned, certify that I believe this assessment, as based on state laws and
              administrative rules, is accurate, complete and not misleading, and that information provided
              by me is true and correct to the best of my knowledge and belief, and that to the extent that
              the assessment is based on information provided to me by others, that I believe the
              information is true and correct.


              Designer:                                                 -   Date:


                 THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE BUYER(S)

              The undersigned certify that I/we have reviewed this Site Assessment Form and understand
              the information contained herein and that we have received a copy of this Site Assessment
              Form.


              Buyer:                                                         Date:

              Buyer:                                                         Date:






              Completed assessment form distribution:

              Original with listing, then to Buyer
              One copy to Designer
              One copy to WSPCD










           AREA - 50.000 SOFT.


                                                    97

            HGHEST 08S. TDE   59     5.79
         (STRAND LINE]


                                 7.61


                             7j5 ;-69





                 .7        4
                  5.69


                                 +23
                                   6-77














                                                                      71






                                                                                  7 it,




                                                                                        7





                                                                              20 C8 -.6,6.9







     LEGEND:               SCALE 1"          60'

     PROPERTY BOUNDARY (APPROX.) _ . _
     STRUCTURE                                                OWNER: EASTMAN, C.
                                                              MAP# 23 LOT# A8-1
     EFFLUENT DISPOSAL AREA (EDA)                             ADDRESS: 48A RIVER ST.
     WETLAND EDGE                                                  OCTOBER, 199,4
                                                                %7110







     NOTE: BOUNDARIES AND                                 ELKIND ENVIRONMENTAL ASSOCIATES, INC.
     OTHER DETAILS DEPICTED                                               6 .11AYMEADOW DR.
     ON THE PLAN ARE ONLY                                  EEA            N SHUA, NEW HAMYSHIRE 03063
     APPROXIMATE AND CARE                                                 (603) $39-4357
     SHOULD BE EXERCIZED IN
     THEIR USEI                                             ENGINEERING   PERMITTING  CONSULTING











                                                    EASTMAN, C.
         REL A TI VE                                 d8A RI VER S T.
         EZEVA TION
         IN FEE T
                        7-                   --------


                        6-



                          0       70      20    30      do      so       60


                         CROSS-SECTION FROM EDA TO     HIGHEST OBS. TIDE

                                   10 REPRESENTS EDGE   OF EDA
                                   CLOSEST TO HIGHEST OBS. TIDEJ


                                       SCALE I" HORIZONTAL = 70
                                              I' VER TICA L = 7










                               TIDAL WATERS SITE ASSESSMENT FORM
                                       DRAFT - September 28, 1994

            Owner: Eastman, C.

            A. Prop6fty

            1.     Designer's Name:-Elkind Environmental Assoc., Inc. Designer's Permit #-864

                   Designer's Business
                   Address:-6        Baymeadow Dr.          Nashua,     NH       03063


                   Designer's Phone Number: 889-4357

            2.     Lot Location:
                    City/Town: Seabrook'Lot# 48-3 Tax Map# 23
                    Street: 48C River Rd. Subdivision Name:


            3.     Type of Use (check all that apply):
                    Residential:-X  (if yes, Single-X- Multi-family_ # of bedrooms-2
                                     Seasonal Use      Year-round Use-X-)
                    Commercial:     (if yes, Seasonal Use   Year-round Use__)

                    Industrial:


                   Brief Description of Property and
                   Structures:


                   This lot contains 2 improved mobil home units. The land around this unit appears
                   to be fill and does not clearly show on the tax map.

            4.     Is the structure Occupied? Yes X      No
                                               - i-O + M
                   If yes, how long?        Years:-        onths

            B. Present Sewage Disposal System

            1.     Does the property currently have an on-site sewage disposal system?
                   Yes-X- No

            2.     Does the property use a Community Septic System (one that services 2 or more
                   households)?
                   Yes- No:-X-






                                                    M









               3.     Does system have a septic tank? Yes-X      -  No
                      If yes, is it: Concrete-X- or         Steel

               4.     What is the capacity of the septic tank? 1000 (gallons)

               5.     Does your system have an effluent disposal area?
                      Yes-X- No

               6.     Is the sewage disposal system state approved? Yes- No-X-

               7.     What is the age of the system? Years-10+             Months

               8.     If a state copy of the septic design plan and construction and operational approval is
                      available, please attach.
               9.     Supply an 8 1/2 " X I I" sketch map drawn to scale or with dimensions showing:

                              lot with approximate location of property lines
                              structures (in-ground pools, garages, sheds, buildings with foundations, etc.)
                              location of highest observable tide (i.e. the furthest landward limit of tidal flow
                              which can be recognized by indicators such as the presence of a strand line of
                              flotsam and debris, the landward margin of salt tolerant vegetation, or a physical
                              barrier that blocks further flow of the tide.)
                              location of septic tank and effluent disposal area
                              approximate locations of abutters' septic systems and wells within 75' well radius

                      Also include:


                              type of system
                              age of system

               C.     Lot Characteristics (determined through field evaluation):

               1.     Date of Field Evaluation:       10/24/94


               2.     Lot size:       50,000 Sq. Ft. (in acres or square feet) based on deed        tax map
                      survey_, or other X Guestimate

               3.     Provide a cross-sectional sketch of elevations from the effluent disposal area to the
                      highest observable tide. Provide elevations at 10 foot horizontal intervals.






                                                               2








               4.     Site Loading Capacity (calculated in gallons/day):      1290

               5.     Water Supply:
                             Well on Lot? Yes               No-X-
                             Water supply off lot?          Yes-X-         No

               6.     What is the proximity (in feet) of the effluent disposal area to poorly drained or very
                      poorly drained soils (Hydric B or Hydric A)?

                             ft. to poorly drained soils
                      _10_ft. to very poorly drained soils

               7.     Is system raised by fill or in-ground in natural receiving soils? _in-fill_

               8.     Does surface runoff affect the effluent disposal area'?
                      Yes- No-X-

               9a.    Provide a representative profile description and the soil series name (if known) of the
                      soils in the area of and down gradient of the system.

                      0-6" Org.
                      6-40" IOYR 4/1 loamy sand, roots to depth, saturated at 12"

               9b.    Provide a representative profile description and the soil series name (if known) of the
                      soils immediately up gradient of the system.

                      0-30" IOYR 4/4 granular fill, mottling @ 20"
                      30-40" 10YR 2/1 loamy sand; granular; friable; saturated


               10.    Indicate the depth and evidence in soil morphology used to determine the seasonal high
                      water table between the septic system and surface waters (i.e. depth to restrictive layers,
                      texture, structure, matrix colors using Munsell notations, redoximorphic features or
                      evidence of wetness in the soil morphology.):

                      High chroma mottling @ 20"; saturated below 30" (directly adjacent to marsh)











                                                               3









             11.    Do livestock frequent the vicinity of the effluent disposal area?
                    Yes- No_X_

             12.    Is heavy equipment used in vicinity of the effluent disposal area?
                    Yes- No_X_

             13     How often is the septic tank pumped?   ?

             14.    Does residence have any of the following:
                          Dishwasher: Yes        No  ?
                          On-site laundry/washing machine: Yes_X_ No
                          Low flow plumbing fixtures: Yes  -j-_  No - X
                          Garbage Disposal: Yes  -     No-.
                          Separate plumbing system for grey water: Yes-?- No
                          Water Treatment System: Yes  -     No_X_
                          Sump Pump: Yes          No_X_

             15.    a)-   Designer's Assessment of the site's capability to adequately treat wastewater:

                          The site is sufficiently large for the overall 4 bedroom loading.

                    b).   Designer's Assessment of the current system's capability to treat wastewater under
                          existing and proposed conditions:

                          The graywater and blackwater leaching areas show evidence of
                          failure. Both are located within 20 feet of the marsh. Wastes are
                          not being adcuately treated.




















                                                         4









                 THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE SELLER(S)

              The undersigned certify that I/we am/are the present owner(s) of the property assessed and
              that I/we have reviewed the Site Assessment Form, and further certify that all information
              provided by me/us to the Designer is true and correct to the best of my/our knowledge and
              belief.


              Seller:                                                      Date:


              Seller:                                                      Date:



                 THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE DESIGNER


              1, the undersigned, certify that I believe this assessment, as based on state laws and
              administrative rules, is accurate, complete and not misleading, and that information provided
              by me is true and correct to the best of my knowledge and belief, and that to the extent that
              the assessment is based on information provided to me by others, that I believe the
              information is true and correct.


              Designer:                                                      Date:


                 THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE BUYER(S)

              The undersigned certify that I/we have reviewed this Site Assessment Form and understand
              the information contained herein and that we have received a copy of this Site Assessment
              Form.


              Buyer:                                                         Date:

              Buyer:                                                         Date:





              Completed assessment form distribution:

              Original with listing, then to Buyer
              One copy to Designer
              One copy to WSPCD



                                                            5











                     AREA - 50.

                                                                                                yl 97
                       HGHEST 08S. TIDEZ                             4,1,,
                   (STRAND LINE)





                                                           7.69






                                                  4

                                .7
                                   5.69                         +23
                                                                  6,7






                                                                                                                                blJq







                                                                                                                                     7J






                                                                                                                                                            7h,




                                                                                                                                                                       .67



                                                                                                                                                   -[?D C8   .6, &9






          LEGEND:                                  SCALE 1"                            60'

          PROPERTY BOUNDARY (APPROX.)
          STRUCTURE                                                                                                   OWNER: EASTMAN, C.
                                                                                                                      MAP# 23 LOT# 48-3
          EFFLUENT DISPOSAL AREA (EDA)                                                                                ADDRESS: 48C RIVER ST.
          WETLAND EDGE                                                                                                         OCTOBER, 199A
          NOTE: BOUNDARIES AND                                                                                ELKIND ENVIRONMENTAL ASSOCIATES, INC.
                                                                                                 P\\117














                                                                                                                                                         +?51




































          OTHER DETAILS DEPICTED                                                                                                            6 DAYMEADOW DR.
          ON THE PLAN ARE ONLY                                                                                   EEA                        NASHIIA, NEW HAMPSHIRE 03063
          APPROXIMATE AND CARE                                                                                                              ("3) $89-4357
          SHOULD BE EXERCIZED IN
          THEIR USEI                                                                                              ENGINEERING                PERMITTING             CONSULTING


















                                   EASTMAN, C.
                                    @8C RIVER ST.
    REL A TIVE
    EL EVA TION
    IN FEE T






                   5-


                     0       70      20    30

             CROSS-SECTION FROM EDA TO HIGHEST OBS. TIDE
                   f0 REPRESENTS EDGE OF EDA
                   CLOSEST TO HIGHEST OBS. TIDE/

                    SCALE P HORIZONTAL = 70 FT.
                           I' VER TICA L 2 FT.










                                     TIDAL WATERS SITE ASSESSMENT FORM
                                               DRAFT - September 28, 1994

               Seabrook Elementary School

               A- Property

               1.      Designer's Name:-Elkind Environmental Assoc., Inc. Designer's Permit #-864

                       Designer's Business
                       Address:-6            Baymeadow Dr.               Nashua,       NH         03063


                       Designer's Phone Number: 889-4357

               2.      Lot Location:
                        City/Town: Seabrook Lot# 40 Tax Map# 14
                        Street: 256 Walton Rd.           Subdivision Name:


               3.      Type of Use (check all that apply):
                        Residential:        (if yes, Single       Multi-family_ # of bedrooms
                                              Seasonal Use        Year-round Use_)
                        Commercial:_?_ (if yes, Seasonal Use             Year-round Use-?-)

                        Industrial:


                       Brief Description of Property and
                       Structures:
                       Property consists of approximately 70 Acres with an elementary and junior high
                       school; support buildings; athletic fields; and 3 separate septic systems.


               4.      Is the structure Occupied?     Yes -X-        No
                       If yes, how long?              Years:         Months.        (30 years in part)

               B. Present Sewage Disposal System

               1.      Does the property currently have an on-site sewage disposal system?
                       Yes-X- No

               2.      Does the property use a Community Septic System (one that services 2 or more
                       households)?
                       Yes- No:-X-





                                                               N









               3.      Does system have a septic tank? Yes   -  X-    No- (several)
                       If yes, is it: Concrete-X        or    Steel

               4.      What is the capacity of the septic tank?                  (gallons)
                       (12,000 gal.- system 3; Others unknown

               5.      Does your system have an effluent disposal area?
                       Yes-X- No

               6.      Is the sewage disposal system state approved? Yes-X (sytem 3)_ No

               7.      What is the age of the system? Years 22-30          Months

               8.      If a state copy of the septic design plan and construction and operational approval is
                       available, please attach.

               9.      Supply an 8 1/2 " X I V sketch map drawn to scale or with dimensions showing:
                                                 (Note: larger plan included)

                              lot with approximate location of property lines
                              structures (in-ground pools, garages, sheds, buildings with foundations, etc.)
                              location of highest observable tide (i.e. the furthest landward limit of tidal flow
                              which can be recognized by indicators such as the presence of a strand line of
                              flotsam and debris, the landward margin of salt tolerant vegetation, or a physical
                              barrier that blocks further flow of the tide.)
                              location of septic tank and effluent disposal area
                              approximate locations of abutters' septic systems and wells within 75' well radius

                       Also include:


                              type of system
                              age of system

               C.      Lot Characteristics (determined through field evaluation):

               I .     Date of Field Evaluation:        10/27/94-

               2.      Lot size: 45 Acres         (in acres or square feet) based on deed          tax map-X-,
                       survey_, or other   -                     ) (Principal States 70 acres approx.)

               3.      Provide a cross-sectional sketch of elevations from the effluent disposal area to the
                       highest observable tide. Provide elevations at 10 foot horizontal intervals.



                                                                2








               4.     Site Loading Capacity (calculated in gallons/day):_35,000
                                             Note: All Acreage Not Soil Mapped

               5.     Water Supply:
                              Well on Lot? Yes              No_X_
                              Water supply off lot?         Yes_X_         No

               6.     What  is the proximity (in feet) of the effluent disposal area to poorly drained or very
                      poorly drained soils (Hydric B or Hydric A)? .

                              ft. to poorly drained soils (System I - 400', System 2- 80', System 3 - 80')
                              ft. to very poorly drained soils

               7.     Is system raised by fill or in-ground in natural receiving soils?
                                              Systems I & 3 appear to be in fill

               8.     Does surface runoff affect the effluent disposal area?
                      Yes- No_X_


               9a.    Provide a representative profile description and the soil series name (if known) of the
                      soils in the area of and down gradient of the system.


                      0-6" 7.5YR 3/2 sandy loam; granular; friable; cfr
                      6-22" 10YR 6/6 fine sand; loose; single grained
                      22-40"+ 10YR 6/4 fine sand; loose; single grained with 10YR 5/8 mottles noted
                                                           Deerfield



               9b.    Provide a representative profile description and the soil series name (if known) of the
                      soils immediately up gradient of the system.

                      0-14" 7.5YR 3/2 sandy loam; granular; friable; ffr
                      14-24" 7.5YR 4/6 loamy fine sand; granular; very friable
                      24-40+" IOYR 5/6 fine sand; loose; single grained;
                                                     Typic Udipsamments

               10.    Indicate the depth and evidence in soil morphology used to determine the seasonal high
                      water table between the septic system and surface waters (i.e. depth to restrictive layers,
                      texture, structure, matrix colors using Munsell notations, redoximorphic features or
                      evidence of wetness in the soil morphology.):

                      Mottles noted at 22" depth and below (non-cemented redox concenirations).


                                                                3









               9a.    Provide a representative profile description and the soil series name (if known) of the
                      soils in the area of and down gradient of the system.



                      0-7 IOYR 3/1 sandy loam; granular; friable with oxidized rhizospheres
                      7-18" 7.5YR 3/2 sandy loam; granular; flable
                      18-40" + I OYR 4/3 loamy sand; granular; friable; with IOYR 4/2 and IOYR 3/6
                      mottles
                                                            Walpole

               9b.    Provide a representative profile description and the soil series name (if known) of the
                      soils immediately up gradient of the system.


                      0-5" 10YR 3/3 sandy loam; friable
                      5-14" 10YR 4/3 loamy sand; granular; friable
                      14-32" IOYR 6/6 fine sand; loose; single grained
                      32-40"+ IOYR 6/4 fine sand; loose; single grained
                                                        Udipsamments

               10.    Indicate the depth and evidence in soil morphology used to determine the seasonal high
                      water table between the septic system and surface waters (i.e. depth to restrictive layers,
                      texture, structure, matrix colors using Munsell notations, redoximorphic features or
                      evidence of wetness in the soil morphology.):

                      Seasonal high water table at or very near the surface. Chroma I matfix with
                      oxidized rhizospheres above a chroma 2 matrix with both redox iron depletions
                      and redox concentrations.



                                                           &stem 3
               9a.    Provide a representative profile description and the soil series name (if known) of the
                      soils in the area of and down gradient of the system.

                      0-7 IOYR 3/1 sandy loam; granular; friable with oxidized rhizospheres
                      7-18" 7.5YR 3/2 sandy loam; granular; fiable with 7.5YR 5/0 mottles
                      18-40" + IOYR 4/3 loamy sand; granular; friable; with IOYR 4/2 and 10YR 3/6
                      mottles
                                                             Walpole





                                                               4








               9b.    Provide a representative profile description and the soil series name (if known) of the
                      soils immediately up gradient of the system.

                      0-5" IOYR 3/3 sandy loam; friable
                      5-14" 10YR 4/3 loamy sand; granular; friable
                      14-32" IOYR 6/6 fine sand; loose; single grained
                      32-40" + IOYR 6/4 fine sand; loose; single grained
                                                        Udipsamments

               10.    Indicate the depth and evidence in soil morphology used to determine the seasonal high
                      water table between the septic system and surface waters (i.e. depth to restrictive layers,
                      texture, structure, matrix colors using Munsell notations, redoximorphic features or
                      evidence of wetness in the soil morphology.):

                      Seasonal high water table at or very near the surface. Chroma I matrix with
                      oxidized rhizospheres above a chroma 2 matrix with both redox iron depletions
                      and redox concentrations.


               11.    Do livestock frequent the vicinity of the effluent disposal area?
                      Yes_(Students?)_ No

               12.    Is heavy equipment used in vicinity of the effluent disposal area?
                      Yes- No_X

               13     How often is the septic tank pumped? _?

               14.    Does 'rh.-*j.,d  have any of the following:
                               ..........
                              Dishwasher: Yes_X_ No
                              On-site laundry/washing machine: Yes            No_X_
                              Low flow plumbing fixtures: Yes_X_ No
                              Garbage Disposal: Yes     -X-   No
                              Separate plumbing system for grey water: Yes            No_X_
                              Water Treatment System: Yes     -      No_X_
                              Sump Pump: Yes            No_X_

               15.    a).     Designer's Assessment of the site's capability to adequately treat  wastewater:

                              Existing loading is approximately 18,750 gallons per day. This is
                              well within the sites ability to handle wastewater. The soils appear
                              to be sufficiently well drained to provide adequate treatment.






                                                                5










                 THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE SELLER(S)

              The undersigned certify that I/we am/are the present owner(s) of the property assessed and
              that I/we have reviewed the Site Assessment Form, and further certify that all information
              provided by me/us to the Designer is true and correct to the best of my/our knowledge and
              belief.


              Seller:                                                      Date:


              Seller:                                                      Date:



                 THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE DESIGNER


              1, the undersigned, certify that I believe this assessment, as based on state laws and
              administrative rules, is accurate, complete and not misleading, and that information provided
              by me is true and correct to the best of my knowledge and belief, and that to the extent that
              the assessment is based on information provided to me by others, that I believe the
              information is true and correct.


              Designer:                                                      Date:



                 THE STATEMENT BELOW MUST BE SIGNED AND DATED BY THE BUYER US

              The undersigned certify that I/we have reviewed this Site Assessment Form and understand
              the information contained herein and that we have received a copy of this Site Assessment
              Form.


              Buyer:                                                         Date:

              Buyer:                                                         Date:






              Completed assessment form distribution:

              Original with listing, then to Buyer
              One copy to Designer
              One copy to WSPCD



                                                            7



   mmm mmm


        REL A TI VE
        ELEVA TION
        //V FEE T                                SEABROOK ELEMENTARY SCHOOL

         20-                                      2545 WALTON RD.

                                                    NO TE: FIELD I AS INDICA TED ON PL AN
                                                    OTHER FIELDS DO NOT DRAIN TOWARD
                                                    EVALUATED MARSH AND ARE Nor INCLUDED
          75-                                       IN CROSS-SECTION DETAILS



          70-




           5-

             0        50        700      150     200       250       300      350                 @50


                               CROSS-SECTION FROM EDA TO HIGHEST OBS. TIDE

                                    /0 REPRESENTS EDGE OF EDA
                                    CLOSEST TO HIGHEST OBS. TIDE)

                                       SCALE I" HORIZONTAL = 50 FT.
                                                 I' VER TICA L = 5 FT.







                                 -tM

                                                                                  e r I C- T n,%j K                                       7 0           !r7 7
                                                    fn r%14GIV
                                                                                 jD;r, -ij rs /,v ,VTii/ t.,Evis rw G   i  1w;
                                                                                                                             LJ
                                                                                                                           Z'  72 S'               v
                                                      C                                                                                GA
                                                                                                                                                              ,;iq y
                                                 S EV 7-                                                                                  Sm, Ox
                                                                                                                                  I /,o tj 1-0 llr,":   T        r z 117
                                                                                                                                                     Al
                                                                         /100   GA t-     39..!                              L)5C
                                                                        @Pl                                                     1 CIO

                                                                         Its                                                    22


                                                                                                              -t Aj
















                                                                                                                         "44

                                                                                                                       vi
                                                                        fL















                                                           -4,6
                                                                                                ex,
                                                                                                               e A
                                                                                          A  PJ 0






                                 ,46








                                            :. . . . . . . . . . . .








                                                                                         4f v





                                                                                       IV
                                                                                                                                                                    A6@
                                                                                                                                                                   9k
                                                                                                                                  S4@




                                                                                     I@Z          L I*f
                                                                             4r





                                                                                                        IL
                                                                                      riv 0   aLoc






                                                                                                                                                 I Z.e


                                                                                                     A IV,
                                                                                 70
                                                                                                      A
                                                                       ,VO















                                                                                                                     14  o    SY5 .7    E
                                                                   0
                                                                                                             t4o T 4:,T 0     cv




                                                             Vo
                                                                                                                            LOU
                                                                                                           r               r
                                                                                                                        J  qE60
                                                            r                                                               PIT





                                                                                                                                                      le.
                                                                                 A@




                                                                                                           a
                                  4 4-A.CH,':
                                                                        OITS .%Tecr/o,.

                                                  -11-4^11voz 11 clovele.
                                                                                 A so-M.44 T   A P E'Al
                                                                                                                                            ev
                                                 "t -n.:
                                                                                                                                I @D; 0
                                                                                                   Lit          -6a


                                                                                                  '.IJ     tj






                          V,-,V/c z F.S@
          'd V,-,e 741V@-  Oi "U'R11A
                                                                                                           r
                                                                                                             Al
                  Aloz 10. H,    10,40

                                                                                                           Ll
                                                                                                     G'

         S T        PIT
                                1    .3014.4 OG
                       IVO 7-   70   SC.42 4F)
                                                                                                                                           0 L
                                                                                 S EA P /P 0014-                                 V
     -s re  -fL-'A-Y-J?72
                                                                                     S EA, 19", K---.        0



                                                 Ce)otJTY

                                                                                  DA -Z-       --7-U e   Y,
                                                 CL ASS                                .7                      97
                                                                                                                                                               J
                                                                                  -,4 A'A @-A@     -T (IA'. vY
                1175 o'ox rzli   45 r
       10.5 E r.           M 15 AR E e
                        EL A A/C E',jl                                                                                               L
                                                     L
                                                                                                                                     I Y'

                                                                                              @--lj I @tP






                                                 CL Az
                                                                                                                        OCI






                                TA OZ         V@ z.? q -   q
                                                                                                                             HECKER
     .4 Y  Or 11P-EP IOZIS                 --4e


            -7













































































                                                                 3 6
                                                                    681416   70