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






                                                                           Attachment #95.5.6.3























































                      TD
                      224
                      .N46
                      P65
                      1996













 A




                           La v



                POLLUTANT LOADING OF URBAN AND RURAL AREAS IN
                               SOUTHEASTERN NEW HAMPSHIRE




                                              FINAL REPORT











                                                Submitted by:
       Cl<
                                              Larry K. Brannaka


                                       University of New Hampshire
                                      Environmental Research Group
                                                 Durham, NH
                                               August 1, 1996








                    NO
                                                                                   Nil
                This report was funded in part by a grant from the Office of State Planning, New
                Hampshire Coastal Program, as authorized by the National Oceanic and Atmospheric
                                                                                   Ak-



                Administration (NOAA), Grant Award Number NA570ZO320.


























                                                                     Nil


             Pollutant   Loading of Urban and Rural Areas in
                          Southeastern New Hampshire


                                         Abstract
                 This study was a pilot study of the highway maintenance
             practices of four New Hampshire communities and the loading rates
             of the non-point source pollutants. The communities selected
             included one urban community and four surrounding rural
             communities. The study was performed with a survey form and
             follow-up interviews. The objectives were to evaluate if there are
             significant differences between the practices and the loading rates
             of urban and rural communities. A second objective was to estimate
             the loading rates of various non-point source pollutants. The only
             potential pollutants found attributable to highway maintenance
             practices where sand and salt. Rural loading rates were estimated
             between 33 to 50 yd 3/Mi for sand and 4.2 to 12 yd 3/Mi for salt. The
             sand loading rates for the urban areas was significantly lower, with
             7.5 yd3/mi. The salt loading rate was within the same range as the
             rural communities surveyed. The general roadway maintenance
             procedures were very similar between each community surveyed.










             TABLE OF CONTENTS



             1. Overall Concept                                             I


             11. Present Scope of Work                                      2


             111. Methodology                                               3


             IV. Results                                                    7



             V. Salt and Sand Loading                                       15


             VI. Conclusions and Recommendations                            17




             APPENDIX A. Survey of Road Maintenance Practices


             APPENDIX B. Interview Questionnaire for Survey of Road Maintenance
                          Practices


             APPENDIX C. Survey of Road Maintenance Practices Summary of
                          Responses


             APPENDIX D.   Dover Salt and Plow Routes, and Structures Requiring
                          Maintenance









              List of Ficiures:



              Figure 1. Selected Town Locations.

              Figure 2. Town of Dover Road Map.

              Figure 3. Town of Barrington Road Map.

              Figure 4. Town of Rollinsford Road Map.

              Figure 5. Town of Farmington Road Map.

              Figure 6. Barrington Snow Plow Routes, Bridges, and Major Culverts

              Figure 7. Barrington Priority Snow Plow Routes and Problem Areas

              Figure 8. Rollinsford Plow Routes

              Figure 9. Farmington Downtown Area

              Figure 10. DoverTraffic Volumes

              Figure 11. DoverPriority 1 and2Salt Routes








                Pollutant Loading Mapping of Urban and Rural Areas in
                               Southeastern New Hampshire
             6                            Final Report



                  The research detailed in this report is the first step or phase
             in a project conceived to identify those areas in the coastal region
             of New Hampshire which are the most sensitive to various types of
             non-point source pollution. The project is directed toward
             municipal maintenance programs; looking at non-point source
             pollutants distributed along the municipal highway systems as part
             of the standard maintenance practices. The first phase of this
             project was to identify the kinds of non-point source pollutants
             distributed, and to quantify the loading to the environment on an
             areal basis. The project did not deal with pollutants resulting from
             roadway traffic.
             1. Overall Concept
                   The ultimate objective of the overall project is to identify the
             areas in the coastal region of New Hampshire which are the most
             sensitive to non-point source pollution from various selected
             pollutants. Once identified, those sensitive areas can be compared
             to pollutant loading information to create visual maps identifying
             the loading in sensitive areas. The maps and study results would be
             useful as a tool in prioritizing and identifying the most appropriate
             remedial measures for a particular pollutant. The end result will be
             the most effective use of the municipalities' remedial dollars.


                   The first phase of the project was to develop a pollutant
             loading data base based on surveys sent out to local municipalities
             and interviews with local township maintenance departments. The
             data base may serve as the basis for creating loading maps
             generated by hand or by combining the survey data with a
             geographical information system (GIS) data base. This first phase
             was funded by in part by a grant from the Office of State Planning,
             New Hampshire Coastal Program, as authorized by the National






              Pollutant Loading Mapping      Final Report                           2

              Oceanic and Atmospheric Administration (NOAA), Grant Award
              Number NA570ZO320. The findings of this first phase are described
              in the body of this report.


                    The second phase of the overall project would be to utilize a
              computer model, such as DRASTIC, to interface with a GIS data base
              to identify areas of highest pollution sensitivity or risk. DRASTIC
              formulates this information using the GIS data for each location in
              the data base and establishing a weighted value for the pollution
              risk for that location. This weighted value may include parameters
              such as land use, soil type, vegetative cover, depth to groundwater,
              hydraulic conductivity, surface slope, proximity to surface waters,
              etc. Weights for the each parameter are established with respect to
              the individual pollutant characteristics and the sensitivity of the
              parameter to that pollutant. The final risk is the summation of the
              product of the relative risk that the parameter contributes to the
              pollution potential, and the degree of the risk held by that particular
              location for each parameter. The model will compile these risk
              values for all locations in the selected area. The ultimate product is
              a detailed map identifying the degrees of risk based on a pre-
              selected scale of risk values. This map will identify the areas most
              sensitive to particular pollutants. The model may be reformulated
              for different pollutants.
                    The third phase of the project is to overlay the maps from the
              first two phases and identify the locations at which there may be a
              need for corrective action. Those locations at which remedial
              measures may decrease NPS pollution will be identified as well as
              the nature of the remedial measures required. This information in
              addition to the relative risk from the maps will aid in prioritizing
              the remedial projects.
              11. Present Scope of Work
                    The scope of work for this report is a pilot study of the first
              phase, or the pollutant loading mapping. The pollutant mapping was
              based on information collected from four local municipalities, on
              activities which may either directly or indirectly contribute to non-
              point source pollution. These activities include salting and sanding
              the roads; street sweeping; use of dust palliatives; agri-chemicals;
              maintenance of bridges and runoff control structures; and
              construction best management practices (131-113s). Information on
              these activities were gathered through surveys sent directly to the
              municipalities and their maintenance departments, as well as




             lollulanl loaling Mapping      Final Report          0-6              3

             personal interviews with the persons in  charge of operations that
             may affect non-point source pollution.



                   The specific tasks performed as part of this study included:
                   A. Selection of study area,
                   B. Designing a survey,
                   C. Formulating an interview procedure,
                   D. Sending out surveys,
                   E. Setting up and conducting interviews to supplement survey
                      information,
                   F. Compiling the information gathered in a data base,
                   G. Preparation of final summary report.
                   The information gathered was evaluated with respect to its
             value in identifying loading rates, and areal distribution of the
             pollutant loading. The procedures used in gathering the information
             were also evaluated with respect to future efforts in pollutant load
             mapping. and aid in the evaluation of immediate remedial needs.
             Lastly, this study evaluated the benefits of the gathered
             information, especially in light of the cost and effort required to
             obtain it.
             111. Methodology
                   The methodology used in this study is described below
             Reference is made to the specific tasks outlined in the introduction.
                   A. Selection of Study Area: The first task of this project
             was to select pilot study area. The objective was to examine at
             least two communities of different demographics, to see if there
             was a difference in the type of information which could be obtained.
             An urban community and a rural community in the same general area
             were desired. The pilot study area was selected in a meeting
             between the NHOSP, NHDES, UNH Technology Transfer Center, and the
             author. Dover, NH was selected as the urban area, since the
             information gathered in this study could potentially contribute to
             other on-going studies in that municipality. Three surrounding rural
             towns were selected because they were either adjacent to the town
             of Dover, or in the general area. The towns selected were
             Barrington, Rollinsford, and Farmington. Barrington and Rollinsford




             Pollutant Loading Mapping      Final Report         0  A-:           4

             are adjacent to Dover. Barrington is inland, while Rollinsford
             borders the Salmon Falls River which flows between New Hampshire
             and Maine. The locations of the selected towns are shown in Figure
             1. Studying towns in the same vicinity reduced the influence of
             climate variables due to geographic location. The layout of the
             roads are shown in Figures 2 through 5 for Dover, Barrington,
             Rollinsford, and Farmington, respectively. The study concentrated
             only on those roads maintained by the municipalities, and ignored
             those practices along State or Federal Highways, such as the
             Spaulding Turnpike and Route 9 in Figure 2.
                   B. Designing a Survey: The first part of this task was to
             identify the type of information which would be useful in
             establishing pollutant loading rates, and the distribution of those
             rates along different sections of roadway. This task was initiated
             by examining other studies which have been done for highway
             maintenance practices. We obtained a report by the Office of the
             Legislative Auditor of the State of Minnesota of a review of the best
             practices for snow and ice control (Office of the Legislative Auditor
             ,1995). This document described the results of a detailed survey
             sent out to each municipality in the State of Minnesota requesting
             information on the current procedures and equipment used for snow
             and ice control and removal. The report was intended to provide a
             media for the exchange of information between municipalities in the
             state. Included in the report was the survey they sent out to the
             municipalities, and a tabulation of the results. We utilized this
             survey as the starting point for our own survey. We first selected
             those questions pertaining to the spreading of sand, salt, and any
             pre-wetting agents on the roads. The Minnesota survey was too
             detailed in many aspects of the snow plowing procedures for our
             own objectives, so many questions were either eliminated,
             combined, or simplified.
                   The Minnesota survey only addressed snow removal and
             traction control for icy conditions, and did not include questions on
             the other maintenance practices in which we were interested. We
             consequently added questions to the adapted Minnesota survey to
             solicit the type information which we were seeking on the other
             practices mentioned above. The draft of the survey was reviewed
             first by Mr. David Fluharty of the University of New Hampshire T'
             Center, and then by Marcia A. Brown-Thunberg and Jennifer Fox of
             the Office of State Planning of New Hampshire (NHOSP).     Their
             comments were incorporated into the final survey.    A copy of the
             final survey form is included in Appendix A.




               Pollutant Loading Mapping           Final Report              a A-               5

                      The survey form was broken down into seven categories. They
               included:
                      1.   Snow Removal and Traction Management,
                      11.  Soil Stabilizers,
                      111. Bridge Maintenance Practices,
                      I V. Street Sweeping and Debris Removal,
                      V.   Catch/Sediment Basin and Culvert Maintenance,
                      V 1. Pesticide, Herbicide, and Fertilizer Application;
                      VII. Construction Practices.
               Each   category included questions on a particular type of non-point
               source pollutant. The potential pollutants addressed by each of the
               respective categories are:
                      1.   Sand and salt;
                      11.  Dust palliatives such as waste oil or liquid calcium
                           chloride;
                      111. Bridge paint scale, rust, and sand blasting sand;
                      IV.  Sand, dust and dirt, roadway residues from vehicles, and
                           litter;
                      V.   Sand, dirt, and organic material;
                      VI.  Agri-chemicals such as pesticides, herbicides, and
                           nutrients from fertilizers;
                      V1.  Sand, dirt, organic matter, roadway residues, construction
                           equipment residues, and other erosion materials.
               The contaminants can be transported by means of surface water
               runoff, or through infiltration into the vadose zone and eventually to
               the groundwater table. Some the pollutants listed, such as sand,
               dirt, and organic matter are responsible for adding to the sediment
               load of surface waters, making waters more turbid and less suited
               to aquatic life. Road residues may contain petroleum based
               contaminants and heavy metals. Excess nutrients from fertilizers
               accelerate vegetative and alga growth in surface waters, and can
               make groundwaters unsuited for human consumption. Pesticides and
               herbicides can be transported to surface waters or groundwaters if
               the use is excessive, and can reach harmful concentrations for both
               aquatic life and human consumption.






               Pollutant Loading Mapping      Final Report                             6

                     C. Formulating an interview        procedure:    The draft survey
               was reviewed for questions which were best asked       during an
               interview. Those questions were removed from the       survey, and
               incorporated into an outline for the interview. This outline is shown
               in Appendix B.
                     The interview procedure as outlined above was altered
               slightly. It was decided since the final survey was so detailed, that
               it would be better to hold the interviews after the municipalities
               had time to review the survey and gather the information together,
               but before they returned the completed survey forms. The wisdom of
               this procedure was demonstrated by the fact that only one
               municipality had taken the time to fill out the survey form   by the
               time of the interview. The interview procedure used was to go over
               the survey form questions, and incorporate the questions from the
               outline for the interview. This procedure worked well, with the
               interviewer filling out the survey form and making supplemental
               notes as the survey proceeded.
                     D.  Sending out surveys:       Before surveys were sent out,
               contact was made with the road agent or public works director of
               each of the four municipalities. The contacts were:
                     Dover:        Mr. Michael Bobinsky, Public Works Director.
                                   River Street
                                   Dover, NH 03820
                                   (603) 743-6070
                     Barrington:   Mr. Ronald Landry, Road Agent.
                                   99 Brooks Road
                                   Barrington, NH 03825
                                   (603) 664-5379
                     Rollinsford:  Mr. Ronald Carignan
                                   477 Silver Street
                                   Rollinsford, NH 03869
                                   (603) 742-0831
                     Farmington:   Mr. Clark Hackett
                                   Town Office
                                   Farmington, NH 03835
                                   (603) 755-4884
               The purpose of our study was explained to each of the contacts
               above. The extent of the information sought was explained. In each
               case, a commitment to participate was obtained. For Dover, an
               initial interview was held with Mr. Bobinsky in which he agreed to




            Pollutant Loading Mapping    Final Report         0 k.; -         7
            participate and outlined his department's procedures. Dover was the
            only municipality surveyed that had a written snow removal
            operational plan. Mr. Bobinsky provided a copy of the plan for our
            review. The survey was sent out shortly after the last contact was
            made. E.  Conducting the interviews: The interviews were
            conducted in person with all but Mr. Clark Hackett of Farmington.
            Due to conflicts with his work schedule, Mr. Hackett was
            interviewed by phone. The interviews were performed in May and
            early June. Supplemental material was provided by Mr. Bobinsky of
            Dover, regarding material usage and roadway management.
                 F.   Compile Information in a Database: The information
            gathered in the surveys and interviews has been compiled on a single
            survey document, and is being entered into a data base. The data
            base being used is Microsoft'D Visual Fox-Pro. The summary survey
            document is included in Appendix C. Comparisons were made
            between the urban and rural areas and are presented below. Data on
            the material usage, number of operations, priority routes, and the
            relative frequency of sanding were analyzed to estimate the loading
            rates of sand and salt to specific roads in the municipalities.
            Loading maps were prepared where appropriate, to indicate the areal
            extent of different calculated loading rates.




            IV. Results
                 The four municipalities surveyed provided a cross-section of
            rural communities with populations from 2,600 (Rollinsford) to
            6,700 (Barrington) and an urban population of 26,800. With
            reference to total land area, Barrington has the largest area, with
            approximately 49 Mi.2, followed by Farmington (37.4 Mi.2 ), Dover
            (24 mi.2), and Rollinsford (7.5 mi.2). Although it has only the third
            largest area, Dover has the most highway miles, with 125 miles of
            paved two-lane roads, 20 miles of unpaved roads, and 26.5 miles of
            State and Federal highways. Farmington has 66 miles of two lane
            paved town maintained roads, 22 miles of unpaved roads, and 15
            miles of State highways. Barrington has 52 miles of paved two-lane
            roads, and 10 miles of gravel roads. Rollinsford, being the smallest
            town, has only 15 miles of Class V (rural, town maintained) roads.
                  A.   Summary of maintenance procedures.        Both Dover and
            Barrington have 27 cul-de-sacs and dead-ends. Farmington and




                                                                   "I'll A_j         8
              Pollutant Loading Mapping      Final Report          W

              Rollinsford both have 16. These features are difficult to plow and
              sand with the same equipment used on the highways. In the case of
              each town, these features are plowed and sanded using a smaller,
              pick-up truck.
                    Dover has 10 bridges 10 feet or more in length, Barrington has
              5, Rollinsford has 2 although one is owned by the railroad, and
              Farmington has 11. Bridges can be direct avenues for salt and sand
              and other sediments to enter surface waters. All the municipalities
              rely on state inspections of the bridges to evaluate their safety and
              rehabilitation requirements.  In the rural communities, this
              inspection is done on a 2 year cycle, in Dover the bridges are
              inspected on an annual basis. Most of the Road Agents perform a
              periodic inspection of their own, but not on a regular basis. There is
              no repainting program in any of the communities surveyed, although
              Barrington reported having repainted one of their bridges in 1986.
              The only debris from the repainting operation was what was scraped
              off the bridge members using wire brushes and manual scrapers. The
              debris was not captured.
                    Sand and salt are spread on the bridges as the roads are sanded
              and salted. In the spring, the grit on the bridges is removed as part
              of the street sweeping in Dover and Barrington. Dover's street
              sweeping contains the grit, and stockpiles it behind the River Street
              facility. Barrington uses a side sweeper, which pushes the grit off
              the roadway, or in this case, off the bridges. In Rollinsford, the grit
              falls through the bridge deck, and into the water below. Farmington
              washes the bridge decks in the spring, using river water. The grit is
              transported off the bridge and is carried with the runoff.
                    Dover has the most catch basins, with 2050. Farmington has
              approximately 200, whereas Barrington and Rollinsford have only
              ditches. The curbs in Dover are 80% granite barrier or sloped type,
              and the rest are bituminous. In Rollinsford, the curbs are 50%
              granite, and 50% bituminous. Farmington has only 1.5-2 miles of
              granite curbing. In all three towns, there are only grate-type    storm
              drain inlets. The drain inlets are inspected annually in Rollinsford
              and Farmington, and on an as-needed basis in Dover and Barrington.
              Dover has a program worked out where they clean about 500
              inlets/yr. Rollinsford cleans about 10/yr. Farmington cleans those
              needing attention in September, whereas Barrington cleans inlets to
              culverts on an as-needed basis.
                    The material collected during cleaning in Dover is stockpiled
              behind the Public Works Garage on River Street and is mixed with







             Pollulan, Loading Mapping      Final Report                             9

             brush for fill. Rollinsford and Farmington both collect the material
             at the transfer station and landfill, respectively. The material
             collected from the culvert inlets and outlets in Barrington is left
             along the shoulder of the roads, or given to local residents in the
             area who have requested fill material. In each community, at least
             90% of the storm drains discharge to surface water. Keeping inlets
             clean reduces the potential sediment load to the streams.
                   The number of sediment retention basins in Barrington is 5,
             and in Rollinsford is 35. Farmington has hone. A list of 59 basins in
             Dover is provided in Appendix D. The basins are all inspected
             annually in the rural towns, and on an complaint basis in Dover.
             Rollinsford cleans approximately 10/yr, and Barrington cleans their
             basins on an as-needed basis. The basins in Dover are cleaned on
             approximately a five year cycle. Debris is taken behind the Public
             Works Garage in Dover and mixed with brush for fill. In Rollinsford
             debris is taken to the transfer station and stockpiled for future fill.
             In Barrington, it is deposited in the area of the basin, or given to
             area residents.
                         Culverts in the town of Farmington typically have a rock
             lined sediment trap at their outfalls, which is cleaned on a four-
             year cycle. Sediment is disposed of at the site of the outfalls. In
             Barrington there is no formal sediment trap structure at the
             culverts, but the outfalls are dug out as needed. Sediment is
             disposed of on site. In Dover, the only sediment traps are located on
             private property, typically at parking lots to trap oil and grease
             before the runoff is discharged into the storm drain system.
                   Vegetated waterways exist throughout the downtown area of
             Dover adjacent to the Cocheco River. In Rollinsford, there are
             vegetated waterways at Sligo gully, Old Mill Lane, the Transfer
             Station, and Woods Road.     Farmington has four vegetated waterways.
             Each town inspects the waterways at least annually. Those in
             Rollinsford are also mowed once a year. Sediment accumulated in
             these waterways in Dover and Farmington are collected at the
             respective landfills.
                   Ditches are treated similarly. In each town ditches are kept
             open by excavation or regrading. In all but Farmington, this is done
             on an as-needed/complaint basis. In Farmington, it is done two to
             three times a year during the summer. In Barrington road grading on
             gravel roads is done annually, and backhoes work the ditches on a 5
             year cycle. The debris is taken to the respective landfills, except in
             Barrington, where it is usually given to a list of people in the area






                Pollutant Loading Mapping        Final Report                            10
                requesting fill. BIVIPs are not typi cally used during these operations.
                Dover and Barrington sometimes will reseed ditches if vegetation is
                removed. Rollinsford does not. Farmington does not typically
                remove vegetation when cleaning: ditches.
                      Erosion from damaged vegetated areas adjacent to the
                roadways is kept in check through reseeding in three of the four
                surveyed towns, with Rollinsford as the exception. In Farmington,
                hydroseeding is used, which seeds and mulches in one operation.
                This is typically done by a contractor. No town applies fertilizer to
                roadside areas.   In addition, Dover has instituted a program known as
                "Adopt a spot",   where residents or local groups can assume the
                responsibility of maintaining an area of vegetated public land, such
                as parks, traffic squares, and medians. The residents receive
                recognition for their efforts through a posted sign at the location.
                In this way , the town is receiving active participation from its
                residents for approximately 12-14 areas, thereby relieving the town
                maintenance department is relieved of caring for
                      In municipal construction areas, Dover, Barrington, and
                Farmington typically use some sort of best management practice to
                control erosion.   In Rollinsford, most contractor construction
                projects use BIVIPs. In each case, the effectiveness of the BHPs is
                evaluated by the road agent or the City Engineer (Dover) after major
                rainfall events. Typically the inspections showed the measures
                were working.
                      None of the towns surveyed used pesticides, herbicides, or
                fertilizers to any extent. In Dover, herbicides are used typically for
                control of poison ivy on strictly a complaint basis. There is one
                staff person qualified by the State of New Hampshire to handle agri-
                chemicals. Fertilizer is only used infrequently by Dover in the
                ce mete ry.
                      B .  Snow Plowing and Sanding:          In the 1995-1996 season
                the survey area had a near record snowfall of 112.5 in. In the
                previous season, there was only 60 in. For this past year, Dover
                listed 18 snow-plowing operations and 18 sanding operations,
                Rollinsford had 14 plowing operations and 21 sanding operations.
                Barrington had a combination of 26 snow operations. Farmington had
                26 plowing operations, and 12 sanding operations. In Dover,
                Barrington, and Rollinsford, 100% of the plowing operations included
                sanding. In Farmington, only about 12% of the plowing operations
                included the spreading of sand and/or salt.




             Pollutant Loading Mapping      Final Report           0 -6             11

                   In each of the towns surveyed, the operators of the plow
             trucks are trained on the job, by riding with experienced operators,
             and at some point switching with the experienced driver. Operators
             from Dover and Barrington attend the annual snow plow rally. None
             of the towns have a formal training program.
                   In Barrington, three town-owned, and 2 contractor-owned
             trucks with V-box, slip-in spreaders plus one contractor-owned V-
             box permanent mount spreader truck are used to plow and sand the
             roads. The six plow routes for these trucks are indicated on Figure
             6. The sand and salt spreaders were not calibrated. Application
             rates may be varied with controls in the truck cab. Barrington also
             uses pretreatment just as the snow flakes begin to fall. Their
             pretreatment mix is the same mix of salt and sand that is used at
             other times. The mix ratio is 5:1, sand:salt. Barrington does not
             spread sand with every pass of the plow, but will pretreat, and then
             plow off the snow and return to sand the bad spots afterward. The
             hills (Mt. Misery, Beauty Hill, Chesley Drive, Deer Ridge and Lee Oak
             Road) are sanded after every pass of the plow, as are the major
             intersections. The snow plowing begins after approximately 2-3 in.
             Of snow has fallen. Priority is given to bus routes, and those roads
             through hilly terrain. Gravel roads are done last, usually after 4-5
             in. of snow has fallen. Priority routes are typically plowed twice
             for every plowing of the lower priority routes. Priority routes and
             problem areas are indicated on Figure 7. Barrington does not haul
             snow, but rather stockpiles it at each site.
                   Barrington uses approximately 4000 yd    3 per year of a
             sand/salt mixture. They apply approximately 200 yd     3 per year of
             straight sand to gravel roads in the winter. These roads are shown
             as dashed lines in Figure 6. Their material is stored at the town
             dump in a storage shed which has the capacity to hold 400 yd    3 of
             mixed sand and salt. It can hold up to 60 yd  3 of salt. Mixing is done
             on an asphalt pad in a ratio of 5:1. They will be constructing a new
             storage facility in the near future, approximately 300 ft from the
             current facility. The shed is three-sided, with the front covered by
             6 mil plastic. There is no surface water control structures at the
             storage shed, but groundwater is monitored at the dump where the
             shed is located. No elevated levels of salt have been reported. A
             second stockpile of sand is at Second Crown Point Road, on bare
             ground with a tarp cover.
                   Rollinsford has only two plow routes, and two trucks with V-
             box slip-in spreaders. None of the spreaders were calibrated. It
             does not have established priority plow routes, except that the




              Pollutant Loading Mapping      Final Report             h            12
              police and fire departments are plowed out first. The two plow
              routes are shown in Figure 8. Plow crews begin their operations
              after 3-4 in. of snow has fallen. Roads are sanded with a sand/salt
              mix of 8:1 after the roads have been plowed. Exceptions are on hills,
              where the roads are sanded with each pass of the plow. No
              pretreatment is done, nor are prewetting agents used. Rollinsford
              does not haul snow, and only cleans snow from the intersection
              areas when visibility becomes a problem.
                   The Rollinsford storage facilities consist of a salt shed on an
              impermeable concrete slab,. Which holds only the salt. The shed is
              enclosed on three sides, with no door. Mixing is done outside on the
              bare ground. The mixture is stored outside and covered with a tarp.
              There is a perforated pipe installed in front of the shed door, and a
              gully behind the shed. Otherwise, no surface water control measures
              have been used. Rollinsford uses approximately 800 tons per year of
              sand and 100 tons per year of salt.
                    Farmington operates on a bare pavement 48 hours after the
              storm policy. They have 5 trucks with uncalibrated V-box slip-in
              spreaders, and a one-ton pick-up to do the cul-de-sacs. Farmington
              is split into 6 plow routes plus a sidewalk tractor route. The routes
              are described as 1.) Main arteries in and out of the downtown area,
              shown in Figure 9, 2.) East side of town, 3.) West side of town, 4.)
              East side of the outlying area, 5.) West side of the outlying area, and
              6.) Dead end roads, fire station, school yard, and town hall. There
              are no established priority routes. The same operators and
              equipment are assigned to each route for every storm, except for
              sickness or breakdowns, respectively. The plow crews begin to
              spread sand almost immediately, with a 3:1 mix of sand:salt. If the
              snow is wet and "greasy" the plows begin to work right away. If it
              is a fluffy snow, they wait until at least one inch has fallen to start
              plowing. No pretreatment is used, nor are any prewetting agents
              added to the salt mix. On gravel roads, only straight gravel is
              spread, no salt.
                    Snow is occasionally hauled from the town square, and from
              Main Hill, Central Hill, and Tappan Street. In addition, intersections
              are cleaned as needed and the snow hauled away. The snow is
              deposited at the landfill.
                    In Farmington, the salt shed is located at the landfill. It
              consists of a 100 by 30 ft building with concrete walls and a wood
              frame structure with an asphalt-shingle roof. There are three bays,
              one with capacity for 300 tons of salt, and two for the sand/salt




              Pollutant Loading Mapping      Final Report            0 h; =         13

              mixture. An asphalt pad extends 40 ft beyond the shed on which the
              mixing is done. There is no surface water control structures, but
              groundwater is routinely monitored at the    landfill, and there has
              been no evidence of elevated levels of salt. Farmington used
              approximately 8000 yd  3 of sand this year,  which they sift
              themselves.
                   The rural towns maintained the same mix of sand and salt for
              both snow storms or ice storms. In Dover,     they pretreat major
              arteries and collector streets using salt prewetted with liquid
              calcium chloride just before a snow or ice storm hits. After one
              inch of snow is on the streets, the trucks begin to plow. After 2-4
              in. of snow has fallen, the trucks begin to sand.  The trucks do not
              sand with every pass of the plow, but when the     temperature is below
              300 F, the plow trucks usually spread a layer of  sand as they plow.
              When the temperature drops below 10' F, liquid calcium was
              substituted for salt. After the plowing, Dover usually sands the
              roads if they hadn't before. If conditions warrant, a sand/salt mix
              is used. Dover's policy is to reach bare pavement conditions for
              storms over 2 in. within 24 hours after the initial 2 or more inches
              of snow on all priority I and 2 streets.
                   Typically the Dover priority I and 2 streets are plowed twice
              for every one time plowing the lower priority streets. The priority
              intersections may be sanded up to 20 times more than the roads in a
              snow storm. In a typical ice storm, the priority intersections may
              be sanded 10 times in a 24 hour period. The priority routes are
              based on part on the traffic flow volumes, shown in Figure 10. The
              majority of the priority I and 2 routes and the priority intersections
              are shown in Figure 11. The priority one streets are indicated in
              orange, the priority 2 streets are shown in green.
                    Snow is removed and hauled away from the       downtown Dover
              main street areas and downtown parking areas. The snow is
              deposited in a Dover area parking lot. This is a problem for Dover;
              there is very limited space in which to deposit snow.
                    Dover makes use of a fleet of 10 plow trucks with V-box slip-
              in spreaders, 4 trucks with tail-gate spreaders, I truck with a 40-
              yd' roll-off spreader, and two trucks with tow-behind spreaders
              commonly used for pretreatment. Each spreader was calibrated.
              Typically the same truck and operators a@e assigned to the same
              routes each time out, with the exception of breakdowns or sickness,
              respectively.




              Pollutant Loading Mapping     Final Report             A-           14
                    in the past year Dover used approximately 2000 tons of salt
              and 2500 tons of sand on the roads. Salt is stored in a three-sided,
              roofed storage bay at the Public Works facility on River Street,
              which has a 200 ton capacity. Sand is stored behind the garage.
              Mixing of sand and salt is presently done on a gravel surface.
              Typically only enough is mixed at a time for one storm, resulting in
              short term storage on a permeable surface. There are no surface
              water control measures at the storage or mixing sites.
                    C.   Soil Stabilizers: Soil stabilizers, or dust palliatives are
              used in Barrington and in Farmington. In both towns, liquid calcium
              chloride is spread on a gravel road. This application tends to
              increase the binding of the soil particles to each other, and thus
              reduces air-borne dust. Barrington last year used two 20 gallon
              drums of liquid calcium chloride on Scruton Pond Road. They used to
              use waste oil in the distant past. Farmington applies approximately
              0.3 gallons/yd2 on the dirt roads in late April or early May. The dirt
              roads are each approximately 14 ft wide.
                    D. Street Sweeping and Debris        Removal: All the towns
              surveyed do some sort of street sweeping   to remove the grit and dirt
              from the road before it is washed into the drainage system. Dover
              sweeps all the city streets annually in the spring. In the summer
              months, the downtown areas are swept once a week from May to
              early September. The sweepings are taken to behind the Public
              Works Garage on River Street, and mixed with brush. Ultimately the
              material is used as fill. Dover does not track the amount of material
              recovered from the streets, but estimates the recovery at 50% of
              the material spread, or approximately 1200 tons.
                    Barrington collects only the sweepings from the intersections
              and cul-cle-sacs. The Class V roads are side swept, removing the
              granular material from the paved road surface, and pushing it onto
              the shoulders. Typically, 8 yd 3of material is recovered per year, and
              stockpiled behind the town garage for use as fill.
                    Rollinsford sweeps all of their streets once a year, in the
              spring. The volume of material recovered was reported as 40-50%
              of the volume spread. The material recovered is stockpiled at the
              transfer station, for future use as solid fill.
                    Farmington also sweeps its in-town streets, those shown in
              Figure 9, on an annual basis in the spring. They recover
              approximately 280 yd' of material, which is stockpiled at the
              landfill for use as backfill. Their streets are swept by a contractor.






             Pollutant Loading Mapping      Final Report                         15

             V. Salt and Sand Loading
                   Preliminary calculations were made using the information
             obtained from the survey to estimate the non-point source
             distribution of sand and salt in each town. The results of this
             analysis are presented below for the surveyed towns.
                   Barrington used approximately 4000 yd' of sand and salt
             mixture this season on the paved Class V roads. This value included
             approximately 750 tons of salt, or approximately 500 yd'. Assuming
             the priority routes are sanded twice for every sanding of the non-
             priority routes, and estimating the priority route mileage as 15
             miles, the annual application rate for the non-priority routes are
             approximately 49.8 yd 3/ mile. This annual application rate is roughly
             equivalent to a well rounded 5 gallon bucket of material spread over
             a 3 ft length of highway. The application rate for the priority routes
             is double this value, or 99.6 yd 3/Mi le. Considering just the salt, the
             total salt application rate for the entire year was 7.46 yd 3/ mile.
             This is equivalent to approximately 7/8 of a gallon - milk jug of salt
             spread over one 3-ft long section of roadway.  On unpaved roads, only
             sand was applied, at a rate of approximately 20 yd  3/Mi le, or roughly
             half of what was applied to the paved roads.
                   In Rollinsford, there were 15 miles of  plowed roadways.
             Allowance was made for approximately 1 mile of problem areas
             (shown in Figure 8) which received twice as much material as the
             remaining roads. The annual usage for this season was 533 yd    3 of
             sand and 67 yd 3 of salt. The loading rate for sand was 33 yd 3/ mile,
             and for salt it was 4.2 yd 3/ mile.
                   Farmington did not have priority routes, or areas which
             received special attention, and consequently a disproportionate
             amount of sand and salt loading. Approximately 4000 yd    3of sand
             were used this season on 66 miles of paved roads and 22 miles of
             unpaved roads. Straight sand was applied to the unpaved roads,
             representing 25% of the total mileage. Approximately 800 yd     3 of
             salt was applied to the paved roads, at a ratio of 3:1 sand to salt.
             The resulting application rate was 45.5 yd  3/mile for sand, and 12
             yd'/mile of salt.
                   In Dover, the usage of sand was 2500 tons per year, or
             approximately 1667 yd   3per year. Dover also used approximately
             2000 yd 3 of salt per year. The salt usage has been increasing in the
             past few years, and it is expected to continue to increase. Dover has
             125 miles of paved surface, and 20 mile of unpaved roads. The
             priority I and 2 routes shown in Figure 10 represent approximately




               Pollutant Loading Mapping       Final Report               A            16

               50 miles, which typically receives double the amount of sand and
               salt as the rest of the paved surfaces. In addition, 15 priority
               intersections are sanded on the average of about 20 times for each
               storm. It is estimated that the material spread on these
               intersections is roughly equivalent to an additional 28 miles worth
               of road surface. The net result is that the annual loading rate of
               sand in Dover is 7.5 ydl/mi of sand for the non-priority routes. The
               priority routes receive approximately 15 ydl/mi of sand per year.
               The rate of salt application is not directly proportional to the sand
               usage, since Dover pretreats with salt. Thus, the volume of salt
               used is actually greater than the volume of sand. The application
               rates for the non-priority roads was estimated at 9 ydl/mi for salt.
               The priority routes received double that, or 18 yd'/mi.
                     A comparison of the rural loading rates and the urban loading
               rates is presented in Table 1. The table    shows that of the rural
               communities, Barrington and Farmington, operating under bare
               pavement policies, have a slightly higher application than that of
               Rollinsford, which does not have a strict   bare pavement policy.
               Farmington has the highest salt content     in its sand/salt mix, and
               consequently has the highest application    rate of salt of any of the
               towns. Application rates are similar between Barrington and
               Farmington, especially with respect to sand. The rural communities
               have a significantly higher sand application than that reported by
               Dover. Dover does have a higher salt application rate than all but
               Farmington.


               Table 1. Comparison of Sand and Salt Loading of the Selected Towns
               Town                     Sand Loading Rate*        Salt Loadi@@Rate
               Barrington               49.8 yd 3/Mi / 20         7.5 yd 3/Mi.
                                        yd 3/Mi
               Rollinsford              33.0 ydl/mi               4.2 yd 3/Mi
               Farmington               45.5 yd 3/Mi              12.0 yd 3/Mi
               Dover                    7.5 yd 3/Mi               9 yd 3/Mi
                   Priority route rates are doubled.
                     The figures presented in Table I represent only the application
               loading rates. If the volume of material recovered from the street
               sweeping is taken into consideration, the net loading to the
               environment is, in some cases significantly less than that indicated





              Pollutant Loading Mapping        Final Report            0 A-            17

              in Table 1. Two communities reported significant recovery of
              material from the roadway surfaces. Dover reported that as much as
              50% of the material spread was recovered by the street sweeping
              program. In this case, the net sand loading rate would be 3.25
              yd 3/Mi for the non-priority routes, and double that for the priority
              routes. Rollinsford also reported recovering approximately 40-50%
              of the volume of sand spread in their street sweeping program. The
              net loading rate to the environment would be 16.5 yd       3/Mi of sand.
              Farmington reported recovering 280 yd      3 of material from the town
              streets this past year. The town streets constitute approximately
              eight miles of roadway. This represents approximately a 75%
              recovery rate for in-town. This would reduce the environmental
              loading of sand in Farmington to 11.4 yd'/mi. The rural areas of the
              Town of Farmington still maintained the 45.5 yd      3/Mi  loading rate.
              Barrington reported recovering only 8 yd    3  of material this past year
              from the major intersections.     This is represents only 0.2% of the
              total loading, therefore there   is no significant reduction in loading.
              The net environmental loading     rates for the towns surveyed are
              summarized in Table 2. Dover has by far the lowest sand loading
              rate of any of the towns surveyed.


              Table 2. Net Environmental Sand Loading Rate
              Town                                   Net Sand Loading to Environment*
              Barrington                             49.8 yd 3/Mi
              Rollinsford                            16.5 yd 3/Mi
              Farmington                             11.4 (in town)/ 45.5 yd 3/Mi (rural)
              Dover                                  3.2 5 yd 3/Mi
              *: Priority Routes are Doubled.


              VI. Conclusions and Recommendations
                    The objectives of this study were to identify the types of
              potential non-point source pollutants that are associated with
              standard highway maintenance practices in both an urban and rural
              setting in the coastal region of New Hampshire. A second objective
              was to try to quantify the loading of these pollutants, and map the
              distribution of the pollutants. Finally, the third objective was to
              evaluate the procedures used to gather the information presented in
              this report with respect to future efforts.






              Pollutant Loading Mapping     Final Report                         18

                   The study has identified the most prevalent substances being
              introduced into the environment is sand and salt. Sand and
              associated fines can contribute to the sediment loading of surface
              waters, increasing turbidity. Salt can affect both surface waters
              and groundwaters beneath the roadways. Liquid calcium chloride is
              applied to gravel roads in two towns. In Barrington, dirt and
              sediment from ditches and drainage structures is spread on site,
              leaving the potential for the material to be washed into the drainage
              waters again. A significant reduction in the environmental loading
              of sand and potential sediment is realized by sweeping the roadways
              and collecting the sweepings. Both Dover and Rollinsford reported
              up to 50% recovery rates.
                   Loading rates were estimated based on the information
              provided in the surveys. These rates ranged from 33 -50 yd  3/M He of
              sand on rural roadways and from 4.2 to 12 yd 3/ mile of salt. The
              urban loading rates were much lower for sand, 7.5 yd 3/Mi . The salt
              usage was comparable to the surrounding communities.
                   As to general maintenance practices, all the communities
              surveyed had similar practices. The winter roadway maintenance
              program of the urban community was more sophisticated, but the
              rural communities compared favorably with what was being done in
              the urban areas, especially given the more limited financial
              resources and similar land areas as the urban area. The urban area
              had significantly more roadway mileage, requiring a more intensive
              maintenance program.
                   The survey and interview procedure was successful in
              obtaining useful information which has lead to the evaluation of
              non-point source loading rates for sand and salt. At this point a
              follow-up interview would be recommended to verify the
              information interpretations used in this report, and to obtain more
              details to aid in the distribution mapping of the material. In some
              cases, clarification would as to the extent of the priority routes
              which typically receive more loading for a given storm event than
              non-priority routes would have enhanced the analyses. In most
              cases, the required information was obtained by interviewing only
              the Road Agent or Public Works Director of the municipality. Future
              surveys in urban communities may be enhanced by interviewing not
              only the public works director, but also the supervisors which report
              to the director, to obtain specific details of the maintenance
              practices.





                                                                                   NEW HAMPSHIRE
                                                                      it
                                                                                   COASTAL REGION:
                                                                MOO%`
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                                                                 FIELD
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 I
 I
 I          APPENDIX A. Survey of Road Maintenance IPractices
 I
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                                                                                             Larry Brannaka Ph-D. P.E.
                                                                                           Research Assistant Professor
                                                                                         Civil Engineering Office, UNH
                                                                                                      (603) 862-1545
                                                                                                     form RS1.0-1996
                                               University of New Hampshire
                                            Department of Civil Engineering/
                                                  Technology Transfer (T2)

                                         Survey of Road Maintenance Practices


                  This survey was adapted from a survey conducted in Minnesota to reflect the information
          we are seeldng. We realize the information requested is quite detailed, and that not all of it may be
          available. Please gather as much of the information as you can. You may attach copies of lists,
          routes, schedules, etc., as applicable, to minii-nize the time involvement. Try to be as accurate as
          possible. Identify that information which is not recorded or otherwise not available. If you have
          any questions as to our intent, or meaning, pass over that particular question, and we will discuss it
          later. I will contact you to arrange a meeting where we can work on completing this survey together,
                                            C,          0
          or at least you can point me in the direction of the information you have available.




          1. Snow Removal and Traction Management

                  General Information

                  1.) Name of Jurisdiction:

                  2.) Present Population in Jurisdiction:

                  3.) Centerline nuiles of roadway of-

                                                              Unpaved roads:
                                          Paved two-lane roads/ local streets:
                                                Multiple lane/major arterials:
                                                   State or Federal highways:
                  4.) Number of the following features:

                                                       Cul-de-sacs/dead ends:
                                                                       Bnidges:
                                                                        Alleys:
                                  Other (specify):
                  5.) Indicate approximate % of the type of curbs in your jurisdiction:

                          surmountable                    biturninous                    right angle

                          concrete                        barrier

                          other: (type & percent of total)





                 6.) Types of drain inlets in Jurisdiction: (approMimate % of total)
                                curb openings:
                                   grate inlet:

                         other (specify):
                 7.) How often are drain inlets inspected?

                 cleaned?
                 8.) Where is collected debris disposed oV





                 9.) Percentage of storm drains connected to sewer fines?
                 10.) Percentage of storm drains discharging to surface water?




                Snow plowing / sanding
                  11.) Recorded total winter snowfall

                                                 1993-94
                                                 1994-95
                                                 1995-96
                  12.) Total number of snow-plowing operations in:

                                                 1993-94
                                                 1994-95
                                                 1995-96
                  13.) What percentage of above snow plowing operations included'sanding     salting in:
                                                 1993-94                 %
                                                 1994-95                 %
                                                 1995-96                 LO i
                  14.) Total number of sanding   salting operations in:

                                                 1993-94
                                                 1994-95
                                                 1995-96







                                                                2






                15.) Was there any difference in the amount of sand and salt applied during a snowfall event

                compared to an ice storm, ONO ClYes If Yes, please explain?






                16.) Please fill the table below for the personnel manpower evaluation for snow removal:

           Snowplowing                                   Snowplowing Personnel
           Employee Data               Supervisors     Regular Staff Back-up Staff   Contract Staff
           Number of snowplowing
           emplovees
           Employee Man-hours 94-
           95
           Employee Man-hours 95-
           96
           List Plowing Contractors













                17.) Please indicate the type of equipment used in your jurisdiction for spreading sand and

                salt:

                      Sand/Salt Spreading Equipment                                 Calibrated?

                                                              Number      Yes  I   Frequency        No

                Trucks equipped w/ Tail-gate Spreaders

                Trucks w/ V-box, Perm. Mount Spreaders

                Trucks w/ V-box, Shp-in Spreaders

                Trucks with Tow-Behind Spreaders

                Trucks equipped w/ Other Spreaders (list):






                                                           3







                 IS.) Please complete the following table with descriptions of the route locations and the
                 operators and equipment assigned to each route if applicable, or attach route assignment

                 sheets.
         No.                               Route Description                                )perator(s)  Spreader(s)






































                                                                 4







               19.) Are priority routes established for first snow plowing and road treatment?

                       C3 No CI Yes         If Yes, complete following table with route number or
               descriptions of their locations (or attach priority list):
                        Fliionity 1                    Nority 2                      Elfion*ty 3
               Location   Route Description Location    Route Description Location     Route Description









































                                                             5







                 20.) Are priority intersections identified? 0 No C3 Yes If Yes, please indicate location in
                 the following table, or attach a summary sheet.
                          Priority I                    Priority 2                    Priority 3
                 Location   Route Description Location    Route Description Location    Route Description











































                                                              6








                2 1.) How many snow plowing routes in jurisdiction?

                22.) Are the same operators assigned to the same routes for each snow/ice event?

                                                                                        ONo C)Yes

                23).) Are the same plows and spreaders used on the same routes for each snow/ice event?

                                                                                        C3 No C1 Yes

                24.) How often are priority routes plowed in relation to lower priority routes?




                25.) Are the roads sanded with every pass of the plow?




                26.) Is computerized routing software used in the Jurisdiction?
                                           0                     1

                27.) How often are the routes reevaluated?

                28.) What kind of training do snowplow operators receive?






                29.) After what amount of snowfaU do crews begin to plow?



                30.) After what amount of snowN1 do crews begin to spread sand?



                3 1.) After what amount of snowfaU do crews begin to spread salt?



                32.) Are anti-icing measures or pavement pre-treatment methods routinely used prior to
                SnowfiLlIs?    C3 No C3 Yes         If yes, describe methods:








                                                            7





                33.) Is the salt or salt/sand mix roufmely pre-wetted? o No El Yes
                       If yes, what procedure is used?





                        And, what material is used to pre-wet? (i.e. salt brine, chernical, water..)




                3 M.) Please summarize the material use and the circumstances under which each is used.
                                                                        Proportion and Conditions for Use
                      Materials Used          I Total Usel Unit Costi (percent material used an.d weather conditions for use)
            Sand only


            Salt only (no sand)


            Salt/Sand Mix


            Dry Calcium Chloride


            Liquid Calcium Chloride


            Alternative Delcers (specify)


            Other:

























                                                           8






             Material Storage:
                 35.) Please fill out the table below with respect to the storage of sand and salt:

                                                                          Number of Storage Facilities
                                                                                  d                   -T.
                               Facility                     Salt Sand Salt/San            Location(@          Dram
                                                                            Mix                              Control
             Outside covered pile on impermeable pad                                                         Yes/No



             Outside covered pile on ground surface                                                          Yes/No




             Outside uncovered pile on impermeable pad                                                       Yes/No




             Outside uncovered pile on ground surface                                                        Yes/No






                 36.) What type of storage facilities are used for sand and salt?








                  37.) Are the storage facilities fully-, partially- or not- enclosed? C3 No U Yes If Yes,

                  describe:







                  3 8.) Is water runoff controlled around the storage facilities? 0 N 0 C1 Y e s       If Yes,

                  describe:








                                                                 9





                   3 9.) Is water runoff controlled around the mixing and loading areas? 0 N 0 Q Y e S If Yes,

                   describe:





                   40.) Is infiltration controlled at each storage site? 0 No Q Y e s If Yes, how?





                   4 1.) Is infiltration controlled at each mixing / loading site? 0 N 0 El Y e s If Yes, how?





                   42.) Does part of clean-up operations include:
                            a. Removing snow windrows? 0 No Q Y e s If Yes, where?








                            b. Hauling and disposing of snow? L'J No Q Yes
                            c. Cleaning intersections? ONO oYes
                            d. Cleaning medians? ONO QYes

                            e. Other? (specify)
                   43.) Where is the removed snow deposited?




                   44.) How is the effectiveness of the snow plowing/removal program evaluated?






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         EL Soil Stabilizers

                 1.) Are soil stabilizers or dust palliatives used? 0 No QYes       If Yes, indicate where:









                 2.) How often are they applied?





                 3.) What is used?








         UL Bridge Maintenance Practices

                 1.) Number of bridges in jurisdiction?

                 2.) How often are they inspected?

                 3.) How often are they repainted?
                 4.) What methods are used to collect and dispose of old paint debris?






                 5.) Where is debris disposed of7




                 6.) How often is grit (sand) removed fi7om the bridge surfaces?






         IV. Street Sweeping and Debris Removal
                 1.) What streets or route areas have debris swept?










                 2.) How often are streets swept?




                 3.) Where is the swept material disposed of?





                 4.) Is the volume or weight of the collected material recorded?


                 5.) Is the percentage of grit recovered calculated?


                        If so, how?




                         And, typically, what is the recovered percentage?-


                 6.) Is the collected material stockpiled? 0 No C1 Yes If Yes, Where?



                         If Yes, what is the ultimate use of the material?





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            V. Catch / Sediment Basin and Culvert Maintenance

                1.) Number of catch/sediment basins in Junsdiction
                2.) Where are the major sediment/catch basins located? (attach list if available)














                3) Inspection frequency of the basins:

                4.) Cleaning &equency of the basins:

                       Where is the removed sediment disposed of?









                5.) Are outfalls and outlet structures inspected? Cl No Ek Yes If Yes, how often?




                6.) Where are the major culverts located? (attach list if available)














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                 7.) Do culvert outfaUs have sediment traps? 0 No El YeS

                               If Yes, what is their cleaning frequency?



                               And where is the sediment disposed of?








                 8.) Are there vegetated waterways 'in the jurisdiction? ONO QYes IfYes,Where?_

















                9.) Are vegetated waterways inspec ted, cleaned and repaired? ONO QYes

                       If Yes, what is the ins pection frequency?

                              If cleaned, where is the sediment disposed oV













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        V. Pesticide, Herbicide and Fertilizer Apptication

                1.) If pesticides, herbicides or fertilizers are used in annual maintenance procedures, please

                complete the Mowing tables: Uf more space is needed, use the back of the form)

                       Pesticide (type)           Application      Application         Locations of Application
                                                   Frequency        Method









                       Herbicide (type)            Application     Application     __T@tions of Application
                                                   Frequency         Method    T





                        Fertilizer (type)          Application     Application _F___To7ations of Application
                                                   Frequency         Method











                2.)Do you have a pesticide-herbicide management program? 0 No 0 Y e s

                                If Yes, please describe:











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          VL Construction Practices
                  1.) Are Best Management Practices (BMPs) used at municipal construction sites?
                                                                                         0 No Q Yes
                 2.) Are the effectiveness of these practices evaluated after rainfall events? Cl No C3 Yes
                                If yes, what were the results?






                                If Yes, how are they evaluated?





                  3.) Are ditches kept open by regrading or excavating?.    C]No QYes

                         If Yes, how often?
                         And where? (Attach list if availabl










                  4.) Where is removed debris disposed of?



                  5.) Are BMPs used in the ditches during this operation? 0 No U Yes If Yes, what type?



                   6.) Is vegetation typically removed in the ditches during this operation? 0 No El Yes
                   7.) Are ditches reseeded after regrading?                                C3 No C3 Yes

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               8.) Are damaged roadside vegetated areas reseeded?                        ONo UYes
               9.) Are damaged roadside vegetated areas mulched?                         0 No El Yes
               10.) Are damaged roadside vegetated areas fertilized?                     0 No 0 Yes




               Form Completed By:                                              (signature)

                              Title:

                               Date:                           Phone 9:


















































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 I          APPENDIX B. Interview Questionnaire for Survey of Road
                          Maintenance Practices
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                                                                                                           Larry Brannaka Ph.D. P.E
                                                                                                  Water Resources Research Professor
                                                                                                       Civil Engineering Office, UNH
                                                                                                                      C
                                                                                                                     (603) 862-1428
                                                                                                                    form RS 1. 1- 1996
                                                 Interview Questionnaire for:
                                         Survey of Road Maintenance Practices
                                                 University of New Hampshire
                                           Department of Civil Engineering

         (Complete these questions during interview -*vith jurisdiction representative and iiith completed Survey of Road
         Maintenance Practices form RS 1.0- 1996.)



         Jurisdiction:

         Person(s) interviewed:

         Date of interview:



         1. Snow Plowing / Sanding



              1) Does Jurisdiction have a written snow plan or policy?

                           If so, who has it been approved by?

              2) Are policies different for different snow storms and conditions?

                           If so, how?

              3) How many times have policies been used in 1995-96?                                  1994-95?

              4) Specify snowplowing policy procedures, if set according to:

                     a) Class of street.

                     b)   Level of service desired.

                     c)   Time of day.

                     d)   Amount of traffic.

                     e)   Weather conditions.

                     f)   Other (spet*,).

              1) Are these policies communicated to the employees?                           If so, how?



              6) Are these policies communicated to the public?                          If so, how?











             7) Does jurisdiction have a bare pavement policy?
                       If so, specify. (i.e., type of roads, specific roads, particular intersections)



             8) Does jurisdiction have a policy for snowplowing and sanding/ salting sidewalks?
             9) WMch sidewalks are: plowed?

                                     sanded?

                                     salted?

             10) Where is Salt and Sand stored?
                  j) How is runoff controlled around the storage facility?
                  k) How is runoff controlled around mixing and loading areas?


                  c) When is the salt delivered?

                  d) How is it handled?
                  e) What happens to carry-over volumes?




             11) How many miles of State and Federal highways in jurisdiction?


                  Are there cooperative agreements?
             12) Does jurisdiction share or cooperate in the use of equipment, personnel, or duties?

                  If so, please list-

                  a) Materials:

                  b) Equipment:

                  c) Operators:
                  d) Plowing service:



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                 e) Other:

                 Please specify with whom-

                 f) Other governmental jurisdictions:

                 g) Other departments.-



                 h) Other group s/interests:





        U. Pesticide, Herbicide and Fertilizer Application

               2) Is there a staging area for mixing and tank loading of

                       a) Pesticides?              Where?

                       b) Herbicides?              Where?

                       c) Fertilizers?            Where?

                 2) Does staging area(s) have runoff control features?

                          If so, what are they?

                          Do they require maintenance?

                 3) Where are chemicals stored?

                 4) How is the application equipment cleaned?





                 5) Where are they cleaned?

                 6) Are there controlled drains at the cleaning / staging areas?

                 7) Where is drainage routed / disposed?

                 8) What is done with excess chetmicals in the application tanks?




        111. Other Aspects of Road Maintenance Practices







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            APPENDIX C. Survey of Road Maintenance Practices Summary of
   I                     Responses
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                                                                                          Larry Brannaka Ph.D. P.E.
                                                                                        Research Assistant Professor
                                                                                       Civil Engineering Office, UNH
                                                                                                   (603) 862-1545
                                              University of New Hampshire                         fonn RS1.0-1996
                                           Department of Civil Engineering/
                                                Technology Transfer (f)

                                       Survey of Road Maintenance Practices
                                                 Summary of Responses


              This survey was adapted from a survey conducted in Mnnesota to reflect the information we
          were seeking. It was sent out to the Road Agents or Public Works Director of each municipality for
          them to review and gather together information. An interview was scheduled within two weeks of
          sending out the surveys. At the interview, we went ouver the survey in detail, and gathered
          additional information through the conversations that ensued. Of the four municipalities surveyed,
          only one had filled out the survey forms in advance. The responses to each of the survey questions
          are concisely summarized below.



          1. Snow Removal and Traction Management
              General Information
                 1.) & 2.) Name of Jurisdiction-, Present Population in Jurisdiction:
                 Dover: pop. 26,800                    Barrington: pop. 6,700
                 Rollinsford: pop. 2,600               Farmington: pop. 5,800


                 3.) Centertine miles of roadway of

        Centerline Roadway Miles              FD-over           Banington           Rollinsford         Farmington
        Unpaved roads                          20               10                                      22
        Paved two-lane roads/local streets     125              52                  15                  66
        Multiple lane/major arterials          0
        State or Federal highways             126.5            123.2              1 17                1 15


                 4.) Number of the following features:

        Roadway Features                       Dover            Barrlgton           Roffinsford         Farmington
        Cul-de-sacs/dead ends:                 27               27                  16                  3/13
        Bridges:                               I                I                   I+ I RR owned       I I
        Alleys:                                0                0                   0                   5
        Other (specify):





                   5.) Indicate approximate % of the type of curbs in your jurisdiction:
          Curb Types                            Dover             Barrington         Roffinsford     J Farmington
          Granite Barrier                       80%                                  50%                 z 1.5-2 rm'.
          Bituminous Barrier                    15%               100%               50%                 0
          Concrete                              5%                0                  0                   0


                   6.) Types of drain inlets in jurisdiction: (approximate % of total)
          Drain Inlets                          Dover             Barrington         Roffinsford               ngton
          Grates                                100%                                 100%                100%
          Curb openings
          Catch Basins                          2050            1 Ditches only                            200



                   7.) & 8.):
          Drain Inlets:                         Dover                   igton        Rollins ord         Farmington
          Drain inlets inspected                As needed         As Needed          Annually            Annually
          Drain inlets cleaned                  500/yr            As Needed          10/yr               September
          Debri Disposal                        Turnkey           Shoulder/Dump      Transfer Station    Landfill
                   Notes:
                   1. Dover stockpiles some debri, and mixes it with brush behind their highway barn.
                      Petroleum contaminated soils/sediments disposed as a hazardous waste.
                   2. Barrington cleans the ditches and leaves the material along the shoulder, or if there is too
                       much, it is collected and transported to the dump.


                   9.) & 10.):
          Stonn Drains                          Dover           I Barrington       J Roffinsford         Fannington
          Percentage of storm drains            < 10%             None               Basement drains None
          connected to sewer lines                                                   only
          Percentage of storm drains            > 90%             1000/0             Foundary Street     20%
          discharging to surface water                                               Area



               Snow plowing / sanding
                   11.) Recorded total winter snowfkll in:
                                                   1993-94:       48 in.
                                                  -1994-95: 60in,
                                                  -1995-96: 112.5in.


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                  12.) Total number of snow-plowing operations in:
         Number of Snow Plowing Coerations      Dover            Banrington          Rollinsford         Famu'ngton
         1993-94                                Rec. Not Avail.- No Record           No Record           No Record
         1994-95                                9                No Record           2                   1
         1995-96:                               18               26                  14                  26
         Percent operations includ.sand/sait    100%             100%                100%                12%



                  14.) Total number of sanding / salting only operations in:
                                      Oper.s I Do           _TB_                     R m                 Famiington
         Number of Sanding/Salting Only            ver             arrington          oll' sford
         1993-94:                               Rec. Not Avail.  No Record           No Record           No Record
         1994-95 :                              9                No Record           7                   No Record
         1995-96:                               18               Includ. above       21                  12



                  15.) Was there any difference in the amount of sand and salt applied during a snowUl event
                  compared to an ice stonn?
                  Dover:         C3 No V Yes              In icey conditions: pretreat. Below 10' F no salt,
                                                         used liquid calcium chloride.
                  Barrington:    V No 0 Yes
                  Rollinsford:   V No 0 Yes
                  Farmington:    V No 0 Yes



                  16.) Please fill the table below for the personnel manpower evaluation for snow removal:

             Snowplowing                                      Snowplowm'g Personnel
             Em2loyee Data                 Super-visors     Regular Staff I Back-up Staff 1. Contract Staff
             Number of snowplowing
             employees
             Dover
             Barrington                    1                4                0               4
            -Roflinsford                   1                3              12                0
           -Farmington                                      7              19                0







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                       17.) Please indicate the type of equipment used in your jurisdiction for spreading sand and'
                       salt:
            Salt and Sanding Equipment                    Dover             Banington            Rollinsford            Farminjgo.n
                                                          4
           Trucks equipped w/ Tail-gate Spreaders
           Trucks w/ V-box, Perm. Mount Spreaders         1: 40 yd. Roll    I (Contractor
                                                          Off               owned)
           Trucks w/ V-box, Slip-in Spreaders             10                3: Town owned         2                      5
                                                                            2: Contract
                                                                            owned
           Trucks with Tow-Behind Spreaders               2
           Trucks equipped w/ Other Spreaders Oist):                                                                     I ton pick-up
                                                                                                                         for cul-de-sacs
           E     ment Calibrated? If so, Frequency?       Yes, 3-4 yrs.     No                    No                     No



                  18.) Route Locations. Route Sheets attached at the end of the summary.


                       19.) Are priority routes established for first snow plowing and road treatment?

                       Dover:           C3 No V Yes                See attached fist.
                       Barrington:      13 No V Yes                  See attached list
                       Rollinsford:     [I No V Yes                  Fire department and Police Department on Main st.
                       Farmington:      VNo C]Yes



                       20.) Are priority intersections identified?


                       Dover:           C3 No V Yes                  See attached sheet.
                       Barrington:      C3 No V Yes                  Mt. NIisery, intersections along Rt. 125, Beauty Hill,
                                                                     Province IM along State routes.

                       Rollinsford:     V No 0 Yes
                       Farmington:      V No Q Yes











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         Questions                                Dover             Barrington          Rollinsford --7Fannington
         2 1.) How many snow plowing              22                3 Town              2                    6
         routes in jurisdiction?                                    3 Contractors
         22.) Are the same operators              Yes               Yes                 Yes                  Yes
         assigned to the same routes for each
         snow/ice event?
         23.) Are the same plows and              Yes               Yes                 Yes                  Yes
         spreaders used on the same routes
         for each snowfice event?
         24.) How often are priority routes       2:1               2:1                 NA                   NA
         plowed in relation to lower priority
         routes?
         25.) Are the roads sanded with           No                No                  No                   No
         every pass of the plow?                  No                No                  No                   No
         26.) Is computerized routing
         software used in the jurisdiction?       Annual            Annually            NA                   Seldom
         27.) How often are the routes            Debrief           (usually)
         reevaluated?





                   28.) What kind of training do snowplow operators receive?
                   Dover-          Instituting cross training with supervisors, and experienced operators, once a
                                   year they attend snow plow rally. No formal training.
                   Barrington-     Ride along with experienced operators, supervised before soloing; snow plow
                                   rally.
                   Rollinsford:    Ride along with experienced operators, supervised before soloing
                   Farmington:     New person operates wing plow with Road Agent, then they switch. After
                                   2-3 storms, they go on their own.











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            Question:                                 FD-Over              Barrington -TR-ollisford                  Ff!@Wington
            29.) After what amount of                    I in.             2-3 in.              3-4 in.               Wet & heavy:
            snowfall do crews begin to plow?                                                                          right away.
                                                                                                                                 M.
            30.) After what amount of                  2-4 in.             Pretreat with        After plowing         Right Away
            snowfall do crews begin to spread                              sand/salt mix.
            sand?
            3 1 .) After what amount of                2-4 in. Also        Pretreat with        After plowing,        Right Away
            snowfall do crews begin to spread          common to           sand/salt mix.       direct salt on in
            salt?                                      pretreat                                 emergencies.
            32.) Are anti-icing measures or            Yes. 3 or 4         Yes, with            No                    No
            pavement pre-treatment methods             trucks with         sand/salt mix
                                                       liq. Calcium
            routinely used prior to snowUls?           Chloride to
                                                       spray on
                                                       sand/salt,
                                                       priority areas



                      33.) Is the salt or salt/sand mix routinely pre-wetted?
                      Dover:           V No U Yes
                      Barrington:      V No Q Yes
                      Rollinsford:     V No 0 Yes
                      Farmington:      V No Q Yes



                      34.) Please summarize the material use and the circumstances under which each is used.
                                                       Dover               Barrington           Roffinsford          TF-armington
            Sand only                                                      200 yd@/yr (Dirt 0                         Gravel Roads
                                                                           Roads)
            Salt only (no sand)                        ?                   Emergency only Emergency only              Extreme Cond.
            Salt/Sand Mix                              ?                   4000 yd3/yr            800 ton/yr. 8:1     z 8000 yd' 3:1
                                                                                                                      mix
            Dry Calcium Chloride                       ?                   3 bags/yr            0                     Not in winter
            Liquid Calcium Chloride                    ?                   0                    0                     Not in wi
            Alternative Deicers (specify)              ?                   3/8 in. Stone on     None                  None
                                                                           dirt roads None.



            MaterW Costs                               Dover               Barrington           Roffinsford           Farmington
            Sand                                                           $7.50 /yd'           $5.00 /yd'            Sieve own
            Salt                                                           $29.66 hon           $30.00 /ton

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             Material Storage:
                  3 5.) Please fill out the table below with respect to the storage of sand and salt:
                                                                          Number      Storage Facilities
                                Facility                     Salt Sand Salt/Sand           Location(s)        Drain
                                                                            Mix                               Control
             Outside covered pile on impermeable pad                                                          Yes/No




             Outside covered pile on ground surface                                                           Ye&No




             Outside uncovered pile on impermeable pad                                                        Yes/No




             Outside uncovered pile on ground surface                                                         Yes/No








                  36.) What type of storage facilities are used for sand and salt?
                  Dover:         Salt storage bay at the public works budding holds 200 tons of salt. Dover is
                                 planning to construct a new storage facility. Sand is stored uncovered behind
                                 the public works garage. The material is mixed on a gravel surface and stored
                                 there for a short duration.
                  Barrington:    Storage shed at the town dump has 400 yd    3 capacity for sand/salt mixture, 60
                                 ton capacity for salt only. Mixing is done on a bituminous pad; 8:1 mix. A
                                 new storage facility will. be constructed in the near future, about 300 ft away.
                  Rollinsford:   At the town maintenance building is a salt shed on a slab. Sand and salt
                                 mixture is stored outside, covered with a tarp.
                  Farmington:    Salt shed at the landfill 10000 ft. With 8 ft concrete walls and a wood firame
                                 structure and asphalt shingle roof There are three bays, one for salt (300
                                 ton), the remaining two hold sand/salt mix. (300 ton each).





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                    37.) Are the storage facilities fully-, partially enclosed?
                    Dover:          No  Yes             3 sided enclosure for salt.
                    Barrington:     No  Yes               3 sided shed; front covered with 6 ml plastic, 1 pitch
                                                            to the rear.
                    Rollinsford:    NO  Yes                Salt shed is enclosed on three sides with no door.
                    Farmington:     No  Yes              Three sided enclosure.



                    38.) Is water runoff controlled around the storage facilities?         No  Yes
                    Dover:          No Yes              Water is channeled away from the mixing area and is
                                                        kept out of the storage bay.
                    Barrington:     No Yes              Groundwater monitoring at the dump ... site of salt
                                                        storage.
                    Rollinsford:    No Yes              Except for a perforated pipe outside the shed door,
                                                        and a gulley behind the shed.
                    Farmington:     No Yes



                    39.) Is water runoff controlled around the mixing and loading areas?
                    Dover:         No Yes
                    Barrington:    No Yes
                    Rollinsford:   No Yes
                    Farmington:    No Yes



                    40.) Is infiltration controlled at each storage site?
                    Dover:         No  Yes              For salt only.
                    Barrington:    No  Yes
                    Rollinsford:   No  Yes               None for mixing, just salt bay itself is on concrete
                                                         pad.
                    Farmington:    No  Yes               Asphalt pad 40 ft beyond bays. Groundwater
                                                         monitoring wells at the landfill.


                    4 1.) Is infiltration controlled at each mixing / loading site?
                    Dover:          No  Yes
                    Barrington:     No  Yes
                    Rollinsford:    No  Yes
                    Farmington:     No  Yes               Asphalt pad 40 ft beyond bays. Groundwater
                                                          monitoring wells at the landfill.

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                  42.) Does part of clean-up operations include:
                          a. Removing snow windrows?
                  Dover:          No  Yes              Downtown main street areas; downtown parking
                                                       areas.
                  Barrington:     No  Yes
                  Rollinsford:    No  Yes
                  Farmington:     No  Yes              Haul snow from the square, Main Hill, Central Hill,
                                                       Tappan Street; also use a sidewalk tractor.


                          b. Hauling and disposing of snow?
                  Dover:          No  Yes
                  Barrington:     No  Yes
                  Rollinsford:    No  Yes
                  Farmington:     No  Yes


                          c. Cleaning intersections?
                  Dover:          No  Yes
                  Barrington:     No  Yes
                  Rollinsford:    No  Yes              Only if visibility problem, and then no hauling.
                  Farmington:     No  Yes


                          d. Cleaning medians?
                  Dover:          No  Yes
                  Barrington:     No  Yes
                  Rollinsford:    No  Yes
                  Farmington:     No  Yes


                          e. Other?
                  Dover:          No   Yes
                  Barrington:     No   Yes
                  Rollinsford:    No   Yes
                  Farmington:     No   Yes








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                   43.) Where is the removed snow deposited?
                   Dover:         In the downtown Dover area parking lot. This is a big problem, space
                                                          limitations limit the options.
                   Barrington:    NA
                   Rollinsford:   In the past behind the mills on Front Street, but not for the last 34 yrs.
                   Farmington     At the landfill



                   44.) How is the effectiveness of the snow plowing/removal program evaluated?
                   Dover:         Public Feedback, annual internal debriefing, Police/Fire Feedback, Chamber of
                                  Commerce (merchant's opinion); "How would you spend it?" surveys to
                                  public.
                   Barrington:    Public Feedback, Selectmen or Administrator, Road Agent inspection.
                   Rollinsford:   Public opinion/feedback.
                   Farmington:    Public Feedback





           11 Soil Stabilizers


                   1.) & 2.) & 3.) Are soil stabilizers or dust palliatives used? How often? What is used?
                   Dover:         V No 0 Yes               Except for grading and the application of gravel on dirt
                                                           roads.
                   Barrington:    0 No V Yes                Used two drums (20 gallons ) of liquid calcium
                                                            chloride on Scruton Pond Road. Many years ago
                                                            used waste oil.
                   Rollinsford:   V No El Yes
                   Farmington:    0 No V Yes                Liquid calcium chloride on 8 mi. Of dirt roads. Most
                                                                                                             2
                                                            roads are 14 R wide, and they apply 0.3 gal/yd    .
                                                            Application is made once a year in late April/early
                                                            May. Applied on the following roads: Sheep
                                                            Bur-row Rd., Reservoir Rd., Canrod Rd., Proding
                                                            Park Rd., River Rd., Waldron Cross Rd., Woodland
                                                            Ac., Landfill Entrance, and Little City Rd.








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          in           Bridge Maintenance Practices

                                                    Dover              Bamngton             Roffinsford           Farmington
                 1.) Number of bridges in           10                 5                    1 owned by            I I
         jurisdiction?                                                                      town.
                 2.) How often are they             Annually by        Bi-annually by       Bi-annually by        Bi-annually by
         inspected?                                 NHDOT              NHDOT                NHDOT;                NHDOT,
                                                                                            annually by           periodically by
                                                                                            Road Agent            Road Agent
                 3.) How often are they             None done to       I bridge in 1986     Timber bridge,        Going to
         repainted?                                 date.                                   not painted.          replace, not
                                                                                                                  repaint
                 4.) What methods are used          NA                 Wire brush &         NA                    NA
         to collect and dispose of old paint                           scrape, debri
                                                                       not collected.
         debris?
                 5.) Where is debris disposed       NA                 NA                   NA                    NA
         of?     6.) How often is grit (sand)       Annually by        Annually             Not done. Grit        Washed down
         removed from the bridge surfaces?          street                                  falls through         annually with
                                                    sweeping                                cracks into creek.    river water...into
                                                    prog.                                                         river.



           IV.          Street Sweeping and Debris Removal
                   1.) What streets or route areas have debris swept?
                   Dover:           All city streets.
                   Barrington:      Side sweeping done on all Class V roads. Debri picked up at intersections
                                      and in cul-de-sacs.
                   Rollinsford:     All streets.
                   Farmington:      AJI in-town streets by contractor.
                                                    Dover              BL%@mon           -FR-offinsford           Farmington
                 2.) How often are streets          Annually in        Annually in          Annually in           Annually in
         swept?                                     spring.            spring               spring                spring
                                                    Downtown
                                                    once a wk
                                                    from May to
                                                    September.




                  3.) Where is the swept           Public Wor-ks -Stockp-iled            Transfer Station    Landfill or land
          material disposed of?                    Garage at         behind Town                             owner for fill.
                                                   River St.         Garage
                                                   Temp.
                                                   Deposit at
                                                   Hom St. Park
                                                   & Garrison
                                                   Rd.
                  4.) Is the volume or weight      No                No                  No                  No
          of the collected material recorded?
                  5.) Is the percentage of grit    NO                No                  No                  No
          recovered calculated
                         And, typically, what      To be               8 yd3               40-50%              280 yd  3
          is the recovered volume?                 estimated                             volume
                                                                                         recovered.
                  6.) Is the collected material    Yes, at River     Yes, at Town        Yes, Transfer       Yes, at Landfill
          stockpiled?                              St. (Public       Garage              Station
                                                   Works
                                                   Garage)
                  If Yes, what is the ultimate     Fill, ground      Fill                Solid Fill          Backfill
          use of the material?                     cover.





               IV.         Catch / Sediment Basin and Culvert Maintenance
                   2.) Where are the major sediment/catch basins located? (anach list if available)
                                                 I Dover             Barrington          Roffinsford TF-arinington
          1.) Number of catch/sediment             ?                   5                 35                  None
          basins in jurisdiction
          3.) Inspection frequency of the          Complaint         Annually            Annually            NA
          basins:                                  basis
          4.) Cleaning frequency of the              5 year cycle    As needed           When about half     NA
          basins:                                                                        full (@z 10/yr)
                  Where is the removed             Nfixed with       In area of basin    Transfer Station    NA
          sediment disposed of?                    brush behind
                                                   River St.
         -5.) Are outfalls and outlet              Complaint         Annually            As time permits     NA
          structures inspected?                    basis:    5yr
                                                   cycle






                    12





                      6.) Where are the major culverts located?
                      Dover:            See attached fist.
                      Barrington:       (see attached map) Swains Lake, Causeway on Young Road, Tolend Road,
                                        Green Hill Brook, Berry River, Pond Hill
                      Rollinsford:      Along Route 4, Foundry Street to the river ftom town, Sullivan Way to
                                        stream from Hills, a couple on Main Street, gully behind Silver Street, a few
                                        culverts along the path to the River.
                      Farmington:       All over downtown area, back country roads, problem areas.


                                                        I Dover                Baffington              Roffinsford                     EgLon
          7.) Do culvert outfalls have                    Only on private      No                      No                      4-6 ft basin around
                                                          property for                                                         inlet lined with
          sediment traps?                                 oillgrease in                                                        rocks.
                                                          paricing is
                If Yes, what is their cleaning            Private owners       Outlets dug down        NA                      4 yr cycle
                                                          responsibility       as needed
          frequency?
                And where is the sediment                 NA                   On site                 NA                      On site
          disposed of?
           8.) Are there vegetated waterways              Throughout city,     No                      Sligo gully, Old        Tamrod, Palsor,@
                                                          adjacent to                                  NEU Lane; Transfer      Oxbow, Madethoro
          in the jurisdiction?                            Cocheco River                                Station; Woods          Road
                                                                                                       Road/River Rd.
                                                                                                       (privately owned)
          9.) Are vegetated waterways                     Along Cocheco-       No                      Mov@,@- over once a     "Yes
                                                          inspMted                                     year
          insp cted, cleaned and repaired?                annually
                 If Yes, what is the inspection           Annually             NA                      Annually                Annually, checked
                                                                                                                               prior to large storm
          frequency?
          If cleaned, where is the sediment               Turnkey              NA                      NA                      Landfill
          disposed of?




            V. Pesticide, Herbicide and Fertilizer Application
                      1.) If pesticides, herbicides or fertilizers are used in annual maintenance procedures, please
                      complete the following tables:
                      Dover:            Very little pesticide used, herbicide only on poison ivy on a complaint basis.
                      Barrington:       None used
                      Rollinsford:      None used
                      Farmington:       None used




                      13






                    2.)Do you have a pesticide-herbicide management program?
                    Dover:          No  Yes             One employee certified by the State for
                                                        pesticides/herbicides. No formal staging areas, just
                                                        shop.
                    Barrington:     No  Yes
                    Rollinsford:    No  Yes
                    Farmington:     No  Yes





           VI.         Construction Practices
                    1.) Are Best Management Practices (BMPs) used at municipal construction sites?
                    Dover:          No  Yes
                    Barrington:     No  Yes
                    Rollinsford:    No  Yes               Contracted construction does, municipal;
                                                          construction usually not.
                    Farmington:     No  Yes               Only during construction


                    2.) Are the effectiveness of these practices evaluated after rainfall events?
                    Dover:         No  Yes              Post construction inspection by City Engineer; field
                                                        observations by employees
                    Barrington:    No  Yes              Road Agent check
                    Rollinsford:   No  Yes
                    Farmington:    No  Yes              Road Agent check


                           If yes, what were the results?
                    Dover:         Favorable
                    Barrington:    Favorable
                    Rollinsford:   NA
                    Farmington:    Favorable


                           If Yes, how are they evaluated? Observation


                    3.) Are ditches kept open by regrading or excavating?
                    Dover:          No  Yes
                    Barrington:     No  Yes
                    Rollinsford:    No  Yes
                    Farmington:     No  Yes


                    14
 




                          if Yes, how often?
                   Dover:          Inconsistent .... on a complaint basis
                   Barrington:     As neeeded
                   Rollinsford:    As needed
                   Farmington:     Two to three times a year, typically last week of May, and during summer.


                           And where? (Attach Est if available)
                   Dover:          No formal fist available
                   Barrington:     Grading on gravel roads annually, backhoe work on ditches on 5 yr cycle
                   Rollinsford:    No list available
                   Farmington-     No list available


                   4.) Where is removed debris disposed oV
                   Dover:          Turnkey
                   Barrington:     List of people in the area that want it.
                   Rollinsford:    Transfer station
                   Farmington:     Gravel pit



                   5.) Are BMPs used in the ditches during this operation?
                   Dover:          V No C3 Yes
                   Barrington:     V No CJYeS
                   Rollinsford:    &/No Q Yes
                   Farmington:     V No El Yes



                   6.) Is vegetation typically removed in the ditches during this operation?
                   Dover:          13 No V Yes
                   Barrington:     C3 No VYeS                 Sometimes
                   Rollinsford:    13 No V Yes
                   Farmington:     V No Q Yes



                   7.) Are ditches reseeded after regrading?
                   Dover:          C3 No V Yes              Not always.
                   Barrington:     0 No 6/ Yes                Sometimes
                   Rollinsford:    V No Ll Yes
                   Farmington:     V No U Yes


                   15







                    8.) Are damaged roadside vegetated areas reseeded?
                    Dover:          No  Yes              As time allows.
                    Barrington:     No  Yes
                    Rollinsford:    No  Yes
                    Farmington:     No  Yes              Hydroseeded


                    9.) Are damaged roadside vegetated areas mulched?
                    Dover:          No  Yes              Sometimes.
                    Barrington:     No  Yes
                    Rollinsford:    No  Yes
                    Farmington:     No  Yes              Mulch included with hydroseeding


                    10.) Are damaged roadside vegetated areas fertilized?
                    Dover:          No  Yes
                    Barrington:     No  Yes
                    Rollinsford:    No  Yes
                    Farmington:     No  Yes




























                    16
 








             APPENDIX D. Dover Salt and Plow Routes, and Structures Requiring
                           Maintenance


                   Priority Salt Routes                           D-1


                   Plow Routes                                    D-3



                   List of Church Sidewalks Maintained            D-41


                   List of Bridges Maintained by the City         D-42


                   List of Catch Basins                           D-43






                                              NORTHSIDE SALT ROUTE
      EQUIPMENT:                                                                             DRIVER:
                    PRIORITY 1                           PRIORITY 2                             PRIORITY 3
      HENRY LAW AVE to WASHINGTON ST              SIXTH ST TO T/L               PROSPECT ST            CRESTVIEW DR
      WASHINGTON ST to MAIN ST                    COUNTY FARM RD                CEDARBROOK DR          OLD ROLLINSFORD RD
      MAIN ST to CENTRAL AVE                      COUNTY FARM CROSS RD          BROOKLINE AVE          VARNEY ST
      CENTRAL AVE NORTH to MIRACLE MILE           WATSON RD                     MINERAL PARK DR        HIGH RIDGE DR
      MIRACLE MILE NORTH TO CHILIS                TOLEND RD                     PLEASANTVIEW CIR       OLD ENGLISH VILLAGE
      CHILIS NORTH TO PORTLAND GLASS              COLUMBUS AVE                  UPPER FACTORY RD       MORIN ST
      LEFT AT PORTLAND GLASS TO 16B N             WHITTIER ST                   FRENCH CROSS RD        LAKE ST AREA
      RT 16B NORTH TO T/L                         GLENWOOD AVE                  ENDOFTOLENDRD __WlLLANDAVE_,__..
                                    - ----- ------
      TURN AROUND                                 HORNEST                       GLENHILL RD            STRAFFORD RD AREA
      GO 10 BACK TO PORTLAND GLASS                GROVEST                    -MT. VERNON ST            OLD ROCHESTER RD
      GO SOUTH TO MIRACLE MILE                    FOURTH ST                     NEW YORK ST            CRANBROOK LN
      MIRACLE MILE TO CENTRAL AVE                 THIRD ST                      FIFTH ST               MAPLEWOOD AVE
      GEN I RAL AVE TO LOWER SQUARE               SECONDST                      LINCOLN ST             COLONIAL PARK
      PORTLANDAVE                       _______FlRSTST                          SCHOOLST               L'ONGHILL RD
      OAKST     i                                 STJOHNSSJ                     MECHANIC ST            VARNEY RD
      BROADWAY                                    ATLANTIC Sl                   REDDEN ST.             BLACKWATER RD
      COCHECO ST                                  COUNTRY CLUB EST DR           HILLCREST DR           VENTURE DR
      ROGERSST                                                                  BARTLETT ST            REYNERS BROOK DR
      WAZJHINGTON ST                                                            PLAZA DR               FIELDSTONE DR
      CHESTNUT ST                                                               NORTHWAY CIR           FOREST ST AREA
      GREEN ST                                                                  BARRYST                  MWOOD AREA

                                                                                CRESCENT AVE           FAIRWAY DR
                                                                                LG@:LENCREST AVE
      SUPERVISOR COMMENTS
      A- __
      2]..






                                                  NORTHSIDE SALT ROUTE
       EQUIPMENT:                                                                                     DRIVER:
                     PRIORITY 1                               PRIORITY 2                                 PRIORITY 3
       HE Y LAW AVE to WASHINGTON ST                   SIXTH ST TO T/L                  PROSPECTST               CRESTVIEW DR
       WASHINGTON ST to MAIN ST                        COUNTY FARM RD                   CEDARBROOK DR            OLD ROLLINSFORD RD
       MAIN ST to CENTRAL AVE                          COUNTY FARM CROSS RD             BROOKLINE AVE            VARNEY ST
       CENTRAL AVE NORTH to MIRACLE MILE               WATSON RD                        MINERAL PARK DR          HIGH RIDGE DR
       MIRACLE MILE NORTH TO CHILIS                    TOLEND RD                        PLEASANTVIEW CIR         OLD ENGLISH VILLAGE
       CHILIS NORTH TO PORTLAND GLASS                  COLUMBUS AVE                     UPPER FACTORY RD         MORIN ST
       LEFTAT PORTLAND GLASS TO 16B N                  WHITTIER ST                      FRENCH CROSS RD          LAKE ST AREA
       RT 16-B NOR-THTO T/L                            GLENWOOD AVE           .-------ENDOFTOLENDRD -WILLANDAVE---.-
       TURfJ AROUND                                    HORNEST                          GLENHILL RD              STRAFFORD RD AREA
       GO 10 BACK TO PORTLAND GLASS                    GROVEST                          MT. VERNON ST            OLD ROCHESTER RD
       GO.SOUTH TO MIRACLE MILE-                       FOURTHST                         NEW YORK ST              CRANBROOK LN
       MIRACLE MILE TO CENTRAL AVE                     THIRD ST                         FIFTH ST                 MAPLEWOOD AVE
       GENI-RAL AVE TO LOWER SQUARE                    SECOND ST                        LINCOLN S                COLONIAL PARK
       PORTLAND AVE                                    FIRST ST                         SCHOOLST                 LONGHILL RD
       OAKST                                           STJOHNSS1                        MECHANIC ST              VARNEY RD
       BROADWAY                                        ATLANTIC ST                      R E D D E.N. S T.        BLACKWATER RD
       COC-HECO ST                                     COUNTRY CLUB EST DR              HILLCREST DR             VENTURE DR
       ROGERSST                                                                         BARTLETT ST              REYNERS BROOK DR
       WAtiH.INGTON ST                                                                  PLAZA DR                 FIELDSTONE DR
       .CHESTNUT ST                                                                     NORTHWAY CIR             FOREST ST AREA
       G,REE-N ST                                                                       BARRY S                  ELMWOOD AREA
                                                                                        CRESCENT AVE             FAIRWAY DR
                                                                                        GLENCREST AVE

       SUPERVISOR COMMENTS




       31
       41.
       L






                                                 SOUTHSIDE SALT ROUTE
     EQUIPMENT:                                                                                      DRIVER:
                     PRIORITY 1                              PRIORITY 2                                           PRIORITY 3
     HENRY LAW TO HANSON ST                          ARCH ST                         BROWNING DR              S. PINE ST
     HANSON ST TO CENTRAL AVE                        RUTLAND ST                      TENNYSON DR              CHURCH ST
     CENTRAL AVE NORTH TO WASHINGTON                 CATARACT AVE                    BACK RD                  MIDDLE ST
     WASHINGTON TO MAIN ST                           ALUMNIDR                        BRICKYARD ESTATES        KIRKLAND ST
     TURN LEFT AT THE FOUNTAIN                       MAST RD                         DOVER NECK RD            ATKINSON ST
     CENTRAL AVE SOUTH TO STARK AVE                  MAST RD EXT                     EVANS DR                 ST. THOMAS ST
     STARK AVE TO DOVER PT RD                        GARRISON RD                     OLD DOVER PT RD          ELM ST
     DOVE-R PT RD TO WILLIAMS CADILLAC               HENRY LAW AVE                   END OF CUSHING RD        WALNUT ST
     RE I URN TO CENTRAL AVE                         COURTST                         HAWTHORNERD              BELKNAP ST
     CENTRAL AVE SOUTH TO DURHAM RD                  MIDDLE RD                       HUBBARD RD               TOWLE AVE
     DURHAM RD TO MAST RD                            SPRUCE LN TO BACK RIVER         BRIARWOOD LN             WOODMAN PK AREA
     RETURN 10 LOWER SQUARE                          TUTTLE LN                       APPLEVALE AREA           SUNSET DR
     LOCUS                                           TOFTREE LN                      ELLIOT CIRCLE            FAIRFIELD DR
     SILVER ST                                       CUSHING LN                      GOVERNOR SAWYER LN BELLAMY EXT
     BACK RIVER RD                                   SPUR RD                         BEECH RD                 OLD LITTLEWORTH RD
     PISCATAQUA RD                                   DOVER PT BY NEWICKS             LONG MEADOW RD           OLD STAGE RD
     SIJRUCE LN                                      COTEDR                          BIRCHWOOD PL             RICHARDSON DR
     MAS1*.RD                                        HOMESTEAD LN                    RENAUD AVE               WESTWOOD CIRCLE
     BELLAMY-R,D-'--'-.-                             PINEVIEW DR                   ..-CHA-RLESST              PROGRESS DR
     INDUSTRIAL PARK DR                              PEARSON DR                      MILL ST                  SUMNER DR
     CROSBY.-R-D                                     ROBERTA DR                      WATSON ST                LISA BETH CIRCLE
     BACK RIVER TO MAST RD                           ROBERTS RD                      WATSON LN                REDDEN GARDENS
     SPRUCE LN TO DURHAM RD                          LANDING WAY                     ELMVIEW CIR              SPRUCE DR
                                                     NEW BELLAMY LN                  LOCKEST                  PARTRIDGE LN

                                                     RIVERSIDE DR                    UNION ST                 ROBINWOOD AVE

     SUPERVISOR COMMENTS


     2]







                                                 PLOW RUNS


      IDATE:                                     SUPV:
                   RUN                 TRUCK     11                 1
               LOCATION                  NO.           DRIVER          HELPER               COMMENTS
           CITY ROUTE J_
      APPLEVALE                        79        iLAROCHELLE
      BACK RIVER                       112       1LEMEUIX
      CENTRAL AVE NORTH                54        !HEALY

      CENTRAL AVE SOUTH                77                           IGREGOIRE
      COLONIAL PARK                    20                           IWILSON
      COUNTYFARM                       71                           IFREEMAN
      DOVER PT RD                      60        WHITE              IHUGHES
      FISHER                           76        PELLETiER          I

      INDUSTRIAL PK                    78        TRUDELL            LABREQUE
      MORNINGSIDE AREA                 52      -FLANAGAN
      MT VERNON                        70        ALONZI             IREARDON

      NEW YORK ST                      73        TURCOTTE

      PORTLAND AVE                     61        DEWS

      WASHINGTON                       75        SNOW



         CONTRACTOR

      HENRY LAWIBACK RD               GRADER     GUPTILL THEN OMI 10 WHEEL
      TOLEND ROAD                      6w        AYER-JR
       DEAD ENDS/4x47F-
      1) THOMPSON LN                   45  4X4

      2) SCHOOL ST                     89  4X4   THORPE

      3) STP                           64        CHAPMAN
      4) WATER                         21        IPHIPPS
      5) BACK RIVER                    51        PRATT, J
      6) WELLS                        4X4        FAUCHER


      - SiDEWALKS

      CENTRAL AVE                  UNILOADER     ALON
      DOVER-NORTH                      83        IREED
      DOVER-SOUTH                      82        IPILWESKI







                      SNOW REMOVAL #1


   IST. MARYS SCHOOL lalonq both sides of school
   IANGLE ST          lone side near wall
  1
    IUNION ST          Central to Court I side

    TRAKEY ST          Central to Locust NORTH side only



    SILVER ST          Central to Locust BOTH SIDES



    LOCUST ST          Silver to Washington
                       On Nelson St to Day Care



    CENTRAL AVE        around CITY HALL



    WALNUT ST          to Washington St


    ST. THOMAS ST      near Telephone building and the Jr. High School
   6
  i
  t9







                       SNOW REMOVAL #2



   1 ST. MARY'S CHURCH Third St side
                        Include front of old B&M building along Fourth.St


   2 FOURTH ST          Chestnut to Dunkin' Donuts
                        also near Temple



   3 FIFTH ST           Chestnut to Central



   4 NEWYORK ST         Central to Park St



   5 SIXTH ST PARKING   Central to Chestnut



   6 BROADWAY           Central to St. Johns



   7 ST. JOHNS          Both sides
                        Durell St to corner



   8 PORTLAND ST        Main St to Mechanic St



   9 MECHANIC ST        Portland St to School St
                       ISchool St to Main St







                        SNOW REMOVAL #3



    CLAROSTAT               Both sides to River
                            STAY AWAY FROM LIGHTS


    YOUNG ST                Both sides



    PORTLAND ST             Both sides to Cocheco St
   IORCHARD ST (near Spa an) Both sides
                            Remove snow in small parking lot
                            Remove snow behind Spartan in alley way


    CENTRAL AVE             Liquor Store Parking Lot


  3 FAYETTE ST              Near Post Office



    GREEN ST                Near Post Office







                    BLOWER SNOW ROUTE



  I HENRY LAW              To Lower Washington St



  2 MAIN ST


  3 CENTRAL AVE            Ham St south to Trakey St BOTH SIDES
                           Pick up pile at Christie Carpets


  4 WASHINGTON ST          Central Ave to RR tracks



  5 SECOND ST



  6 THIRD ST



  7 CHESTNUT ST



  8 FIRST ST








                               APPLEVALE PLOW ROUTE


    EQUIPMENT:                    DRIVER:
 &OUTE                   NOTES/COMMENTS
 i
    EELTY ST

    OCKEST

     PINE ST
 &ENTRAL > COURT
    NION ST

    LLIOT PARK           NOTE: CLEAN CORNER AT BACK SIDE ELLIOTT

    OV. SAWYER LN                          PARK

    AWTHORNE RD
 JJIUBBARD RD
    RIARWOOD LN

    ICOLEBROOK RD

    ENT AVE

    PPLEVALE DR
    [WINSTON AVE
    ALEM AV

    IDDLE S

    HURCH ST

    NGLEST
    IRKLAND ST

    EWPORTST

















    UPERVISOR COMMENTS
    s
 JH

 @K

    1
 @4







                        BACK RIVER ROAD PLOW ROUTE

   EQUIPMENT:                 DRIVER:
   ROUTE              NOTES/COMMENTS


   CENTRAL AVE        STARK AVE TO DURHAM RD
   DURHAM RD
   BACK RIVER RD
   MAST RD            PRUVEN CONCRETE TO BACK RIVER RD
   SPRUCE LN          MAST RD TO GARRISON RD
   GARRISON RD
   PISCATAQUA RD

   DREW RD
   GOLD POST RD


































                      II
                      I

   SUPERVISOR COMMENTS

   11
   21
   31
   4]



 I
 I             CENTRAL AVENUE NORTH PLOW ROUTE
  EQUIPMENT:             DRIVER:
 MROUTE            NOTES/COMMENTS

  MAIN ST
 ICENTRAL AVE      MAIN ST TO CHILI'S INTERSECTION
  CENTRAL AVE      CHILI'S TO WAASHINGTON ST
  CHESTNUT ST
 RFIRST ST
  ISECOND ST
  THIRD ST

  FOURTH ST        CENTRAL AVE TO FIFTH ST
 JFIFTH ST
 JUNCOLN ST
  GROVEST          SIXTH TO END



































 :
  SUPERVISOR COMMENTS
  I]
  2
  31::_
 :4







                  CENTRAL AVENUE SOUTH PLOW ROUTE

   EQUIPMENT:                DRIVER:
   ROUTE              NOTES/COMMENTS


   MAIN ST
   CENTRAL AVE        SECOND ST TO STARK AVE
   STARK AVE

   SILVER ST
   LOCUSTST
   WALNUT ST
   LONGMEADOW RD

   BEECH RD
   WOODLAND RD

   RENAUD AVE

   SHAMROCKLN

   KEATING DR

   HAYES LN

   BIRCHWOOD PL

   SMITH RD

   GREEN ST
   FAYETTE ST






















   SUPERVISOR COMMENTS
   11
   21
   31
   4]



 I
 I                    COLONIAL PARK PLOW ROUTE
  EQUIPMENT:               DRIVER:
 IROUTE             NOTES/COMMENTS

  AUBURN ST
 ESHERMAN ST
  LAKE S

  GAGEST
 SOLD ROCHESTER RD
  JOXBOW LN
 NPINECREST LN
  WILLARD RD

  WILLAND AVE
 ISTRAFFORD RD      AT BACK CORNER PUSH BACK TO DRIVEWAYS
  WELLINGTON RD
  MAPLEWOOD AVE     BE CAREFUL OF CORNER FOR WATER DRAIN
 ICRANBROOK LN
 @
  ALLEN ST
   LL

     LLIP
  PHILLIP ST
 @SHAWNEELN
  _  W
  C     I
  CHEYENNE ST

  COMMANCHEE ST

  MORIN ST

  COLONIAL PARK NORTH
 SOLD ENGLISH VILLAGE
          ESTER RD  FROM CHILI'S TO PORTLAND GLASS















  SUPERVISOR COMMENTS
 mll
 121







                         COUNTY FARM ROAD PLOW ROUTE

    EQUIPMENT:                    DRIVER:
    ROUTE                 NOTES/COMMENTS


    SIXTH ST              WHITTIER ST TO ROCHESTER T/L
    COUNTY FARM RD        WINGS: WATCH FOR SMH IN DRAINAGE DITCHES

    ERIC DR
    COUNTY FARM CROSS RD
    LONG HILL RD          SIXTH ST TO RTE 16
    LONG HILL RD EXT      TURN AROUND AWAY FROM DRIVEWAY & PLOW WIDE
    FIELDSTONE DR

    VARNEY RD

    VARNEY RD EXT
    BLACKWATER RD         RTE 16B TO ROCHESTER T/L
    REYNERS BROOK DR
    VENTURE DR





























    SUPERVISOR COMMENTS
    11 AT WEEDEN DEVELOPMENT PUSH SNOW INTO ROAD
    21
    31
    4]











                                                                                                 D-t-








                      DOVER POINT ROAD PLOW ROUTE


   EQUIPMENT:                 DRIVER:
 IROUTE               NOTES/COMMENTS
 ]CUSHING RD
   SPUR RD

   BELLAMY LN

   OLD BELLAMY LN
 9AYER'S LN
 JOAK LN
 SHILTON RE)
 :OOLD DOVER PT RD
       OV

   T
   T T
    OFTREEE LN
 IHILTON DR
   WENTWORTH TERR

   COTE DR
 %MESTEAD LN
    OM ST

   p  V
   PINEVIEW DR        DON'T CLOG DRAINAGE DITCH
 ï¿½PEARSON DR
   BELANGER OR

   ROBERTS RD
 ILANDING WAY
   ROBERTA DR

    V SID
 @RIVERSIDEE DR
         R















   SUPERVISOR COMMENTS
   11 IN AN EMERGENCY YOU MAY BE ASKED TO PLOW OLD GEN'L SULLIVAN BRG-
   2 CHECK CUTTING EDGES EVERY 2 HOURS
   j C-
        C
 :?31 CHECK MIDDLE AND BACK ROAD
 14]
    PUR RD
 @B @E
     L My

   OLDBELL

















































      ER  I
 @IJUIP ANVE







                            FISHER STREET PLOW ROUTE

    EQUIPMENT:                   DRIVER:
    ROUTE                NOTES/COMMENTS


    TOWLE AVE
    WOODMAN PARK         COMPLETE BEFORE 7AM - NOTIFY SUPV IF UNABLE TO COMPLETE
    PARKER ST
    CLIFFORD ST
    WOODMAN PARK DR
    RUTLAND ST

    ABBEY LN
    CATARACT AVE
    FISHER ST            CENTRAL AVE TO BELLAMY RD

    ELM ST

    HAMILTON ST

    BELKNAP ST

    SUMMERST
    TRAKEY ST

    SPRING ST
    CHARLES ST           CENTRAL AVE TO SEWER PUMP STATION
    MILL ST              BE CAREFUL OF CURBS AT SAWYERS















                         _jl
    SUPERVISOR COMMENTS


    21
    31
    41


















                                                                                                  D-L.








                 HENRY LAW and BACK ROAD PLOW ROUTE


  EQUIPMENT:                 DRIVER:

   OUTE               NOTES/COMMENTS


   ENRY LAW AVE

   OURTST

   ROWNING DR

   ENNYSON AVE

   ENNY LN

   LMVIEW CIR

   cKONE LN

   ANSON AVE

   IANSON ST

   ULLIGAN DR

   ACK RD

   IDDLE RD

   AAC LUCAS CIR

   RICKYARD DR

   UTHIES RUN

   OVER NECK RD

   UTTLE LN
























   UPERVISOR COMMENTS







                        INDUSTRIAL PARK PLOW ROUTE

   EQUIPMENT:                 DRIVER:
   ROUTE               NOTES/COMMENTS


   PROGRESS DRIVE
   SUMNER DRIVE
   INDUSTRIAL PK RD
   CROSBY RD
   FARADAY DR
   OLD STAGE RD
   RICHARDSON DR
   WESTWOOD CIR
   CONCORD WAY
   OLD LITTLEWORTH RD
   BELLAMY EXT

   BEVERLY LN
   W. KNOX MARSH RD

   WESTERN AVE

   WESTGATE

   MARTHAS WAY
   HARTSWOOD DR        NOTIFY SUPV. IF PLUGS UP AT END
   FAIRFIELD DR
   SUNSET DR           ALSO DO DEAD END OFF OF SUNSET DR
   BELLAMY RD
   LISA BETH CIR
   ALUMNIDR














   SUPERVISOR COMMENTS

   11
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   3]
   41






                          MORNINGSIDE AREA PLOW ROUTE
 ,t)RIVER:                 DRIVER:                                   DATE:
   EQUIPMENT:              EQUIPMENT:
           ROUTE                   ROUTE           NOTES/COMMENTS


   SYLVAN DR               MAST RD EXT
   ADELLE DR               SHADY LN
   PONDVIEW LN             BIRCH DR
   GRADY LN                HEMLOCK CIR
   PARTRIDGE LN            AUSTIN DR
   ROBINWOOD AVE           LINDA DR
   SPRUCE DR               RIVERDALE AVE
   JAMES ST                ARBOR DR
   KELLY DR                MERIDIAN DR
   RAINBOW DR              MORNINGSIDE DR
   BERKSHIRE LN            SHADOW DR
 I-TANGLEWOOD DR           SHAWS LN
   GREENFIELD DR
   SPRUCE LN EXT
   McKENNA ST
















 ISUPERVISOR COMMENTS


   3]







                       MORNINGSIDE AREA PLOW ROUTE

   EQUIPMENT:                 DRIVER:
   ROUTE               NOTES/COMMENTS


   SYLVAN DR
   ADELLE DR
   PONOVIEW LN
   GRADY LN
   MAST RD EXT
   PARTRIDGE LN
   ROBINWOOD AVE
   SPRUCE DR

   JAMES ST

   SHADY LN

   KELLY DR
   RAINBOW DR

   BERKSHIRE LN
   TANGLEWOOD DR

   BIRCH DR

   HEMLOCK CIR

   AUSTIN DR

   LINDA DR

   RIVERDALE AVE

   ARBOR DR
   MERIDIAN DR
   MORNINGSIDE DR
   SHADOW DR
   SHAWS LN
   GREENFIELD DR










   SUPERVISOR COMMENTS

   11
   21
   31
   4]



 I
 I                     MT. VERNON STREET PLOW ROUTE
   EQUIPMENT:                   DRIVER:
 I@OUTE                 NOTES/COMMENTS
 7

    T. VERNON ST

    LENWOOD AVE

    ORTHAM OR

    ILK ST

    ROVE S
 IJCHESLEY ST
    BBOTTST

    OOSEVELT DR
 ILOWELL AVE
   PAGE S

    SH ST
 WAPLE ST
    OUGHST

    ARTLETT ST

    ILLCREST DR

    OGAN AVE
 WORNE ST
    EDGEWOOD RD

    AK HILL DR

    EDDEN ST            NOTE: BE CAREFUL OF PETROFF LAWN

    LENCREST DR         NOTE: BE CAREFUL OF LAWNS
 lirRESCENT AVE         NOTE: BE CAREFUL OF LAWNS
    ORNESTSCHOOL

    ESERVOIR ST
 ESMITH WELL RD







    UPERVISOR COMMENTS


 12]
   H
   G





   G


















   L








   GI







                   NEW YORK STREET PLOW ROUTE

   EQUIPMENT:            DRIVER:
   ROUTE           NOTES/COMMENTS


   PIERCE ST
   PREBLE ST
   NEW YORK ST
   EAST ST
   DOVER ST
   PARK ST
   HAM ST
   EAST CONCORD

   BAKER ST
   EVERETT ST

   FREEMAN CT
   COOLIDGE AVE

   PEARLST
   FLORENCE ST

   ELA ST

   FLORAL AVE
   HIGH RIDGE DR
   VARNEY S        NOTE: TO LEFT AND TO RICHARD'S HOUSE

   BROADWAY
   OAKST           CENTRAL AVE TO BROADWAY SECTION

   HILL ST
   TWOMBLY ST
   OLD ROLLINSFORD RD












   SUPERVISOR COMMENTS

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   21
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   4]



 I
 I                      PORTLAND AVENUE PLOW ROUTE
  EQUIPMENT:                    DRIVER:
 &OUTE                  NOTES/COMMENTS
 IORTLAND AVE           CENTRAL AVE TO OAK ST SECTION
 JORTLAND ST
   TLANTIC AVE          TO COUNTRY CLUB RD

   OCHECO ST

   ROADWAY

   OGERS ST

   SSEX ST

   OREST ST

   ANCOCK ST

   T. JOHN'S ST

   AK STREET            TO BROADWAY

   HREE RIVERS FARM RD

   OUNTRY CLUB EST DR

   ROSS ST

   AIRVIEW AVE

   LMWOOD AVE

   OUNTRY CLUB RD       TO STONE WALL

   AIRWAY MEADOWS

   OUNG ST

   ATER ST

   OWER WASHINGTON ST FROM MAIN ST TO END OF WASHINGTON

















                        1

   UPERVISOR COMMENTS











                                                                                 ------------
  A




  R








  0





  c








  y





















































                                                                                               N- 7







                          TOLEND ROAD PLOW ROUTE

   EQUIPMENT:                                                        DRIVER:
   ROUTE                            NOTES/COMMENTS


   TOLEND RD
   OLD TOLEND RD
   WHITTIER ST                      FROM TOLEND TO GLENWOOD AVE
   GLENWOOD AVE                     FROM WHITTIER TO SIXTH ST
   CRESTVIEW DR                     0 EN CUL DE SAC THEN 4 WHEEL DRIVE
   WILBROD AVE                                      WILL COMPLETE
   PLAZA OR
   NORTHWAY CIR                     IDOES NOT INCLUDE IN FRONT OF OFFICE
   GLENHILL RD
   ROCHESTER NECKED                 TO BROX
   GLENHILL RD                      FROM TOLEND RD TO T/L
   FRENCH CROSS RD

   DEAN DR
   WATSON RD                        FROM TOLEND TO COUNTY FARM RD

   UPPER FACTORY RD
   COLUMBUS AVE






















   SUPERVISOR COMMENTS


   21
   31
   4]



   L



  I
  I                        WASHINGTON STREET PLOW ROUTE

  MEQUIPMENT:                                          DRIVER:
    ,ROUTE                                    NOTES/COMMENTS
  i                                                                   .q
    ARCH STREET

    WCONCORDST
  BRICHMOND ST
    LEXINGTON ST

    CUSHING ST
  INFOLSOM ST
    INELSON ST
  WATKINSON ST
  @BELKNAP ST                                 FROM WASHINGTON TO SILVER
       L

    W
    W S
      ASHINGTON ST
  ï¿½HIGHLAND ST
    PROSPECT ST

    SNOW'S COURT
  NFOURTH ST                                 ITO INTERSECTION OF FIFTH ST
    IKENNEDY CIRCLE
  WALBERTA ST
    BROOKLINE AVE

    PLEASANT VIEW CIR
  IMINERAL PARK DRIVE
    AVON AVE
      Vo V
    L
       MPS
  :@HAMPSHIRE CIRCLE
  1WHITTIER STREET
    CEDABROOK DR

    STTHOMASST
  NIHALE ST






    SUPE VISOR COMMENTS
    1]
  '121
  mJ31
  141
  IFUPER







             CONTRACTOR PARKING LOT PLOW ROUTES


    CONTRACTORS TO PROVIDE TIME IT TAKES TO CLEAR EACH LOT.
    SUPERVISIOR TO CALL ALL CONTRACTORS
    WHEN WE SCRAPE -- THEY SCRAPE

    AMERICAN LIGHTNING ROD          NOTE: RED 1 -TON HAS SANDER IF NEEDED

    1) DOVER HIGH SCHOOL - BELLAMY PARKING LOT
    2) DURHAM RD FIRE STATION
    3) GARRISON SCHOOL
    4) ARENA


    DAN AYER


    1) LIBRARY LOT
    2) WOODMAN PARK
    3) THIRD ST
    4) CHESTNUT ST A TONY'S
    5) THIRD ST (LD SENIOR CENTER
    6) CLEAN ISLANDS AROUND FOUNTAIN (LOADER)
    7) LOWER SQUARE (LOADER)

    LIZOTTE         NOTE: 45 MINUTES TO 1 HOUR TO ARRIVE

    1) ORCHARD ST and FIREHOUSE RESTAURANT
    2) FIRST ST
    3) LOCUST ST
    4) CITY HALL (2 LOTS)
    5) BELKNAP LOT (LIQUOR STORE)
    6) COURT HOUSE CoD ST. THOMAS ST
    7) POST OFFICE

    4-J CONSTRUCTION


    1) PORTLAND ST
    2) SCHOOL ST (LOWER LOT ALSO)
    3) BROADWAY FIRE STATION
    4) HORNE ST
    5) BUTTERFIELD (FRONT and BACK)
    6) RIVER ST
    7) ISLANDS AT GLENWOOD AVE
    8) WATER ST


    SUPERVISOR COMMENTS

    11
    21
    31
    .41






                    [1] -THOMPSON LANE 4X4 PLOW ROUTE

   EQUIPMENT:                 DRIVER:

   zZOUTE              NOTESICOMMENTS
 ITHOMPSON LN
    AUL ST
 @
    ALLINGPORO ST

    ILE -q'f

    t6pdff ST

    ONNETT ST
 I&VENTWORTH ST        OFF OF COURT ST
    ILES DR

    EDERALST

    ONROEST            OFF OF LOCUST ST

    ERNS CT            OFF OF FOLSOM ST
 J@VILLIAMS ST
    EECH RD            DEAD END

    OODLAND AVE        DEAD END

    cKONE LN

    ATSON LN           DEAD END
 IWATSON ST            DEAD END

















    UPERVISOR COMMENTS


 ï¿½2]
   sI
 JF I

   W




   EQUIPMENT:      [2] SCHOOL STREET 4X4 PLOW ROUTE               DRIVER:
   ROUTE                NOTES/COMMENTS


   SCHOOLST
   MECHANIC ST
   ESSEX ST             AT DEAD END
   GRANITE ST
   DANBURY CT
   COUNTRY CLUB EST     PLOW CUL-DE-SACS
   ROSEST

   HIGH RIDGE DR
   FREEMAN'S CT

   N. PINE ST

   WINTER ST

   CEDAR ST

   MERRY ST

   RIDGE ST

   HALLST

   GILMAN ST
   WILLAND POND RD

   NEWTONST

   SULLIVAN DR

   EARLE ST
   COLONIAL PARK        PLOW CUL-DE-SACS

   AVON ST

   IONA AVE

   ARCOLA S











   SUPERVISOR COMMENTS

   11
   21

   1;31






                        [3] STP 4X4 PLOW ROUTE

 &QUIPMENT:                            DRIVER:
         STREET and LOCATION          :INOTES/COMMENTS
   OCHECO ST STATION                 T-
   TRAFFORD STATION
   RANBROOK STATION
   RANBROOK CUL-DE-SAC
   ILL ST                              IFROM CHARLES ST STA TO END

   PRUCE DR STATION
   LISHING ST STATION
   CSTON HARBOR STATION                ALSO DEAD END ACROSS FROM STA

   OSTON HARBOR RD

   EIGHTON WAY

   ILTON DR

   ENTWORTH TERRACE
   EAD END ACROSS FROM BELANGER DR

   IVERSIDE DR

























   WPERVISOR COMMENTS




  14]
   v






                    (4] WATER 4X4 PLOW...-ROUTE

   EQUIPMENT:                      DRIVER:
         STREET and LOCATION       INOTES/COMM'ENTS

   HORNESCOURT
   ASH STREET EXT
   MAPLE STREET EXT
   DEAD END OFF REDDEN STREET
   SNOWS AVENUE
   HULLAVE                         IF LOADER NEEDED NOTIFY SUM
   END OF BARRY STREET
   CRESTVIEW CUL-DE-SAC'S
   VALLEY STREET (OFF GLENWOOD AVE)
   DOWALIBY COURT (OFF WHITTIER ST)
   AUTUMN STREET (OFF SIXTH ST)
   ERIC DRIVE CUL-DE-SAC (COUNTY FARM RD)_;
   DEAD END TOWARDS OLD COVERED BRIDGF-
   COLD SPRINGS ROAD
   MESERVE ROAD
   BACK RIVER RD -VETERANS BUILDING PLOW AFTER STORM
   OLD COLONY ROAD

   NUTE ROAD
   EVANS DRIVE CUL-DE-SAC
   CIRCLE AT BRITTANY PARK
   END OF MORIN ST
   PINECREST OFF TRAFFIC CIRCLE











   SUPERVISOR COMMENTS

   11
   21
   31
   4]












                                                                               D-30







                    (5] BACK RIVER 4X4 PLOW ROUTE

 mEQUIPMENT:                                  DRIVER:
    OUTE                                      11NOTES/COMMENTS
 1@cKENNA DR
    HADY LN
    PRUCE LN EXT                              IRESIDENT TAKES CARE OF LEFT SIDE
    ABBIT RD                                  Ir-
 Wp-LD GARRISON RD                            IFROM BAYVIEW TO DAVE HILL'S HOUSE
  113AYVIEW RD                                TURN AROUND AT THE "Y"
 ISPRUCE DR                                   IAT DEAD END
   PARTR DGE LN                               IAT CUL-DE-SAC
    YLVAN DR                                  IIAT CUL-DE-SAC
 48DELLE DR                                _11AT CUL-DE-SAC
  ISUNSET DR                                  I AT DEAD END
 SHARTSWOOD DR                            -7AT END
   OLD CATARACT AVE                           AT DEAD END
   W. KNOX MARSH RD




















  SUPERVISOR COMMENTS



 ï¿½3]
 rl,UPERVI


                                                        z






                          [6] WELLS 4X4 PLOW ROUTE

   EQUIPMENT:                                         DRIVER:
               WELL NAME and LOCATION                 NOTES/COMMENTS


   BOUCHARD WELL              FRENCH CROSS RD
   CALDERWOOD WELL            GLENHILL RD
   CAMPBELL WELL              GLENHILL RD
   CUMMINGS WELL              SMITH WELL RD
   GRIFFiN WELL               MAST RD AT 2ND ENTRANC
   HUGHES WELL                OLD STAGE RD
   IRELAND WELL               MAST RD AT I ST ENTRANCE,
   LOWELL AVE STATION         LOWELL AVE
   SMITH WELL                 SMITH WELL RD






























   SUPERVISOR COMMENTS


   21
   3]
   4]











                                                                                              b-3z








                             GRADER PLOW ROUTE

 _gQUIPMENT:                                                      DRIVER:
    TREET and LOCATION                       NOTES/COMMENTS


    ENTRAL AVE
 WOUTE 16 & 16B
 (
    URHAM RD

    TARK AVE

    ILVER ST

    ORTLAND AVE
 WROADWAY
    HESTNUT ST

    ASHINGTON ST

    ELLAMY RD

    IXTH ST
































    UPERVISOR COMMENTS




   31
   p








   s







                     GRAVEL ROADS PLOW ROUTE

   EQUIPMENT:                                                                DRIVER:
                  STREET and LOCATION                            NOTES/COMMENTS


   BOSTON HARBOR RD      ACROSS FROM DMV

   COLD SPRINGS RD       OFF OF BELLAMY RD

   COVERED BRIDGE LN     OFF OF GLENHILL RD
   IONA AVE              OFF OF BROOKLINE AT FOURTH ST

   MCKONELN              OFF HENRY LAW AVE

   OLD GARRISON RD       OFF OF BAYVIEW DR

   RABBIT RD             OFF OF BACK RIVER RD

   THOMPSON LN           OFF OF HENRY LAW AVE

   THREE RIVERS FARM RD OFF OF GULF RD

   VALLEE ST             OFF OF GLENWOOD AVE

   WATSON LN             OFF OF WATSON ST



















   SUPERVISOR COMMENTS


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   4]
















                                                                                               D -3,/



 I
 I                  NORTHSIDE SIDEWALK PLOW ROUTE
    EQUIPMENT:                                                           DRIVER:


    ENRY LAW AVE           FROM RIVER ST TO MAIN ST (RIGHT SIDE)
    AIN ST                 FROM HENRY LAW AVE TO PORTLAND ST (RIGHT SIDE)
    ASHINGTON ST           IN FRONT OF CLAROSTAT BLDG

    OUNG ST

    ORTLAND ST             IN FRONT OF PRINT SHOP

    CHOOLST
    URN AROUND
 &T JOHNS ST               FROM PORTLAND AVE TO BROADWAY (BOTH SIDES)
    ROADWA                 FROM CENTRAL AVE TO OAK ST (LEFT SIDE)
    URN AROUND
    AM ST                  FROM BROADWAY TO CENTAL AVE (RIGHT SIDE)
    AM ST                  FROM CENTRAL AVE TO PARK ST (RIGHT SIDE)
 @PENTRAL AVE              FROM HAM ST TO OAK ST (RIGHT SIDE)
    AKST                   FROM CENTRAL AVE TO PARK ST (RIGHT SIDE)
    URN AROUND
     NTRALAVE              FROM RESERVOIR ST TO CHESTNUT ST (RIGHT SIDE)
     W YORK ST             FROM CENTRAL AVE TO BROADWAY (LEFT SIDE)
    PIERCE ST              FROM BROADWAY TO CENTRAL AVE (RIGHT SIDE)
 l[OURTH ST                FROM DUNKIN DONUTS TO CHESTNUT ST (RIGHT SIDE)
    OURTH ST               FROM CHESTNUT ST TO ARCOLA ST (LEFT SIDE)
    URN AROUND
    -IFTH ST               FROM CONDOS TO CENTRAL AVE (LEFT SIDE-)
    IXTH ST                FROM CENTRAL AVE TO GROVE ST (LEFT SIDE)
 IJPIXTH ST                FROM GROVE ST TO HORNE ST (RIGHT SIDE)
    ORNEST                 FROM SIXTH ST TO GLENCREST AVE (LEFT SIDE)
    ORNEST                 FROM CRESCENT AVE TO GLENWOOD AVE (RIGHT SIDE)
    LENWOOD AVE            FROM HORNE ST TO WHITTIER ST (LEFT SIDE)
    URN AROUND
 .LGLENWOOD AVE            FROM HORNE ST TO CENTRAL AVE (RIGHT SIDE)
 &RACLE MILE               FROM W D HOSPITAL ENT TO MERCHANTS BANK ENT (RIGHT SIDE)
    IRACLE MILE            OPPOSIDE SIDE FROM BLOCKBUSTER ENT TO ASH ST (RIGHT SIDE)
    SH ST                  FROM CENTRAL AVE TO HORNE ST (LEFT SIDE)
    HESTNUT ST             FROM CENTRAL AVE TO WASHINGTON ST (RIGHT SIDE)
    IRST ST                FROM CHESTNUT ST TO CENTRAL AVE (BOTH SiDES)
 MECOND ST                 FROM CHESTNUT ST TO CENTRAL AVE (BOTH SIDES)

    UPERVISOR COMMENTS
    y




    T




    T







    T

    E

    E
 i
    T
    s--
 ;H

    'V
 JF 1
 J2





    EQUIPMENT:        SOUTHSIDE SIDEWALK PLOW ROUTE
                                                                         DRIVER:
    HANSON ST               FROM HENRY LAW TO CENTRAL AVE (RIGHT SIDE)
    CENTRAL AVE             FROM SILVER ST TO STARK AVE (RIGHT SIDE)
    STARK AVE               FROM CENTRAL AVE TO STORE 24 (RIGHT SIDE)              TURN AROUND
    CENTRAL AVE             FROM STARK AVE TO DURHAM RD (RIGHT SIDE)
    BACK RIVER RD           FROM MILL ST TO GARRISON RD (LEFTSIDE)
    GARRISON RD             FROM BACK RIVER RD TO GARRISON SCHOOL (LEFT SIDE)
    GARRISON RD             FROM GARRISON SCHOOL TO AUSTIN DR (RIGHT SIDE)         TURN AROUND
    BACK RIVER RD           FROM GARRISON RD TO SPRUCE LN (LEFT SIDE)              TURN AROUND
    DURHAM RD               FROM CENTRAL AVE TO ALUMNI DR (RIGHT SIDE)
    DURHAM RD               FROM ALUMNI DR TO MAST RD (LEFT SIDE)
    CATARACT AVE            FROM CENTRAL AVE TO BELLAMY RD (LEFT SIDE)             TURN AROUND
    BELLAMY RD              FROM CATARACT AVE TO DURHAM RD (LEFT SIDE)             TURN AROUND
    BELLAMY RD              FROM CATARACT AVE TC KNOX MARSH RD (RIGHT SIDE)
    TUNNEL ENTRANCE         AT THE END OF W. KNOX MARSH RD
    SPAULDING TP            TURNPIKE TO SILVER ST
    TUNNEL ENTRANCE         END OF SILVER ST EXTENSION
    SILVER ST               FROM OVERPASS TO TOWLE AVE (RIGHT SIDE)
    TOWLE AVE               FROM SILVER ST TO CLIFFORD ST (LEFT SIDE)              TURN AROUND
    SILVER ST               FROM TOWLE AVE TO RUTLAND ST (RIGHT SIDE)
    RUTLAND ST              FROM SILVER ST TO FISHER ST (LEFT SIDE)
    RUTLAND ST              FROM PARKERST TO CATARACT AVE (RIGHT SIDE)             TURN AROUND.
   ISILVER S7-             iFROM RUTLAND ST TCD CENTRAL A@7if iRIGHT SIDE)
    SILVER ST                                                  ENT @RIGHT SIDE)    TURN AROUNDI
                            FROM CENTRAL AVE TO TEXACO STf
    ARCH ST                 FROM SILVER ST TO WASHINGTON ST (RIGHT SIDE)
    WASHINGTON ST           FROM ARCH ST TO WHITTIER ST (RIGHT SIDE)
    WHITTIER ST             FROM WASHINGTON ST TO HAMPSHIRE CIR (RIGHT SIDE)       TURN AROUND
    WASHINGTON ST           FROM ARCH TO LEXINGTON ST (RIGHT SIDE)
    LEXINGTON ST            FROM WASHINGTON ST TO SILVER ST (RIGHT SIDE)           TURN AROUND
    WASHINGTON ST           FROM LEXINGTON ST TO CUSHING ST (RI HT SIDE)
    CUSHING ST              FROM WASHINGTON ST TO SILVER ST (LEFT SIDE)            TURN AROUND
    WASHINGTON ST           FROM CUSHING ST TO WALNUT ST (RIGHT SIDE)
    WALNUT ST               FROM WASHINGTON TO ST THOMAS ST (BOTH SIDES)
    WASHINGTON ST           FROM WALNUT ST TO LOCUST ST (RIGHT SIDE)
    LOCUST ST               FROM WASHINGTON ST TO ST THOMAS ST (RIGHT SIDE)
    LOCUST ST               FROM ST THOMAS ST TO WASHINGTON ST (RIGHT SIDE)        TURN AROUND
    LOCUST ST               FROM ST THOMAS ST TO PUBLIC LIBRARY (RIGHT SIDE)
    LOCUSTS                 WALKWAY TO LIBRARY FRONT DOOR
    LOCUST ST               FROM LIBRARY TO FISHER ST IRIGHT SIDE)
    FISHER ST               FROM LOCUST ST TO RUTLAND ST (RIGHT SIDE)              TURN AROUND
    LOCUST ST               FROM FISHER ST TO CENTRAL AVE (RIGHT SIDE)
    TRAKEY S                FROM CENTRAL AVE TO LOCUST ST (RIGHT SIDE)
    COURTST                 FROM UNION ST TO CENTRAL AVE (RIGHT SIDE)
    FISHER ST               FROM LOCUST ST RUTLAND ST (RIGHT SIDE)                 TURN AROUND
    LOCUST ST               FROM FISHER ST TO CENTRAL AVE (RIGHT SIDE)
    TRAKEY ST               FROM CENTRAL AVE TO LOCUST ST (RIGHT SIDE)
    COURTST                 FROM UNION ST TO CENTRAL AVE (RIGHT SIDE)
    SUPERVISOR COMMENTS
    1]
    21
    31









                      CULVERTS AND WASHOUT AREAS

              STREET and LOCATION                INOTES/COMMENTS


    CHECO ST          AT PSNH BUILDING


    RTLAND AVE        NEAR RAVINE

    RTLAND AVE        AT PORTLAND ST


    OADWA             ACROSS FROM RED'S


    AKER ST           HOUSE #4

    ERRY BROOK        AT 6TH, HOUGH AND ASH ST

    URTH S            NEAR KENNEDY CIRCLE


    LACKWATER RD


    ORNEST


    OUNTY FARM RD


    EMLOCK CIR


    XTH ST RAVINE


    2 SIXTH ST        ALONG EDGE OF PAVEMENT
    0


    0


    0


    R




























































                                                                                         b-n







                          EXTRA RUN HEAVY SNOW


   EQUIPMENT:                      DRIVER:
   ROUTE                                          NOTES/COMMENTS

   CENTRAL AVE                     !STRAFFORD FARMS TO MAST RD and STARK AVE TO

                                        ELLIOTT ROSE CO. GREENHOUSE
   RTE 16B                         JITO COLONIAL VILLAGE NORTH
   RTE 16                          ITO PORTLAND GLASS
   CHESTNUT ST















































  SUPERVISOR COMMENTS


  21
  3]
  4)



 I
 I                      EXTRA RUN HEAVY SNOW
  EQUIPMENT:                     DRIVER:
 J
   OUTE                          11NOTES/COMMENTS


   CODLAND RD

   ONGMEADOW RD

   EECH RD

   IRCHWOOD PL
   LLIOTT CIR                    IPUSH BACK SNOW

   EATING ST

   AYES LN

   HAMROCKLN

   ENAUD AVE

   MITH RD

   ENTRALAVE

   TARK AVE

   AIN ST

   OCUSTST

   ILVER ST

   RCHST
   ASHINGTON                     IFROM LOWER SQ TO WHITTIER ST
   HITTIER                       IFROM TOLEND TO GLENWOOD
   OURTH ST























   UPERVISOR COMMENTS




 14]
  w
  BI


  K,
 @R
 iL







                                                                                        b bq






                        EXTRA RUN HEAVY SNOW


  EQUIPMENT:                     DRIVER:
  ROUTE                          INOTES/COMMENTS


  PORTLAND ST
  PORTLAND AVE

  MAIN ST
  FOURTH ST
  WASHINGTON ST
  WHITTIER ST
  SILVER ST
  DURHAM RD
  LOCUSTST
  CHESTNUT ST






























  SUPERVISOR COMMENTS
  11 CHECK BROADWAY
  21
  31
  41








                CHURCHES -- SIDEWALK MAINTENANCE

 &QUIPMENT:                DRIVER:
 ISTREET LOCATION          CHURCH NAME         NOTES/COMMENTS

    ENTRAL AVE             FIRST PARISH

    ENTRAL AVE             ST. JOSEPH*S

    ENTRAL AVE             ST.CHARLES

    HESTNUT & THIRD        ST. MARY'S
 110URTH & GROVE           TEMPLE ISRAEL

    OCUSTST                GREEK ORTHODOX

    ORTLAND AVE & MECHANIC ST. GEORGE MARONIT

    ASHINGTON              DOVER BAPTIST































    UPERVISOR COMMENTS
   L
   L



   w







                      BRIDGES -- CITY MAINTAINED
                            BRIDGES FREEZE BEFORE ROADS

   EQUIPMENT:                                                    DRIVER:
   BRIDGE NAME and LOCATION INOTES/COMMENTS

   BELLAMY ROAD
   CATARACT AVE.

   CENTRAL AVE.

   CHESTNUT ST.

   FOURTH ST.
   GLENWOOD AVE. over TP

   SAWYER'S BRIDGE

   SPUR RD. over TP

   SIXTH ST. over TP

   TOLEND RD.

   WASHINGTON ST.

   WATSON RD.

   WHITTIER ST.






















   SUPERVISOR COMMENTS
   11
   21
   31
   41









                                                           I








                           NORTH SIDE CATCH BASINS

 JEQUIPMENT:                                  DRIVER:
                 STREET and LOCATION                    NOTES/COMMENTS


   CENTRAL AVE           AT TASKER FUNERAL HOME

   CENTRAL AVE           NEAR FRIENDLY MARKET
 ICENTRAL AVE            ACROSS FROM SHOP&SAVE ENT
 @
    LENW000 AVE          NEAR CENTRAL

   OAK  ST               AT PARK ST

    AK ST                ATBROADWAY

   PEARL ST              AT CHURCH
 IIIIHILL ST             NEAR #9
 JE. CONCORD ST          NEAR #5
 @BAKER S                NEAR HYDRANT
   PARK  ST              ATHAM

   NEW YORK ST           ATPARK

   BROADWAY              AT RED'S SHOE BARN

   BROADWAY              AT PIERCE

   PORTLAND AVE          IN "HOLLOW"
 IIIIATLANTIC AVE        AT PORTLAND AVE.

   PORTLAND AVE          NEAR SPINELLI'S APTS.

   COCHECO ST            NEAR #108
 RCOUNTRY CLUB EST
   IMT. VERNON ST        BEHIND CHURCH
 IMT. VERNON ST          BETWEEN HOUGH & ASH

   MT VERNON ST          AT ASH ST

   ROOSEVELT ST          NEAR HORNE

   HORNE S               NEAR ASH ST EXT

   SIXTH ST              AT HORNE ST
 9SIXTH ST               NEAR EAST COAST AUTO BODY
 @MAPLE ST               NEAR HOUGH ST

   GROVES                NEAR HOUGH ST

   CHESTNUT ST           NEAR FIFTH ST
 ICHESTNUT ST            AT FOURTH ST

           ST            NEAR SNOWS CT
   CENTRAL
 @CENTRAL


    AK  ST
 @PEARL ST




 IPORT@ANI
   COCHECO







 i
 @H,ORNE ST
   S XTH  ST








                           SOUTH SIDE CATCH BASINS
   EQUIPMENT:  STREET and LOCATION         DRIVER: NOTES/COMMENTS

   PLEASANT VIEW CIR

   WASHINGTON ST

   ARCH ST

   LEXINGTON ST

   LEXINGTON ST

   TOWLE AVE

   CUSHING ST

   LOCUST ST

   ST. THOMAS

   KIRKLAND ST

   LOCUSTST

   FISHER ST

   LOCUSTST

   BELLAMY RD

   LISA BETH CIRCLE

   DURHAM RD

   BACK RIVER RD

   BACK RIVER RD

   SHADOW OR

   LINDA DR

   AUSTIN DR

   MORNINGSIDE DR

   RIVERDALE DR

   KELLEY DR

   SPRUCE DR

   SPRUCE LN

   SPRUCE LN

   WESTWOOD CIR























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