[From the U.S. Government Printing Office, www.gpo.gov]
95.4.2 W FINAL REPORT TO THE OFFICE OF STATE PLANNING FROM TBE TOWN OF NEWMARKET, N. H. FOR THE LAMPREY RIVER PARK AND RIVERWALK PROJECT 31 55- IN V TfHS FINAL WORK AND REPORT WAS FUNDED IN PART BY A GRANT FROM THE OFFICE OF STATE PLANNING, NEW HAMPSHIRE COASTAL PROGRAM, AS AUTHORUED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA), GRANT AWARD NUMBER NA57OZO230 4p J 4 Nil (onsfe Plogigm lose INCORPORATED DEPARTMENT OF D DECEMBER 15,1727 PUBLIC WORKS CHARTER JANUARY 1, 1991 TABLE OF CONTENTS - ACKNOWLEDGMENTS - INTRODUCTION - SUNEMARY - LAWREY RIVERWALK FEASIBILITY STUDY - SUM[MLARY OF RIVERPARK EXPENDURES AND BACK-UP - SUMMARY OF IN-KIND SERVICES AND BACK-UP 7@- -r3- zt TOWN HALL, 186 MAIN STREET, NEWMARKET, NEW HAMPSHIRE 03857 TELEPHONE (603) 659-3093 FAX (603) 659-4807 ACKNOWLEDGMENT This final work and report was fimded in part by a grant from the Office of State Planning, New Hampshire COASTAL Program, as authorized by the National Oceanic and Atmospheric Administration (NOAA), Grant Award Number NA570ZO230. Acknowledgments to Stephen Wallace, Principal Planner of the New Hampshire COASTAL Program of the Office of State Planning, for attending many meetings and for extra help and guidance. Without this support this project would have been more difficult. Special' thank you to The Cooperative Alliance for Seacoast Transportation (C.O.A.S.T.) and Mr. Rad Nichols for cooperation and fimding of the bus stop enclosure at the Lamprey River Park. EVMODUCTION On August 16, 1995 the New Hampshire Governor and Council authorized the Office of State Planning to enter into an Agreement with the Town of Newmarket, New Hampshire to provide twenty thousand dollars ($20,000.00) under the provisions of the New Hampshire Coastal Program The Agreement involved financial assistance to the Town of Newmarket, in conjunction with the New Hampshire Coastal Program, under the Coastal Zone Management Act of 1972, as amended. The Town of Newmarket applied for these fiinds for the construction of a small waterfront park and a feasibility study of a waterfront walkway along the Lamprey River. The Project background start with the Lamprey River flowing through downtown Nevmiarket and has long been considered one of the Towli's outstanding natural treasurers. The historic former mill buildings stand along the liver's edge. Public access to the river has been limited to the one public boat launch site. Ile Town's recently completed Master Plan identified the need to increase public access to the river, especially in the downtown area. This Project will create a small public park located above the existing boat launch site, as well as plans for the construction of the riverwalk from the boat launch site (roughly 3,000 feet in length) leading to the Town-owned conservation lands. The Town of Newmarket's objective was to utilize the Coastal Program fimds to plan and design a downtown waterfront walkway including construction of an adjacent park along the Lamprey River. The first step of the project was to establish a Waterfront Advisory Committee. The members and officers are as folftows: Suld Casanave, Co-chair Preston SamueL Co-chair Conservation Commission Rep. Planning Board Rep. Rad Nichols Mary Robertson C.O.A.S.T. Rep Newmarket Downtown Asso. Rep. Arlon Chaffee David LeGault Newmarket Community Newmarket Historical Society Rep. Development Rep. W. David Halloran Mario Zocchi Town Council Rep. Newmarket Citizen Diane Tanzi Joyce May Johnson Newmarket Citizen Town Administrator David G. Walker Steve Wallace Director of Public Works Office of State Planning The next step was to develop a Request for Proposals for Design and Professional Services for the Park Improvements and Riverwalk Feasibility Study. Appledore Engineering, Inc. was chosen. The Park Design was developed and reviewed by the Advisory Committee. Construction of the retaining wall. occurred during June, 1996. Final landscaping plans were developed during July and August, with construction during September. During this time period, the Riverwalk Feasibility Study was developed as outlined in this document. SUMMARY The results of the Lamprey River Park and Riverwalk Project have given the Town of Newmarket a solid starting point for the economic revitalization and preservation of the Town's coastal natural resources. The Park construction is the starting point of the Riverwalk Project along the tidal Lamprey River. The Park also provides a landscaping theme that can be used to beautify the Main Street of Newmarket. The Riverwalk Feasibility Study is a plan for the future to construct a walkway along the shoreline of the tidal Lamprey River. As the Study indicates, the walkway can be constructed and the Town plans to proceed with implementing the plan. LAMPREY RIVERWALK FEASIBILITY STUDY September, 1996 Prepared For: Town of Newmarket 186 Main Street Newmarket, New Hampshire 03857 % ROBERT Prepared By: M. M SNOVER Appledore Engineering, Inc. 600 State Street, Suite D Portsmouth, New Hampshire 03801 This report was fimded in part by a grant from the Office of State Planning, New Hampshire Coastal Program, as authorized by the National Oceanic and Atmospheric Administration (NOAA), Grant Award Number NA570ZO320. (952-014.DOC) AS# Appledore Engineering. Inc. TABLE OF CONTENTS 1. INTRODUCTION 1.1 Scope and Purpose 1.2 Project Background II. EXISTING CONDITIONS 2.1 Topographic and As-Built Surveys 2.2 Bathyrnetric Survey 2.3 Waterfront Inspections III. INITIAL ENGINEERING STUDIES 3.0 General Discussions 3.1 Subsurface 3.2 Ice 3.3 Wind 3.4 Currents 3.5 Waves 3.6 Tide Levels. 3.7 Workshops and Public Meetings IV. ALTERNATIVE ANALYSIS V. REGULATORY AGENCY PERMITTING VI. RECOMMENDATIONS APPENDICES Appendix A U.S. Army Corps 1980 Operation & Maintenance Rep ort Appendix B U.S. Army Corps 1978 Condition Survey and Survey Control Appendix C N.H. Port Authority Mooring Data Lamprey Riverwalk Feasibility Study I of I Table Of Contents Newmarke@ New Hampshire INTRODUCTION 1.1 Scope and Purpose The Town of Newmarket is interested in construction a public Riverwalk along the Lamprey River in the downtown village area. The area of primary interest consists of approximately 3,500 � feet of waterfront along the western shore of the Lamprey River. The southern limit of the study area is the New Hampshire Fish and Game land just south of the Town's sewer treatment plant. The northerly limit is the Route 108 bridge over the Lamprey River just above the Mill complex and falls. The basic purposes of the Riverwalk are: 1. Enhance public access to the historic Newmarket waterfront. 2. Provide enjoyment of this unique waterfront. 3. Revitalize the historic downtown waterfront. The proposed facilities assessed in this study center around providing public access to the waterfront within the study area. This study has been undertaken in order to assess the feasibility and viability of such an endeavor and to recommend an optimum means of accomplishing the projects basic purposes. 1.2 Project Background The proposed Lamprey Riverwalk project is focused on providing access to the once-bustling waterfront along the Newmarket downtown waterfront. The Riverwalk will not only serve as a waterfront promenade, but also as an educational tour highlighting its noteworthy past. The village area wharves were a significant commercial and industrial center during the 1700 and 1800's. Most of the old wharves which occupied the village areas western shoreline have long since rotted away or been torn out by ice sometime in the early to mid 1900's after serving the towns industrial base. Lamprey Riverwalk Feasibility Study I of 14 Introduction Newmarket, New Hampshire During the 1700's lumber and ship building materials was the most likely commodity to be transported across the wharves. By the 1800's the region had become an important industrial center which required large quantity of coal for consumption by stores, factories, iron shops, lumber mills, paper mills and homes. Equally important to the areas industries were precious commodities such as cotton, iron, salt, and other heavy commodities brought to Newmarket by water. By the 1800's Newmarket was importing 5,000 tons of coal annually and almost 8,000 tons of commodities. Time and severe ice conditions along this reach of the Lamprey have erased most of what was once an active and vital waterfront. When the Lamprey Riverwalk is complete it will be a twentieth. century interpretation of the historic waterfront for the public to enjoy and learn about the vivid past that is underfoot. Lamprey Riverwalk Feasibility Study 2 of 14 Introduction Newmarket, New Hampshire 17. Eftrffrel h ,Pd EW h bid Or., Mc N" 'Hil 1-1 ne V LIV r 16 5 A Hill. urha Iblan Dlnt'>@ pis nmere ngton a 'Fall P State wd e Area S- F is ati., Ltp.'rt @e omae-poi 0 151 Isl@ad' 4 orth E Hill Polm anme at buth Regio El .$f apIq#ro F@j . . . . . 6ketts:Po6f',",S an a and d I we4s pqln!. 87 i;pIp. P 'nt @ing -ell sh Ffil Iffific I re I ell 11A 85 rail 10 innfe 'Is ea III rs 7 R n J4?l 95 t hal mer I At ake M11 A Brumi r Apine A g Al T. 0. !.'Ch Civ;1 Marine LAMPREY RIVERWALK Planning VICINITY MAP Structurol FEASIBILITY STUDY AEf Tronsportotion Appledore Engineering, Inc. 600 State Street, Suite D 0 5208 10417 20833 TOWN OF NEWMARKET Portsmouth, NH 03801 (603) 433-8818 186 MAIN STREET NEWMARKET, NEW HAMPSHIRE SEPTEMBER, 1996 Scale in Feet 03857 952RW.DWG THIS PLAN WAS FUNDED IN PART BY A GRANT FROM THE OFFICE OF STATE PLANNING, N W HA PSHIRE C BEY THEMNATIONAL O11TAL PROGRAM, AS AUTHOI111D OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA) GRANT AWARD NUMBER NA570ZO320 c "C' C-) em 90- :@em r -@6 0, 33 ELI P.. it It It it A 0. Sub' Sta 56 Cr *ma@ke A Ne' 0 m'/ (8M 4% Riversice .;SITE 91, io Cem er Gravel & ') C) "pit jeffs pillie .\Hill .0 or VOW piit" Narrow& d6eswell cem. r % /0 76 a Tra er Park vt *K -E /X, J, )Great H\ Ill AV, RIVER:& i @4 % USGS QUAD: DOVER, NEW HAMPSHIRE 1:24,000 ivil Marine LAMPREY RIVERWALK Planning U. S. G. S. MAP Structural FEASIBILITY STUDY Transportotion Appledore Engineering, Inc. 600 State Street, Suite D 0 1000 2000 4000 TOWN OF NEWMARKET Portsmouth, NH 03801 (603) 433-8818 186 MAIN STREET NEWMARKET, NEW HAMPSHIRE SEPTEMBER, 1996 Scale in Feet 03857 952RW.DWG THIS PLAN WAS FUNDED IN PART 13Y A GRANT FROM THE OFFICE OF STATE PLANNING, NEW HAMPSHIRE COASTAL PROGRAM, AS AUTHORIZED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOM) GRANT AWARD NUMBER NA57070320 H 0 0 0 0 0 0/ 1 N 0 SITE Newm et 0 o 0 kk, OVRD. PWR. CAB, f'l AUTH. CL.. 54 FT 4v arovws TO-- Labberla 76 0 ... .7 M odys Pt. reat Hill, ........... ..... ... .... so Q) ................. .... ..............4....... 6 civil Marine LAMPREY RIVERWALK Planning NOAA PLAN Structural FEASIBILITY STUDY ALvf Transportation Appledore Engineering, Inc. 600 State Street, Suite D 0 833 1687 3,333 Portsmouth, NH 03801 (603) 433-8818 TOWN OF NEWMARKET 186 MAIN STREET NEWMARKET, NEW HAMPSHIRE SEPTEMBER, 1996 Scale in Feet 03857 U 952RW.DWG THIS PLAN WAS FUNDED IN PART BY A GRANT FROM THE OFFICE OF STATE PLANNING, NEW HAMPSHIRE COASTAL PROGRAM, AS AUTHORIZED By T14E OCEANIC AND ATMOSPHERIC ADMINISTRATIO"4=1- GMT AWARD NUMBER NA57OZO320 H 11. EXISTING CONDITIONS 2.1 Topographic and As-Built Surveys As no detailed topographic or as-built survey's were available for the entire 3,500' corridor of study, a composite base plan was assembled which relied on the following archival data: Aerial Photography Town Assessors Maps U.S.G.S. Map U.S. Army Corps Of Engineers Condition Surveys Boundary Surveys Water & Sewer Plans This archival data was supplemented with two days of field survey by Appledore Engineering, Inc.'s survey crew and engineers on August 29 and 30, 1996. 2.2 Bathymetric Survey Bathymetric survey of this reach of the Lamprey River were completed by the U.S. Army Corps of Engineers in 1976-1977, which indicates channel limitation of about 3 feet at Mean Low Water (MLW). 2.3 Waterfront Inspections A modified Routine Inspection was completed along the entire 3,500'� length of waterfront at an extreme low water condition on August 30, 1996. The scope of wor k for the modified Routine Inspection included: A Level I inspection was made on 100% of the structures to determine obvious problems. For the purpose of this study a Level I survey was essentially a visual overview, with minimal cleaning of structural elements. The Level I examination confirmed as-built structural plans and detected obvious major damage or deterioration due to overstress (ship impact, ice), severe corrosion, or extensive biological growth and attack. Lamprey Riverwalk Feasibility Study 3 of 14 Existing Conditions Newmarket, New Hampshire The inspectors relied primarily on visual and/or tactile observations to make conditions assessments. These observations were normally made over the total exterior surface area of the structure whether it is a quaywall, bulkhead, pier, or pile. The inspection was completed by four (4) of Appledore Engineering's professional Engineers and Architects. Lamprey Riverwalk Feasibility Study 4 of 14 Existing Conditions Newmarket, New Hampshire 41 Cor 200 0 100 200 400 800 Appledore Engine 600 State Street. Suite D Portsmouth, NH 03801 IN FEET SEPTEMBER, 952RW.DWG 74%0. 12", J LOW- Q N.H. FISH & GAME LAND TO SOUTH Warine LAMPREY RIVERWALK Alfff Ainking SITE PHOTOGRAPH Structural FEASIBILITY STUDY Transportation Appledore Engineering, Inc. 600 State Street, Suite D TOWN OF NEWMARKET Portsmouth, NH 03801 (603) 433-8818 186 MAIN STREET NEWMARKET, NEW HAMPSHIRE SEPTEMBER, 1996 03857 952RW.DWG THIS PLAN WAS FUNDED IN PART BY A GRANT FROM THE OFFICE OF STATE PLANNING, NEW HAMPSHIRE COASTAL PROGRAM, AS AUTHORIZED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOM) GRANT AWARD NUMBER NA570ZO320 7- tQ; pz7i V'. *w EXISTING TRAIL AT TOWNS SEWER TREATMENT PLANT Marine LAMPREY RIVERWALK Planning SITE PHOTOGRAPH Strucfurol FEASIBILITY STUDY TraAsporfation Appledore Engineering, Inc. 600 State Street, Suite D TOWN OF NEWMARKET Portsmouth, NH 03801 (603) 433-8818 186 MAIN STREET NEWMARKET, NEW HAMPSHIRE SEPTEMBER, 1996 03857 AFf 952RW.DWG THIS PLAN WAS FUNDED IN PART BY A GRANT FROM THE OFFICE OF STATE PLANNING, NEW HAMPSHIRE COASTAL. PROGRAM, AS AUTHORIZED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOM) GRANT AWARD NUMBER NA570ZO320 4 0 ai A' EXISTING FENCE AT TOWN'S SEWER TREATMENT PLANT civil Marine LAMPREY RIVERWALK Planning SITE PHOTOGRAPH Structuraf FEASIBILITY STUDY AlEf Transportation Appledore Engineering, Inc. 600 Stote Street, Suite D TOWN OF NEWMARKET Portsmouth, NH 03801 (603) 433-8818 186 MAIN STREET NEWMARKET, NEW HAMPSHIRE SEPTEMBER, 1996 03857 952RW.DWG THIS PLAN WAS FUNDED IN PART BY A GRANT FROM THE OMCE OF STATE PLANNING, NEW HAMPSHIRE COASTAL PROGRAM, AS AUTHORIZED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA) GRANT AWARD NUMBER NA570ZO320 @kk 3@' 4, 7- VIEW DOWNSTREAM FROM PROPOSED OVERLOOK Civil Marine LAMPREY RIVERWALK Planning SITE PHOTOGRAPH Structural FEASIBILITY STUDY AlFf Transportation Appledore Engineering, Inc. 600 State Street, Suite D TOWN OF NEWMARKET Portsmouth, NH 03801 (603) 433-8818 186 MAIN STREET NEWMARKET, NEW HAMPSHIRE SEPTEMBER, 1996 03857 952RW.DWG THIS PLAN WAS FUNDED IN PART 13Y A GRANT FROM THE OFFICE OF STATE PLANNING, NEW HAMPSHIRE COASTAL PROGRAM, AS AUTHORIZED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA) GRMT AWARD NUMBER W70ZO320 4 EHN010 A-33plij 44 )'z VIEW UPSTREAM FROM PROPOSED OVERLOOK civil Marine LAMPREY RIVERWALK Planning SITE PHOTOGRAPH Structural FEASIBILITY STUDY AIFI Transportation Appledore Engineering, Inc. 600 State Street, Suite D TOWN OF NEWMARKET Portsmouth, NH 03801 (603) 433-8818 186 MAIN STREET NEWMARKET, NEW HAMPSHIRE SEPTEMBER, 1996 03857 952RW.DWG THIS PLAN WAS FUNDED IN PART BY A GRANT FROM TK OFFICE OF STATE PLANNING, NEW 14AMPSHJRE COASTAL PROGW, AS AUTHORIZED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA) GRANT AWARD NUMBER NA570ZO320 -V@ EXISTING FENCE AT TOWN'S SEWER TREATMENT PLANT Marine LAMPREY RIVERWALK Planning SITE PHOTOGRAPH St@cfural FEASIBILITY STUDY AlFf Transportaflon Appledore Engineering, Inc. 600 State Street, Suite D TOWN OF NEWMARKET Portsmouth, NH 03801 (603) 433-8818 186 MAIN STREET NEWMARKET, NEW HAMPSHIRE 952RW.DWG SEPTEMBER, 1996 " 03857 THIS PLAN WAS FUNDED IN PART BY A GRANT FROM THE OFFICE OF STATE PLANNING, NEW HAMPSHIRE COASTAL PROGRAM, AS AUTHORIZED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA) 0 GRANT AWARD NUMBER MA570ZO320 6, T VV Lw K ft up- _7% I @lw HILLY TERRAIN NORTH OF SEWER TREATMENT PLANT civil Marine LAMPREY RIVERWALK Planning SITE PHOTOGRAPH Structural FEASIBILITY STUDY Alfff Transportation Appledore Engineering, Inc. 600 State Street, Suite D TOWN OF NEWMARKET Portsmouth, NH 03801 (603) 433-8818 186 MAIN STREET NEWMARKET, NEW HAMPSHIRE SEPTEMBER, 1996 03857 952RW.DWG THIS PLAN WAS FUNDED IN PART BY A GRANT FROM THE OMCE OF STATE PLANNING, NEW HAMPSHIRE COASTAL PROGRAM, AS AUTHORIZED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOM) GRANIT AWARD NUMBER NA570ZO320 INH 7% Z V P SHORELINE ADJACENT TO CREIGHTON STREET PUMP STATION civil Marine LAMPREY RIVERWALK Planning SITE PHOTOGRAPH Structural FEASIBILITY STUDY AIFI Transportation Appledore Engineering, Inc. 600 State Street, Suite D TOWN OF NEWMARKET Portsmouth, NH 03801 (603) 433-8818 186 MAIN STREET ' a NEWMARKET, NEW HAMPSHIRE 952RW.DWG SEPTEMBER, 1996 03857 THIS PLAN WAS FUNDED IN PART BY A GRANT FROM THE OFFICE OF STATE PLANNING, NEW HAMPSHIRE COASTAL PROGRAM, AS AUTHORIZED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA) GRANT AWARD NUMBER NA570ZO320 .2 @lz ,V7.qL" '7 i-z- ,7?1(11@21 EXISTING TOWN LANDING civil Marine LAMPREY RIVERWALK Planning SITE PHOTOGRAPH Structurol FEASIBILITY STUDY Transportation Appledore Engineering, Inc. 600 State Street, Suite D TOWN OF NEWMARKET Portsmouth, NH 03801 (603) 433-8818 186 MAIN STREET NEWMARKET, NEW HAMPSHIRE AEf SEPTEMBER, 1996 03857 952RW.DWG THIS PLAN WAS FUNDED IN PART BY A GRANT FROM THE OFFICE OF STATE PLANNING, NEW HAMPSHIRE COASTAL PROGRAM, AS AUTHORIZED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA) GRANT 4ARd NUMBER NA570ZO320 el@ Z' y@ GAR T"o ow vivo SMALL INLET NEAR FISH WEIR civil kfarine LAMPREY RIVERWALK Planning SITE PHOTOGRAPH Structural FEASIBILITY STUDY Transportation Appledore Engineering, Inc. 600 State Street, Suite D TOWN OF NEWMARKET Portsmouth, NH 03801 (603) 433-8818 186 MAIN STREET NEWMARKET, NEW HAMPSHIRE SEPTEMBER, 1996 03857 AEf I 952RW.DWG THIS PLAN WAS FUNDED IN PART BY A GRANT FROM THE OFFICE OF STATE PLANNING, NEW HAMPSHIRE @&ACOASTAL PROGRAM, AS AUTHORIZED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATIDN (NOAA) GRANT AWARD NUMBER NA57OZO320 RAW H ic-00 s 'IX- UZ L Ir L Tr- V 7 7@. EXISTING PIER AND FLOATING DOCKS ADJACENT TO JOYCE'S KITCHEN RESTAURANT 00 Marine LAMPREY RIVERWALK Planning SITE PHOTOGRAPH Structural FEASIBILITY STUDY AlFf Transportation Appledare Engineering, Inc. 600 State Street, Suite D TOWN OF NEWMARKET Portsmouth, NH 03801 (603) 433- 8818 186 MAIN STREET -- NEWMARKET, NEW HAMPSHIRE SEPTEMBER, 03857 952RW.DWG 1997 THIS PLAN WAS FUNDED IN PART BY A GRANT FROM THE OFFICE OF STATE PLANNING, NEW HAMPSHIRE COASTAL PROGRAM, AS AUTHORIZFD BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOM) GRANT AWARD NUMBER NM70ZO320 -17 4 DRIVEWAY BETWEEN RIVER AND MILL CONDOMINIUM civil Marine LAMPREY RIVERWALK Planning SITE PHOTOGRAPH Structural FEASIBILITY STUDY Tronsportotion Appledore Engineering, Inc. 600 State Street, Suite D TOWN OF NEWMARKET Portsmouth, NH 03801 (603) 433-8818 186 MAIN STREET NEWMARKET, NEW HAMPSHIRE AlEf 952RW.DWG SEPTEMBER, 1996 03857 THIS PLAN WAS FVNDED IN PART BY A GRANT FROM THE OFFICE OF STATE PLANNING, NEW HAMPSHIRE BY TH Ano COASTAL PROGRAM, AS AUTHORIZED E NJA'n NAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOM) GRANT AWARD NUMBER NA570ZO320 =Rom H 7 ;:p w w El QUAYWALLS BETWEEN RIVER AND MILL CONDOMINIUM civil Worine LAMPREY RIVERWALK Planning SITE PHOTOGRAPH St=tural FEASIBILITY STUDY Transportation Appledore Engineering, Inc. 600 State Street, Suite D TOWN OF NEWMARKET Portsmouth, NH 0,3801 Aft (603) 433-8818 186 MAIN STREET -1 NEWMARKET, NEW HAMPSHIRE 952RW.DWG SEPTEMBER, 1996 03857 Aaft@. THIS PLAN WAS FUNDED IN PAffr BY A GRANT FROM THE OMCE OF STATE PLANNING, NEW HAMPSHIRE A COASTAL PROGRAM, AS AUTHORIZED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOM) GRANT AWARD NUMBER NA57OZO320 do A "Ilk DRIVEWAY BETWEEN RIVER AND MILL CONDOMINIUM civil Marin e LAMPREY RIVERWALK Planning SITE PHOTOGRAPH Structural FEASIBILITY STUDY AlFf Transportation Appledore Engineering, Inc. 600 State Street, Suite D TOWN OF NEWMARKET Portsmouth, NH 03801 (603) 433-8818 186 MAIN STREET NEWMARKET, NEW HAMPSHIRE SEPTEMBER, 1996 03857 952RW.DWG THIS PLAN WAS FUNDED IN PART BY A GRANT FROM THE OMCE OF STATE PLANNING, NEW HAMPSHIRE COASTAL PROGRAM, AS AUTHORIZED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA) @c GRANT AWARD NUMBER NA570ZO320 0, @ hw. r '7 4 J A i also MARINA FALLS LANDING PIER AND FLOATING DOCKS Marine LAMPREY RIVERWALK Planning SITE PHOTOGRAPH Structural FEASIBILITY STUDY Alfff Transportation Appledore Engineering, Inc. 600 State Street, Suite D TOWN OF NEWMARKET Portsmouth, NH 03801 (603) 433-8818 186 MAIN STREET NEWMARKET, NEW HAMPSHIRE 952RW.DWG SEPTEMBER, 1996 03857 THIS PLAN WAS FUNDED IN PART BY A GRANT FROM THE OFFICE OF STATE PLANNING, NEW HAMPSHIRE COASTAL PROGRAM, AS AUTHORIZED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOM) *1 GRANT AWARD NUMBER NA570ZO320 7 Vol L op '? P A SHORELINE ADJACENT TO MILL NORTH OF MARINA FALLS LANDING Cilill Morine LAMPREY RIVERWALK Planning SITE PHOTOGRAPH Structural FEASIBILITY STUDY AlFf Transportation Appledore Engineering, Inc. 6 0 State Street, Suite D TOWN OF NEWMARKET Poortsmouth, NH 03801 (603) 433-8818 186 MAIN STREET NEWMARKET, NEW HAMPSHIRE SEPTEMBER, 1996 03857 952RW.DWG J@ THIS PLAN WAS FUNDED IN PART 13Y A GRANT FROM THE OFFICE OF STATE PLANNING, NEW HAMPSHIRE COASTAL PROGRAM, AS AUTHORIZED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA) GRANT AWARD NUMBER NA570ZO320 RH' -WAL PRVN j, t 4 0@ -4 L & Ile U A 'n -IF QUAYWALL ADJACENT TO MILL NORTH OF MARINA FALLS LANDING civil Worine LAMPREY RIVERWALK Planning SITE PHOTOGRAPH Structurol FEASIBILITY STUDY TransporfaVoti Appledore Engineering, Inc. 600 Stote Street, Suite D TOWN OF NEWMARKET Portsmouth, NH 03801 (603) 433-8818 186 MAIN STREET NEWMARKET, NEW HAMPSHIRE Afff SEPTEMBER, 1996 03857 952RW.DWG THIS PLAN WAS FUNDED IN PART BY A GRANT FROM THE OMCE OF STATE PLANNING, NEW HAMPSHIRE COASTAL PROGRAM, AS AUTHORIZED BY THE NAIIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOM) vw GRANT AWARD NUMBER NA570ZO320 loop%-' 7 -7- !A, al &A Amok -lzzt- LOWER MILL BRIDGE Morin& LAMPREY RIVERWALK Planning SITE PHOTOGRAPH Structurol FEASIBILITY STUDY Alfff Transportation Appledore Engineering, Inc. 600 State Street, Suite D TOWN OF NEWMARKET Portsmouth, NH 03801 (603) 433-8818 186 MAIN STREET NEWMARKET, NEW HAMPSHIRE ME7 @, W-- SEPTEMBER, 1996 03857 952RW.DWG THIS PLAN WAS FUNDED IN PART BY A GRANT FROM THE OFFICE OF STATE PLANNING, NEW HAMPSHIRE COASTAI PROGRAM, AS AUTHORIIED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA) GRANT AWARD NUMBER NA570ZO320 H A-an Art 1'7@- 7'L@4 FALLS & UPPER MILL BRIDGE, SOUTH OF ROUTE 108 civil Marine LAMPREY RIVERWALK Planning SITE PHOTOGRAPH Structural FEASIBILITY STUDY AEf Transportation Appledore Engineering, Inc. 600 State Street, Suite D TOWN OF NEWMARKET Portsmouth, NH 03801 (603) 433-8818 186 MAIN STREET NEWMARKET, NEW HAMPSHIRE SEPTEMBER, 1996 03857 952RW.DWG THIS PLAN WAS FUNDED IN PART 13Y A GRANT FROM THE OMCE OF STATE PLANNING, NEW HAMPSHIRE COASTAL PROGRAM, AS AUTHORIZED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA) GRANT AWARD NUMBER NA570ZO320 I- FMIAL tit N "z" NORTH ACCESS DRIVE TO MILL OFF ROUTE 108 C;v// Marine LAMPREY RIVERWALK Planning SITE PHOTOGRAPH Structurcl FEASIBILITY STUDY Tronsportation Appledore Engineering, Inc. 600 State Street, Suite D TOWN OF NEWMARKET Portsmouth, NH 03801 (603) 433-8818 186 MAIN STREET NEWMARKET, NEW HAMPSHIRE Alfff SEPTEMBER, 199 03857 952RW.DWG THIS PLAN WAS FUNDED IN PART BY A GRANT FROM THE OMCE OF STATE PLANNING, NEW HAMPSHIRE COASTAL PROGRAM, AS AUTHORIZED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOM) GRANT AWARD NUMBER NA570ZO320 0 FH Mwlwl tm'x --ft III. ENGINEERING STUDIES 3.0 General Discussions The major sources of environmental loadings for the proposed Riverwalk are ice, wind, current, and wave. The New England environment is subject to highly variable and often rapidly changing meteorological conditions. Damaging winter storms (Northeasters) can bring substantial hurricane force winds and are usually accompanied by abnormally high water levels and corresponding strong tidal currents. This area is also affected by tropical storms that can bring shorter duration but stronger winds. 3.1 Subsurface Past experience and previous geotechnical investigations indicate that subsurface conditions will typically be comprised of a relatively thin layer of silt, clay and weathered rock fragments overlying a quartzite bedrock. This quartzite is commonly referred to as "Exeter Diorite". 3.2 Ice Ice loads on marine structures can be tremendous. Review of historical data from the past few decades indicate that the river freezes up yearly and ice has been a significant problem to the waterfront structures. 3.3 Wind Wind is a serious source of loading for waterfront structures. We have made the following observations: � Extreme surface wind (peak gust) measured at Pease Air Force Base in September 1960 was 65 knots out of south-south-east. � The mean annual extreme surface wind (peak gust) measured at Pease Air Force Base is 50.3 knots. � Fastest-mile wind speed (30 feet above ground) for 50 year mean recurrence interval is 70 knots (80 mph) for this area. Lamprey Riverwalk Feasibility Study 5 of 14 Engineering Studies Newmarket, New Hampshire 3.4 Currents Current loads on structures can be significant due to the tidal currents in this area and the base flow of the Lamprey River. 3.5 Wave The project site is sheltered from large waves or swells as it is located approximately two (2) miles up the Lamprey River from Great Bay. Boat wake induced waves are most typical in this area of the River. It is not anticipated that such short period waves will induce significant loads. 3.6 Tide Levels Tidal water levels significantly impact waterfront facilities. It should be noted that post-ice-age land subsidence is occurring in northern New England. In Portsmouth, New Hampshire, this general land subsidence relative to sea level has been occurring at about one foot per one hundred years, resulting in an apparent sea level rise relative to land based benchmarks. During intense storm activity, abnormally high tides may be observed due to the effects of low atmospheric pressure, on-shore "pooling" of water from wind driven currents, and stormwater runoff. The following table presents tidal water levels based on the latest NOAA and FEMA data, based on mean lower low water (MLLW) datum as used on NOAA navigation charts. These tidal water level data are based on the Portland, Maine tide station 8418150, adjusted 75% to the Squamscott River RR bridge substation, and then modified 90% for the section of the Lamprey River in downtown Newmarket. MLLW Datum Estimated Annual Low Water -1.5' Mean Lower Low Water 0.01 Mean Low Water 0.2' Mean Sea Level (1929 NGVD) 3.08' Mean High Water 6.4' Estimated Annual High Tide Line 7.8' 100 year Recurrence High Tide 10.01 Lamprey Riverwalk Feasibility Study 6 of 14 Engineering Studies Newmarket, New Hampshire 3.7 Workshops and Public Meetings Between February, 1996 and September, 1996 Appledore Engineering, Inc. participated in numerous workshops and attended public meetings to discuss the project and identify issues and concerns relative to the proposed Riverwalk. Lamprey River walk Feasibility Study 7 of 14 Engineering Studies Newmarket, New Hampshire IV. ALTERNATIVE ANALYSIS Numerous type, size and location alternatives were studied within the project area. The following three (3) basic concepts were selected for more detailed study: Concept I Southern 900'� to be land based trail construction along the approximate alignment of existing trail on Town land, starting from NH Fish and Game land, with only minor grade and structure modifications. This section may not be entirely handicap accessible, due to "hilly" characteristics of terrain, without extensive modifications to the area. The next 500'� section would also be land based sidewalk construction along the approximate alignment of the existing sidewalk on private and Town land, starting at the pump station with only minor grade and structure modifications. The next 200'� section would be located on the existing pier adjacent to Joyce's Kitchen restaurant. This pier will require renovations. The next 400'� section would again be land based sidewalk construction integral with the existing road/driveway located between the River and the residential Mill Condominiums. The next 200'� section would be located on the existing pier adjacent to the Marina Falls Landing's floating docks. This pier will require renovations. The next 300'� section would be land based sidewalk construction located between the River and the Mill buildings, ending just south of the lower Mill bridge structure. The final I 000'� section through the Mill complex and ending at the Route 108 bridge offers a multitude of viable options. These options include providing access to the eastern shore of the River across one or both of the existing Mill bridges, as well as landslide access along the approximate alignment of the existing access road through the Mill complex to Route 108. While numerous feasible routes are available through this section, the optimum route(s) will most likely be a function of what type of development takes place in the Mill complex. As such, this final 1000'� section of the Riverwalk is included in the concept for planning purposes with no preferred alignment nor estimated construction cost. Lamprey Riverwalk Feasibility Study 8 of 14 Alternative Analysis Newmarket, New Hampshire Order of magnitude 1996 construction cost estimate for Concept #1 is $375,000 which includes architectural/engineering services, and construction. This estimate excludes land/easement acquisition, business relocation, and legal costs. Concept 2 Southern 900' � to be land based trail construction along the approximate alignment of the existing trail on Town land, starting from N.H. Fish & Game land. This concept will provide paved access and parking off of Young Drive. This concept would be entirely handicap accessible and would therefore require extensive modifications to terrain including retaining walls, rip-rap and site grading. The next 500' � section would also be land based sidewalk construction along the approximate alignment of the existing sidewalk on private and Town land, starting at the pump station with significant grade and structure modifications to extend the three culverts and fill in the small inlet in the vicinity of the fish weir. The next 200' � section would be land based and located adjacent to an existing pier in front of Joyce's Kitchen restaurant. This pier will require renovation. The next 400' section would also be land based sidewalk construction on a proposed fill area immediately in front of the granite quaywall that run along this section of the River. This would eliminate the need to have a shared road/driveway and pedestrian walk between the River and the residential Mill condominiums. The next 200' � section would be located on the existing pier adjacent to the Marina Falls Landing floating docks with associated landscaping next to this area. This pier will require renovation. The next 300' � section would be land based sidewalk construction located between the River and the Mill buildings, ending just south of the lower Mill bridge structure. Lamprey Riverwalk Feasibility Study 9 of 14 Alternative Analysis Newmarket@ New Hampshire The final 1,000' � section through the Mill complex and ending at the Route 108 bridge offers a multitude of viable options. These options include providing access to the eastern shore of the River across on or both of the existing Mill bridges as well as landslide access along the approximate alignment of the existing access road through the Mill complex to Route 108. While numerous feasible routes are available through this section, the optimum route(s) will most likely be a function of what type of development takes place in the Mill complex. As such, this final 1,000' � section of the Riverwalk is included in the concept for planning purposes with no preferred alignment nor estimated construction cost. Order of magnitude 1996 construction cost estimate for Concept 2 is $735,000 which includes architectural/engineering services, and construction. This estimate excludes land/easement acquisition, business relocation, and legal costs. Concept 3 Southern 900' � to be land based trail construction along the approximate alignment of the existing trail on Town land, starting from N.H. Fish & Game land. This concept will provide paved access and parking off of Young Drive. This concept would be entirely handicap accessible and would therefore require extensive modifications to terrain including retaining walls, rip-rap and site grading. The next 500' � section would also be land based sidewalk construction along the approximate alignment of the existing sidewalk on private and Town land, starting at the pump station with significant grade and structure modifications to extend the three culverts and fill in the small inlet in the vicinity of the fish weir and the area west of the existing culverts. The next 200' � section would be land based and located adjacent to an existing pier in front of Joyce's Kitchen restaurant. This pier will require renovation. The next 400' section would also be limited land based construction for landscaping on a proposed fill area immediately in front of the granite quaywall that run along this section of the River and construction of a fixed pier/walkway adjacent to this fill area. This would eliminate the need to have a shared road/driveway and pedestrian walk between the River and the residential Mill condominiums. Lamprey Riverwalk Feasibility Study 10 of 14 Alternative Analysis Newmarket, New Hampshire The next 200' � section would be located on the existing pier adjacent to the Marina Falls Landing floating docks with associated landscaping next to this area. This pier will require renovation. The next 300' � section would be land based sidewalk construction located between the River and the Mill buildings, ending just south of the lower Mill bridge structure. The final 1,000' � section through the Mill complex and ending at the Route 108 bridge offers a multitude of viable options. These options include providing access to the eastern shore of the River across on or both of the existing Mill bridges as well as landslide access along the approximate alignment of the existing access road through the Mill complex to Route 108. VNle numerous feasible routes are available through this section, the optimum route(s) will most likely be a fimction of what type of development takes place in the Mill complex. As such, this final 1,000' � section of the Riverwalk is included in -the concept for planning purposes with no preferred alignment nor estimated construction cost. Order of magnitude 1996 construction cost estimate for Concept 3 is $935,000 which includes architectural/engineering services, and construction. This estimate excludes land/easement acquisition, business relocation, and legal costs. Lamprey Riverwalk Feasibility Study 11 of 14 Alternative Analysis Newmarket, New Hampshire A Y 4V bi --sK 61 too A J PARK J@/r Marine Mon"Ing GRAPHIC SCALE struclual AEl Tronsportofion 100 0 50 100 200 PAV. I I I - I Appledore Engineering, Inc. M M 600 State Street. Suite D M M Portsmouth. New Hampshire 03801 (603) 433-111118 ( IN FEET Itemized Engineering 1996 Project Cost Estimates Lamprey Riverwalk, Newmarket, New Hampshire Concept #1 Concepi #2 ConcepL#J Station 0+00 To 9+00 (900') $35,000 $125,000 $125,000 Station 9+00 To 14+00 (500') $15,000 $40,000 $65,000 Station 14+00 To 16+00 (200') $40,000 $50,000 $50,000 Station 16+00 To 20+00 (400') $0 $75,000 $200,000 Station 20+00 To 22+00 (200') $125,000 $160,000 $160,000 Station 22+00 To 25+00 (300') $35,000 $35,000 $35,000 Station 25+00 To 35+00 (1,000') Undetermined Undetermined Undetermined Construction Contingency $75,000 $150,000 $175,000 Engineering & Construction Admin. $50,000 $100,000 $125,000 Estimated Project Total $375,000 $735,000 $935,005- Lamprey Riverwalk Feasibility Study 12 of 14 Alternative Analysis Newmarket, New Hampshire V. REGULATORY AGENCY PERMITTING It is anticipated that this project will require permits from the following regulatory agencies: U.S. Army Corps of Engineers N.H. Wetlands Board N.H.. Water Supply and Pollution Control (Water Quality Certificate) N.H. Office of State Planning (CZM Certificate) Pen-nit processing time will vary with each agency and may take at least six (6) or nine (9) months, depending on the final complexity of the final project. Lamprey Riverwalk Feasibility Study 13 of 14 Regulatory Agency Permitting Newmarket, New Hampshire VI. RECOMMENDATIONS While all three (3) concepts have been determined to be technically feasible, Concept #3 was determined to be themost flexible and viable concept that best accomplished the projects basic purposes, and as such is determined to be the preferred alternative. We recommend that the next steps involve the completion of the following tasks: 1. Develop a Master Plan for the Lamprey Riverwalk. This Master Plan should include consideration of the following important items: � Future Creighton Street pump station upgrades. � Future Mill. development. * Future acquisition of land on east side of River. � Phasing in of low cost sections of Riverwalk. 2. Pursue funding for the permitting and preliminary design of Concept #3, and the final design and construction of selected low cost sections of the Riverwalk. 3. Acquire land and/or easements form adjacent property owners. 4. Complete Final Design and construction of Concept #3. Lamprey Riverwalk Feasibility Study 14 of 14 Recommendations Newmarket, New Hampshire I I I I I I I I APPENDICES I I I I I I I I I I I I I I I I I I I I APPENDIX A I I I I I I I I I I Mr. Mikolaities, Per your request, attached is a copy of US Army Corps our latest hydrographic survey of the Lamprey of Engineers River Federal navigation project for the area New England DAsion between the upper and lower narrows. ** [3 It Is our pleasure to send the Also attached is a project map & material that you requested. description with a Reconnaissance Report dated 13 The enclosed material Is June 1980 which provides some more furnished for your Information. information on the project. As noted in that report, the last time we dredged the Lamprey River was in 190' ), and haven't performed any work since then aside from condition surveys. Please call me if you have any questions or need additional info. D..M t Operations Directorate MD FORM MOA, MAR 85 1P roponenh NEDOD-P) (D !?M @on LAMPREY RIVER, NEW HAMPSHIRE Operation and Maintenance Reconnaissance Report JUNE 1980 2 8 ojog LAMPREY RIVER, NEW HLMPSHIRE OPERATIONS AND MAINTENANCE RECONNAISSANCE REPORT PROJECT AUTHORIZATION The Federal navigation project at Lamprey River, New Hampshire, was authorized by the River and Harbor Act of 3 March 1881. This reconnaissance report on operation and maintenance was auth- orized by Section 216 of Public Law 91-611 for the purpose of reviewing the currently authorized Federal project and determining: a. The level of continued operation and maintenance funding justified for budgetary purposes. b. How well selected projects are serving authorized purposes. c. What other purposes are being or could be served. d. The need, if any, for an in-depth study to establish recom- mendations to Congress for project modification. This study is being done in accordance with EC 1130-2-162 and EC 1130-2-171. PROJECT DESCRIPTION The Lamprey River project, shown in Figure 1, consists of about 2-1/2 miles of channel 100 feet wide and 5 feet deep at Mean Low Water (MLW) to the Lower Narrows, then through the Upper Narrows to 40 feet wide and 5 feet deep at MLW at Newmarket, New Hampshire. Construction of the project was completed in 1883 at a cost of $19,980. AREA SERVED The Lamprey River provides access from Great Bay to the community of Newmarket, New Hampshire. Its original use was to permit access for shallow draft colliers. During the 1880's the town of Newmarket and the surrounding vicinity required 5,000 tons of coal annually for consumption by forty stores, four large cotton factories, an iron fabrication shop, a steam lumber mill, two large paper mills, and various homes and other buildings. In addition, salt, iron, plaster, cement, fish and other heavy articles were brought to Newmarket by water amounting to total commerce between 7,000 and 8,000 tons annually. Because of the extent of the stated commercial navigation, it was deemed economically justif iable to finance the dredging of Lamprey River to Newmarket. Waterborne commerce for the year 1909 amounted to 7,000 tons; shortly thereafter, the transportation of commerce over the river channel ceased. EXISTING PHYSICAL CONDITIONS The project was last maintained in 1903. The Lamprey River has an effective channel width of about 40-50 feet and a depth of about 3 feet at MLW. At high tide the depth increases-6 to 7 feet. New- market's commercial activity is presently limited to a shoe factory, several small light industrial manufacturing plants and service industries providing additional support for the University of New Hampshire at Durham. The project presently serves no commercial traffic and recreational use is negligible. About 25 small craft with lengths less than 20 feet use the project and transient traffic is virtually nonexistent. The town provides a launching ramp which is suitable only for small craft and is presently in poor repair. The Lamprey River Marina is the only other docking facility on the river. The river channel is presently in essentially the same condition it was prior to authorization of the.Federal project. The small craft presently using the harbor do not generally require depths of more than 2 feet; therefore, the existing project depths are adequate for the needs of traffic using the project. Local interests recognize the existence of a Federal navigation project as a potential community resource and periodic requests are received for maintenance dredging, however, projected traffic has not been sufficient to make maintenance practical during consideration of New England-wide priorities. HISTORY OF PROJECT MAINTENANCE COSTS The cost of project construction was $19,980 during 1882 and 1883. Maintenance dredging was last performed in 1903; maintenance costs since that date are attributable to a condition survey of the project and coordination with local interests. Costs are displayed in Table 1. TABLE 1 Historical Costs for Maintenance of the Lamprey River, New Hampshire Date Description of Work Cost 1903 Maintenance Dredging $ 8,268 1962 Administrative Costs $ 1,953 1976-77 Condition Survey (including reestablish- ment of control) $23,342 PRELIMINARY ECONOMIC EVALUATION The Lamprey River project has exceeded its standard economic life of 50 years. Funds previously expended on the project are considered to be sunk costs and will not be included in this analysis. 2 Two alternative future conditions which could be reasonably antici- pated for the Federal project on the Lamprey River over the next 50 years would be continuation of the existing condition and abandonment of the project. Costs. Costs of continuing the existing condition at the project would be limited to periodic condition surveys. The estimated average annual cost for condition surveys, based on one survey costing about $20,000 being accomplished during the 50-year life of the project, would be $400. Costs for abandonment of the project are not quantifiable, however, they would include costs of public review and comment on the proposed action. Benefits. Benefits associated with continuing the existing condition are essentially zero as are benefits associated with abandonment of the project. PRELIHINARY ENVIRONNENTAL ASSESSMENT Environmental impacts associated with either the existing condition alternative or the abandonment alternative are negligible. PRELIMINARY SOCIAL ASSESSHENT Federal navigation projects are generally viewed as resources by the communities which they serve. Although existing utilization of the Lamprey River is negligible, it is a potential source of recreational and economic value to the community. Continuation of the existing condition would be viewed by local interests with equanimity; abandonment would be seen as a distinct disbenefit to the community. RECOMNENDATIONS It is recommended that the existing condition be continued. Expenditures for operation and maintenance would be limited to periodic condition surveys; maintenance dredging would be postponed indefinitelyas it has been since 1903, until increased recreational traffic needs warrant dredging. There is no current indication that dredging will be required in the foreseeable future. An in-depth study is not recommended. 3 CORPS OF ENGINEERS U. S. A ..RMY 3 25 16 M E. PORTL 59 4 1 LA ONIA BIDDEFORD 11 ANDFORD N N E W CONCORD DOVER H A M P S H I R E PORTSMOUTH MANCHESTER LAN.WEY NASHUA R1 VER LAWRENC: FITCHBURG 2 LOWELL 3 28 M A s S. LOCATION MAP SCALE IN IMILEb OSTON, WORCESTE 9 *oA6pUPSTREAJA LIMIT OF NEWMARK T FEDERAL PROJECT 5- FOOT CHANNEL MWDYS 0 108 PIT. tj SHACKFORDS PT. MILES FROM ENTRANCE INTO C,REAT BAY SHOWN THUS Q LAMPREY RIVER, N. H. 1883 SCALE IN FEET 1000 0 2000 4000 nTM ..... DEPARTMENT Of THE ARMY NEW ENGLAND DIVISION, CORPS OF ENGINEERS WALTHAM, MASS, LAMPREY RIVER, NEW HAMPSHIRE CONDITION OF IMPROVEMENT: 30 SEPTEMBER 1982 EXISTING PROJECT: Adopted in 1881. Provides for a 2.5-mile-long tidewater channel 100 feet wide and 5 feet deep at mean low water, extending from the west side of Great Bay for 2 miles to the Lower Narrows, then 40 feet wide and 5 feet deep at mean low water through the Upper Narrows to the vicinity of the Route 108 bridge at Newmarket. PROGRESS: Completed in 1883. COST OF NEW WORK: $19,980, all Federal. MF.AN RANGE-OF TIDE: 6.8 feet, except 7.0 feet at entrance and 6.5 feet at Newmarket. DATUM PLANE: Mean low water. ADDITIONAL DATA: Located about 8 miles west of Portsmouth, this crooked, unmarked channel, which is now narrow at low water and has no service facilities, has limited use by small recreational boats based at several private floats. Last full report on the project is printed in the Annual Report of the Chief of Engineers on Civil Works Activities for FY 1913 (New England Division Extract). 59 I I I I I I I I A XB I I I I I I I I I PPENDI I I CORPS OF ENGINEERS A c E N E W MILL -7 -52.1 7 -W@F193 47 94 -.-I 4 MILL SUB I+ 44 At '4 647 44 4A, 68 lot 411 - 414 4 MILL SUB 2 4- 0 /w E '?f 4 5 -2 lot' UPPER N A..R R 0 WS 3- SEWER+ NOTE See sheet/ for Pon eral 6- 7- *4 z ESSM Alf Ril ESSM LEM ILL ZEErzxgz ZZZZ'zx usizzlitt 1299 z2f jF lb ilk tricUtTzitta XZ&Z xxxitttit E697000 ctat Ty rm cn 94 ro 14 VP 14 0 IP 04 m 2=!!n z 04 vt %. to 0 CA rn CD 0 0 m z 0 lb 'o zx c lcm -< r;O M M CAI 46 U.S.A. Engineer Division SURVEY@@ STATION DATA Corps of Engineers New England Waterway VU H 0000 z (.0 Station, N or S E or W @J Coordinates 63 Origin Z, tl, t;. S C 4-6@) 707C 7 6 REFERENCE ANGLES Od' oU od' on ANGLE TO OdOdOd' on ANGLE TO i7-47-ze-3 ilt. *13---el -CL $7- -r-f - I I ri /17 4C-jjX (7 YC /@,q eJ T o u REFERENCES: L; FIELD BOOK NO. C1 L@---, IL (e FI F' M P 10 Y-G 4-e, D, 14. Lu 0) 94 ZZ/ eol@ Z@@ Ora t4o 4,f s cc, SKETCH: NOT TO SCALE REMARKS: _,1;7 Re4j I-jq77) 7,bj.@,t- V a Id'-t/ e,14 14, t X. rj'@-j A,6 ,,i Ielo4 EI-7j-74 :@aa &IJ 1,4 1(02 e,1 0 1 -14,- "EFE F EL, 0 44 -T 7C/ L NED F.' ;;..,1 539 ,JL:N F,5 . . . ... . . . . U.S.A. Engir tear Division SURVEY STATION DATA Corps of Engineers New England Waterway - 4,AjP1?,Fy Lm 9400co 27 Station-. N or S E or W Coordinates z Owl 6 -7 -(, ? ? 1 6 3. 9 3 Origin 4 W-C bl , (S -3)(0 -r C 6@) U -)07070.79 REFERENCE ANGLES Oe Od Od' on ANGLE TO -9@@ on ANGLE TO REFERENCES: Z%22k@ FIELD BOOK S; /sz/ j 49 `-D-1-1. /4 -D "V. t,'ZZ@ Vej e-@ --X,7 SKETCH: NOT TO SCALE REMARKS: 014777) 1 74 & @/,e @ /,,. " #' 1 4". -/ .4 r ).4 AI r .mp r1ov P], vee L ' A a4d NED Pi i@ M539 JUN 65 65) U.S.A. Engineer Division SURVEY STATION DATA Corps of Engineers Now England A/ A Waterway: A 4 C AJHOOOO ES Station %. .24 N or S E or W Coordinatest 83 c'-C, 70 7 Origin REFERENCE ANGLES odod od'on ANGLE TO oeodod'on -AUG-6E TO -3 4 0 J-5 12 j b 2- 12 I:D REFERENCES: F @,)@,LD BOOK NO. L ornp re\( 1?1 e,^ 40 SKETCH: NOT TO SCALE 9EMARKS, 0 f77) I r r 'I 411@n 0 r e V AX -RIVIffr, el e"4,1 rr, qyca F'j NED ju@j f,5 . .. .. . . . . . . . . . ... . . . . ..... U.S.A. Engineer Division SURVEY STATION DATA C, Corps of Engineers Now England Waterway: 43 771 4- r 0 (77' NHOOco eq Station N or S E or W Coordinates 2- Z. 4 6) )c. 6 f f ?- (- 3. 6.7 Origin 1-3) (4; 79 REFERENCE ANGLES /I , 1 00 -r@ e-) odod od' on ANGLE TO h@d'odod'-on ANGLE TO -C. --f ,i@ Al,) c -7 @ i6 - 2, 7 - 0 c:,, 64 REFERENCES: FIELD BOOK NOJ?e@t--@ 4- tlr_ cz, i -7 Z 7-ye e SKETCH: NOT TO SCALE RE MARKS: /e.", r Vc k r ;. L, A yj a r V 0 L'a f PIIAft Qa-" re e A jc,4 b v 7 Nr-D g .......... ........... U.S.A. Engineer Division SURVEY STATION DATA Corps of Engineers Now England Waterway - fuHocoo3c) Station-. (77) N or S E or W "7 Coordinates 2 7 7 (,5- 3) -e C) 4 -y 07070- Origin REFERENCE ANGLES Oe Od Od' on ANGLE TO Od!OO`OQf' on ANGLE TO iog-s-3-00 REFERENCES: FIELD BOOK NO.R0,762-- J ee* SKETCH: NOT TO SCALE REMARKS: (7 7) -SAM11-11i Orpe jgb'k 1-0-14 JAI gl' 2Y @2 ft 41,sA j!4--I'led AA, -Q- N E'D U.S.A. Engineer Division SURVEY STATION DATA Corps of Engineers New England Waterway NHOO002 I Station. N or S E or W K Yf / 1"" h @Slvirv e IV Z -7 Coordinates. cc) S x- F9 263, E13 Origin a 7070-76 REFERENCE ANGLES od'Od Od'on ANGLE TO 'OdOdOd' on ANGLE TO 19-@-2-3-?O jDA1,'11,C1 -1 - 3 e - --1 4; - a 4- zo c,-, @ S, t, "i .2 9- 40 All amp y-c-( f?/v' cr REFERENCES: FIELD BOOK NO.PA,-i /yA /1,7A 91 J;44 P 1@ 4V &21 rOCX' V-u7Crc'P 0 Nat'l ),A p far IS lop 0 rem MOK SKETCH: NOT TO SCALE REMARKS* &6j@roe DIX& re@- bIr 1177, NED 539 U.S.A. Engineer Division SURVEY STATION DATA 02 Corps of Engineers Now England wo'"w". L#Api? E y i2j y MHoooo -33 Station- Sun I CZZ) N or S E or W / @j Coordinates 5 Cuj Y6 9921-3 83 14 t5e K 20 7070- 7-8 Origh. f I REFERENCE ANGLES -R'60 Od' on ANGLE TO Oeodod, on ANGLE TO 22 -0 M@ c REFERENCES: FIELD BOOK NO WacK TvP -134er J31,k-K 720 k -4 6Pm1'11A' Role A3q,4 "P SKETCH: NOT TO SCALE RKMARKS: f "-" Z@ P @ije Par)OA. Al 4 4 J M. ILA & ide@l 0@ All, /i Z'@'a'Ord-)c j 16 NQ ,NED U.S.A. Engir.teer Division SURVEY STATION DATA Corps of Engineers New England Waterway e X 41, NH000o 31 Statim. MiLl, vel N or S E or W OK Coordinates - 6 9q2(- Y. Origin i6,)-;L@070,?o -7b REFERENCE ANGLES odod od'on ANGLE TO odod od' an ANGLE TO A REFERENCES: FIELD BOOK NO.RrZ-Z@-Z& go if /YVI nil 'VLx /-" SKETCH: NOT TO SCALE A'd S,/., MARKS' r r P1, r lev/77 n.- J NED 539 U.S.A. Engineer Division SURVEY STATION DATA Corps of Engineers New England Waterway KJH0000 -35 Station; N or S E or W Coordinates 4 7 - 7 )(6 ff263,63 j2C3 Y1 T.,/', J6 Y20 7070-78 Origin REFERENCE ANGLES od'od od' on ANGLE TO Oe Od Od' on ANGLE TO S od @# ed L?r (-K REFERENCES: IELD BOOK NO Lamprex @lv'f 41 297AX /?,, aYf r I P1, IIJ'4 -3 744 /VY, Xv jj SKETCH: NOT TO'SCALE S: REMARK /,y ?,Y,2 A P J-ea NED 539 J@;-N 65 This is in response to your request for information regarding Horizontal and/or-Vertical data. Any bench mark used an the coast refer to MEAN LOW WATER DAUM. The descriptions provided are not necessarily the latest. The Horizontal and Vertical data was established exclusivefy for Corps of Engineers Hydrographic & Topographic Surveys in designated area. It is third order or less.in accuracy and has not been tied into State or National Geodetic datum control system. The information furnished was not intended for general use. These channel coordinates were established using horizontal control which is third order or less in accuracy and which has not been tied into State or National Geodetic control system. CWV4MCAZ3 Qre baSeJ On %5Z.7. m m = mm mm m m m m win mm m 116,00. 0 @mt lot m 00 n mm to /24/10 LIN)" cc. MASTER LIST PERMITS PHONE' EKERG PHONE SAI L PIM nit I NAME STREET CiTy ZIP TELEPIONE LAGTR HARBOR DESCRIP110A STATE 1068 MARINE LAMPREY RIVER 70 EXETER S1 NEWMARKET N1 03857 (604 659-235t (503) $59-2303 25.0 L LAMPREY - COMMERCIAL 3 LEASE 1013 MARINE LAMEY RIVER 76 EXETER ST NEWMARKET 0 03857 1603) 60-2351 t603) 059-2303 25.0 L LAMPREY -COMM LEASE 1132 COLLINS GERALD PO Box 195 NEWMARKET A# 03851 (6031859-3071 - 16.0 L IAMPREY'NEWMARKET X Tolm LANDING 0 1219 MARINE LAMPREY RIVER 3 EXETER $I NEWMARKET RH 03857 (403) 059-235t (1031 659-2363 25.0 L LAMPREY - COMMERCIAL LEASE 3) c: LAMPREY RIVER is EX(TER ST NEWMARKET-18-03857 (503) 059-2302 25.0 L LAMPREY - COVERCIAL 4 LEASE 1302 MARINE LAMPREY RIVER 10 EXETER 81 NEWMARKET KH 03461 (6031559-2351 (03) 60-2304 25.0 L LAMPREY COMMERCIAL LEASE 1159 MARINE LAMPREY RIVER 15 EXETER ST NEWMARKET a 03857 (fail sit-2351 (6031 659-2303 25.0 L LAMPREY - COMMERCIAL LEASE --1f1S-C0ttf9S- GERA LO--- PC SOX- -- 12.0 L LAMPREY IfEWMARKET X TIOWN LANDING, SIGHT OF THE WEIR 2227 WEIGLE' LUKE BOX 232 AMARXET 10 03957 (103) 6W6060 14.0 1. LAMPREY ACCESS OFF X TOWN LANDINS ADJ 10 FISH WEIR 23- SUNKMILL AVE- STRATHAM-No"03885- (6031-112--2511 (603) ITS-1013 14.0 L LAMPREY - NEIIMARKET x 2214 WOODCOCK DAVID RM 80140 LYNDONVILL VT 05951 (802) 48-57J4 15.0 L LAMPREY RIVER, TOWN X f -9603 BASIN, NEWMARKET 2271 Routo WILLIAM 38 PACKERS FALLS RD REIIARKET UK 03857 (6031 6SR-5240 (603) 650-3253 26.0 L LAMPREY RIVER-11 x FR11 OF PLANNED C01001111tws 2345 KLEIR MARK a #AY Do #MARKET IN 03657 (6031 65S-6141 063) 653-TI84 19.0 L LAMPREY, LARGE A ID ORANGE FLaAr, IN FRONT OF RESIDENCE 2552 REIN MARK a OAT RD NEINARIET IN 03651 (5031 M-5147 1603) 659-2832 30.0 L LAMPREY RIVER, A WATERFRONT PROPERTY, NEWARKET 2988 JACX3O9 DALE H 10 GREAT COVE DRIVE NEWMARKET NH 03851 1501) 69-7756 1603) 962-3205 ?5.0 L LAMPREY RIVER 3054 MEDEIROS JEFFREY A 40 $111111 GARRISON RD NEWMARKET NH 03957 (601) 60-8651 22.0 L LAMPREY RIVER X - WATERFRONT PROPERTY 6034362?80 NH PORT AUTHORITY 648 P02 AUG 26 `96 11:06 Page No. I 05/02/96 LAMPREY WAITLIST LASTNAME NAME1 LAMPREY LENGTH SAIL POWER 1 TROIA JOHN 12/07/88 20.0 2.5 x 2 SHAW ROBERT G 03/26/91 16.0 2.0 x 3 LANNAMANN JOHN W 03/11/93 22.0 i.s x 4 ANDERSON HEIDI & BRIAN 04/19/94 1810 1.5 x 5 DOUCET WILLIAM 08/17/94 15.0 2.0 6034362780 NH PORT AUTHORITY 648 P01 AUG 26 "95 31;06 1-FOOFTIr OF! NEW HAMPSHIRE STATE PORT AUTHORITY Facsivdle Teler-opier Cover-Sheet DATE: lla-il '@6 TO: ry\ CMANY: FROM: 14ESSAGE: e- C-- e @6 qkC,$,gs Cd Total pages transmitted, including cover sheet If you experience any problems receiving these pages please contact at (603) 436-8500. Fax # (603) 436-2780 RIVERPARK EXPENDURES (RIVEXP. S) I ENGINEERING DATE ITEM COST TOTAL 2/21/96 APPLEDORE $400.00 $400.00 3/30/96 APPLEDORE $2,100.00 $2,500-00 4/30/96 APPLEDORE $1,000.00 $3,500.00 5/30/96 APPLEDORE $600.00 $4,100.00 6/30/96 APPLEDORE $1,925.00 $6,025.00 9/6/96 APPLEDORE $5,800.00 $11,825.00 9/10/96 APPLEDORE. $5,650.00 $17,475.00 TOTAL $17,475.00 PARK CONSTRUCTION & EXPENCES DATE ITEM COST TOTAL 6/24/96 RAPH PILL $300.64 $300.64 6/27/96 TILCON $180.00 $480-64 7/2/96 VERSA-LOK $2,736.00 $3,216.64 7/2/96 DWS, ING $1,544.40 $4,761.04 7/9/96 DOUCET SURVEY $115.00 $4,876-04 7/9/96 NVVKT SAND $380.57 $5,256.61 7/9/96 POOR FARM CONST $2,000.00 $7,256.61 7/15/96 JAMES W. JACKSON $1,940.00 $9,196.61 7/15/96 POOR FARM CONST $140.00 $9,336.61 7/18/96 NWKT SAND $123.83 $9,460.44 7/18/96 NATIONAL FENCE $2,870.00 $12,330.44 7/18/96 RAPLH PILL $66.18 $12,396.62 7/18/96 TILCON $390.00 $12,786.62 7/22/96 PIKE $433.92 13,220.54 7/26/96 IPIKE $482.16 $13,702.70 8/9/96 EXETER RENTAL $145.00 $13,847.70 8/19196 UNDERWOOD $22.50 $13,870.20 8/21/96 PRINTPLACE $15.00 $13,885.20 9/11/96 GC/AAA FENCE $950.00 $14,835.20 9/12/96 TILCON $475.00 $15,310.20 9/17/96 CORRIVEAU-ROUTHIER $187.53 $15,497.73 9/18/96 CORRIVEAU-ROUTHIER $187.53 $15,685.26 9/23/96 CORRIVEAU-ROUTHIER $364.69 $16,049.95 9/27196 RALPH PILL $69.87 $16,119.82 9/27/96 RALPH PILL $11.50 $16,131.32 9127/96 PIKE $69.75 $16,201.07 9/28196 CORRIVEAU-ROUTHIER $187.53 $16,388.60 9/18/96 BLUE BOOK $68.83 $16,457.43 9/19/96 TILCON $160.00 $16,617.43 10/2/96 FILION $208.06 $16,825.49 10/2/96 GOODRICH $100.62 $16,926.11 TOTAL $16,926.11 GRAND TOTAL $34,401.11 FEB 2 3 1996 Appleclore Engineering, Inc. NWY/ 0 AEl For 952bkup.xis APPLEDORE ENGINEERING, INC. CONSULTANTS INVOICE INVOICE DATE.- February 21, 1996 INVOICE NUMBER I INVOICE PERIOD: February I through February 17, 1996 FROM: Appledore Engineering, Inc. 600 State Street, Suite D Portsmouth, NIH 03801 TO: David Walker, P.E., Public Works Director VIA: Town of Newmarket Public Works, 106 Main Street, Newmarket, NH 03857 1. Below is a Statement of Performance under the Contract to provide Professional Waterfront Engineering Services for the Lamprey Riverpark and Riverwalk Project. The enclosure provides breakdown of this statement of performance. 3c'@10' A. Total value of contract through change -6-175@0 B. Percentage of performance complete 2% C. Value of completed performance $ 400.00 D. Less: Total of prior invoices $ - E. Amount of this invoice $ 400.00 Signature and Title k Robert M. Snover, P.E. - Vice President Payment is due fifteen (15) days from date of invoice. Please indicate project number (AE1 #892) when making payment. Thank you. -rc ?/'@ Y 4K- 9'17- 0000 AIEI FEB 2 J31996 Civil Marine w Planning a Structural a Transportation 600 State St reet. Suite D a Portsmouth. New Hampshire 03801 16031433-8818 FAX 16031433-8998 AEI Form: 952bkup.xls CONTRACT: AEI/952 SHEET:Iofl LOCATION: Lamprey Riverpark and Rivenvalk Project PERIOD ENDING: February 17, 1996 TO BE COMPLETED BY CONSULTANT COST ESTIMATED % CATEGORY DESCRIPTION COST COMPLETE VALUE (2) (3) (4) TASK I PROJECT INITIATION $ 500.00 0% $0.00 TASK 2 MAIN STREET PARK DESIGN $ 4,000,00 10% $400.00 TASK 3 MAIN STREET PARK CONSTRUCTION ADMINISTRATION $ 1,000.00 0% $0.00 TASK 4 RIVERWALK FEASIBILITY STUDY $ 11,000.00 0% $0.00 TASK5 OWNERSHIP ASSESSMENT $ - 0% $0.00 TASK 6 PUBLIC PARTICIPATION $ 1,000.00 0% $0.00 ITOTALS 1$ 17,500-00 L 2% _1_$ 400.00 Remarks: Apl)ledore A[---] For 9521,k,,r,.xl, APPLEDOR.E ENGINEER ING, INC. CONSULTANTS IjN'VOI(..'F- [NVOICE DATE March 30, 1996 fNVOICE NUMBER 2 fNVOICE PERIOD- February 18 through March 30, 1996 FROM: Appledore Engineering, Inc. 600 State Street, Suite 1) Portsmouth, NH 03801 TO: David Walker, P.E., Public Works Director VIA: Town of Nevvinarket Public Works, 106 Main Street, Newmarket, NH 03857 Folk 1. Below is a Statement of Performance under the Contract to provide Proressional Waterfront Engineering Scn,ices for the Lamprey Rivcrpark and Riverwalk Project. The enclosure provides brcakdown of this statement of performance. A. Total value of contract through change 17,500.00 B. Percentage of performance complete 14% C. Value of completed performance S 2,500.00 D. Less: Total of prior invoices $ 400.00 E. Amount of this invoice $ 2,100.00 Signature and Title Robert M. Snovcr, P.E. - Vice President Payment is due fifteen (15) da'N's from date (if invoice. Please indicate project number (AE1 #952) when making payment. Thank you. ,4 E ACCT 7 A PR 04 1996 DAT-E--- APPROVEb'..' 11 DF .4PR 0 4 1996 0 R.K,5 civil - M,iiint: a Planning Sntittm.d a 1rin-.1-ri.,non 600 Smie Street, Suite 1) a flortsinouth. New I laffil)SI14C 0 5801 a 16011 .1 H-H818 rAX (003143 4-39M 1@ E 0 fill 996 -@A 7 i, 1:01*111 952hkul" Is APPLEDORE ENGINEERING, INC. CONSULTANTS INVOICE INVOICE DATE: April 30, 1996 INVOICE NUMBER INVOICE PERIOD: March 3 )1 through April 27, 1996 FROM: Appledore Engineering, Inc. 600 State Street, Suite D Portsmouth, NH 03801 TO: David Walker, P.E., Public Works Director VIA: Town of Newmarket Public Works, 106 Main Street, Newmarket, NH 03857 1. Below is a Statement of Performance under the Contract to provide Professional Waterfront Engineering Services for the Lamprey Riverpark and Riverwalk Project. The enclosure provides breakdown of this statement of performance. A. Total value of contract through change $ 16,300.00 B. Percentage of performance complete 2 19/6 C. Value of completed performance $ 3,500.00 D. Less: Total of prior invoices $ 2,500.00 E. Amount of this invoice $ Signature and Title Robert M. Snover, P.E. - Vice President Payment is due fifteen (15) days from date of invoice. Please indicate project number (AE1 #952) when making payment. Thank you. ACCT DATE APPROVED M" pm M w M lit= M M M M M mr:Ap AEI Form: 952bkup.xis CONTIkACT: ALI/952 SI-IEEI'-. I of I LOCATION: Lamprey Riverpark and Riverwalk Project PERIOD ENDING: April 27, 1996 TO BE COMPLETED BY CONSULTANT COST ESTIMATED % CATEGORY DESCRIPTION COST COMPLETE VALUE (1) (2) (3) (4) (5) TASKI PROJECT INITIATION S i00.00 1000/6 S500.00 TASK 2 MAIN STREET PARK DESIGN S 4,000.00 75% 1,000.00 TASK3 MAIN STREET PARK CONSTRUCTION ADMINISTRATION s 1,000.00 0% SO.00 TASK4 RlVERWALK FEASIBILITY STUDY $ 9,800.00 0% SO.00 TASK 5 OWNERSHIP ASSESSMENT $ - 0% $0.00 TASK 6 PUPLIC PARTICIPATION S 1,000.00 00/10 SO.00 ITOTALS 16,300.00 2 1 S 3,500-00- Remarks: AE1 Form 952bkup.-fls APPLEDORE ENGINEERING, INC. CONSULTANTS INVOICE INVOICE DATE: May 30,1996 INVOICE NUMBER 4 INVOICE PERIOD: April 28 through May 25, 1996 FROM: Appledore Engineering, Inc. 600 State Street, Suite D Portsmouth, NH 03801 TO: David Walker, P.E., Public Works Director VIA: Town of Newmarket Public Works, 106 Main Street, Newmarket, NH 03857 Q . Below is a Statement of Performance under the Contract to provide Professional Waterfront Engineering Services for the Lamprey Riverpark and Riverwalk Project. The enclosure provides breakdown of this statement of performance. A. Total value of contract through change S 17,475.00 B. Percentage of performance complete 23% C. Value of completed performance $ 4,100.00 D. Less: Total of prior invoices $ 3,500.00 E. Amount of this invoice 5 60O.Ou- Signature and Title Robert M. Snover, P.E. - Vice President Payment is due fifteen (15) days from date of invoice. Please indicate project number (AE1 #952) when making payment. Thank you. A ACCT '7 0 DATE AppROVED----- AEI Form: 952bkup.xis CONTRACT: AEI/952 SHEET:Iofl LOCATION: Lamprey Riverpark and Riverwalk Project PERIOD ENDING: -May 25, 1996 TO BE COMPLETED BY CONSULTANT COST ESTIMATED % CATEGORY DESCRIPTION COST COMPLETE VALUE (2) (3) (4) TASKI PROJECT INITIATION $ 500.00 100% @500.00 TASK 2 MAIN STREET PARK DESIGN S 4,000.00 90% S3.600.00 TASK3 MAIN STREET PARK CONSTRUCTION ADMINISTRATION $ 1,000.00 0% $0.00 TASK4 RIVERWALK FEASIBILITY STUDY $ 9,800.00 0% SO.00 TASK5 OWNERSHIP ASSESSMENT $ 0% S0.00 TASK 6 PUBLIC PARTICIPATION $ 1,000.00 0% SO.00 Task 7 BUS SHELTER $ 1,175.00 0% $0.00 iTOTALS LS 17,475.00 1 23% IS 4,100.00 Remarks: .......... Ppledore Engineering. Inc. AEl Form 952bktq)..x1.,. APPLEDORE ENGINEERING, INC. CONSULTANTS INVOICE INVOICE DATE: June 30, 1996 INVOICE NUMBER 5 INVOICE PERIOD: May 26, 1996 through June 29, 1996 FROM: Appledore Engineering, Inc. 600 State Street, Suite D Portsmouth, NH 03801 TO: David Walker, P.E., Public Works Director VIA: Town of Newmarket Public Works, 106 Main Street, Newmarket, NH 03857 Below is a Statement of Performance under the Contract to provide Professional Waterfront Engineering Services for the Lamprey Riverpark and Riverwalk Project. The enclosure provides breakdown of this statement of performance. A. Total value of contract through change $ 17,475.00 B. Percentage of performance complete 341/o C. Value of completed performance a; 6,025.00 D. Less: Total of prior invoices 4,100.00 E. Amount of this invoice 1,925.00 Signature and Title lvv-- Robert M. Snover, P.E. - Vice President Payment is due fifteen (15) days from date of invoice. Please indicate project number (AE1 #952) when making payment. Thank you. ACCT 0 (04 k:4 AL=1 400000@ DATE- `8 APPROVED Civil w Marine a Planning a Structural a Transportation 7- 600 Slate, reet. Suite D n Portsmouth, New Hampshire 03801 w (603) 433-8818 FAX (603) 433-8988 r AEI Form: 952bkup.xis CONTRACT: AEI/952 SHEET:Iofl LOCATION: Lamprey Riverpark and Riverwalk Project PERIOD ENDING: June 29, 1996 TO BE COMPLETED BY CONSULTANT COST ESTIMATED % CATEGOR DESCRIPTION COST COMPLETE VALUE (1) (2) (3) (4) TASKI PROJECT INITIATION $ 500.00 100% $500.00 TASK2 MAIN STREET PARK DESIGN $ 4,000.00 90% $3,600.00 TASK3 MAIN STREET PARK CONSTRUCTION ADMINISTRATION $ 1,000.00 75% $750.00 TASK4 RIVERWALK FEASIBILITY STUDY $ 9,800.00 0% $0.00 TASKS OWNERSHIP ASSESSMENT $ - 0% SO.00 TASK6 PUBLIC PARTICIPATION $ 1,000.00 0% $0.00 Task 7 BUS SHELTER $ 1,175.00 100% S1,175.00 ITOTALS 1 1$ 17,475.001 34% IS 6,025.00 Remarks: Appledore Engineering, Inc. AEI Form 952bkup.xk APPLEDORE ENGINEERING, INC. CONSULTANTS INVOICE INVOICE DATE: September 6, 1996 INVOICE NUMBER 6 INVOICE PERIOD: June -3 )0 through August 30, 1996 FROM: Appledore Engineering, Inc. 600 State Street, Suite D Portsmouth, NH 03801 TO: David Walker, P.E., Public Works Director VIA: Town of Newmarket Public Works, 106 Main Street, Newmarket, NH 03857 Q Below is a Statement of Performance under the Contract to provide Professional Waterfront Engineeri no Services for the Laniprey Riverpark and Riverwalk Project. The enclosure provides breakdown of this statement of performance. A. Total value of contract throuerh change $ 17,475.00 B. Percentage of performance complete 6 11 1,146 C. Value of completed performance $ 11,825.00 D. Less: Total of prior invoices $ 6,025.00 E. Amount of this invoice $ 5,800.00 Signature and Title Robert M. Snover, P.E. - Vice President Payment is due fifteen (15) days from date of invoice. Please indicate project number (AEl #952) when making payment. Thank you. @N: 7 ACCT 0 A ,A bA T1 ?2 APPROVED I C W Civil a Marine a Planning a Structural w Transportation 600 State Street, Suite D a Portsmouth, New Hampshire 03801 a (603) 433-8818 FAX (603) 433-8988 lb AEI Form: 952bkup.xis CONTIZACT: AEI/952 SHEET:Iofl LOCATION: Lamprey Riverpark and Riverwalk Project PERIOD ENDING: August 30, 1996 TO BE COMPLETED BY CONSULTANT COST ESTIMATED % CATEGORY DESCRIPTION COST COMPLETE VALUE (1) (2) (3) (4) TASKI PROJECT INITIATION $ 500.00 100% $500,00 TASK 2 MAIN STREET PARK DESIGN $ 4,000.00 100% $4,000.00 TASK 3 MAIN STREET PARK CONSTRUCTION ADMINISTRATION S 1.000.00 75% $750.00 TASK 4 RIVERWALK FEASIBILITY STUDY $ 9.800.00 50% $4,900.00 TASK5 OWNERSHIP ASSESSMENT $ - 0% $0.00 TASK 6 PUBLIC PARTICIPATION $ 1,000.00 50% $500,00 Task 7 BUS SHELTER S 1,175.00 100% $1,175.00 1$ 17,475-00 68% 1$ 11,825-00 ITOTALS CA Remarks: Oman @\ppledore Engineering, Inc. AEl Form 952bkup.xis APPLEDORE ENGINEERING, INC. CONSULTANTS INVOICE INVOICE DATE: September 10, 1996 INVOICE NUMBER 7 INVOICE PERIOD: August 30 fluough September 30, 1996 FROM: Appledore Engineering, Inc. 600 State Street, Suite D Portsmouth, NH 03801 TO: David Walker, P.E., Public Works Director VIA: Town of Newmarket Public Works, 106 Main Street, Newmarket, NH 033857 0. Below is a Statement of Performance under the Contract to provide Professional Waterfront Engineering Services for the Lamprey Riverpark and Riverwalk Project. The enclosure provides breakdown of this statement of performance. A. Total value of contract through change $ 17,475.00 B. Percentage of performance complete 100% C. Value of completed performance 17,475.00 D. Less: Total of prior invoices rrr= E. Amount of this invoice 5,650.09- Signature and Title L Robert M. Snover, P.E. - Vice President Payment is due fifteen (15) days from date of invoice. Please indicate project number (AE1 #952) when making payment. Thank you. A ACCT 0- A AL=1 DATE APPROVED INC,, V Civil a Marine a Planning a Structural a Transportation "'@O'State Street, Suite D w Portsmouth. New Hampshire 03801 m (603) 433-8818 FAX (603) 433-8988 AEI Form: 952bkup.xls CONTRACT: AEl/952 SHEET: I of I LOCATION: Lamprey Riverpark and Riverwalk Project PERIOD ENDING: Au-ust 30, 1996 TO BE COMPLETED BY CONSULTANT COST ESTIMATED % CATEGO DESCRIPTION COST COMPLETE VALUE (1) (2) (3) (4) (5) TASK I PROJECT INITIATION 500.00 100% $500.00 TASK 2 MAIN STREET PARK DESIGN S 4,000.00 100% $4,000.00 TASK 3 MAIN STREET PARK CONSTRUCTION ADMINISTRATION S 1,000.00 100% $1,000.00 TASK 4 RIVERWALK FEASIBILITY STUDY $ 91.800.00 100% $9,800.00 TASK 5 OWNERSHIP ASSESSMENT $ - 0% $0.00 TASK 6 PU13LIC PARTICIPATION $ 1,000.00 100% $1,000.00 Task 7 BUS SHELTER S 1,175.00 100% $1,175.00 17,475.00 T ITOTALS 1 17,475.00 100% $ Remarks: YOUR SERVICING BRANCH PLEASE REMIT TO 307 DORCHESTER AVE. T BOSTON, MA. 02127-2472 T, Tn A,", RALPH PILL electric supply company 7 i 7 2;12, 6/ I,.,/y6l P I so ;-'ALL 'IALL L 'TRE-T D A A I @ -) T A @<E T, @"4 H .3 i 7 T T 3 5 0 0 J08 NAME BA jj : P 1 J L" @ I C U61=1 a MFR. j CATALOG NUMBER 5 U 650 PVC! PVC 0:10UIT 4 4 L; 'i AV ii J i PvL ELbO 13 ..51 LA J w S T T A L 300." ACCT P (5F 1996 DATC APPROV ED- -7' TERMS OF PAYMENT: NET 30 DAYS ALL INVOICES DATED UP TO THE 25TH OF THE MONTH ARE SUBJECT TO THE DISCOUNT INDICATED IN THE DISCOUNT BOX AT LEFT TCAIIH DISCOUNT I IF PAID BY sm I I -- -- ---- M " T NO!' Y jj& `@' E JjW1 d INVOY-CE, T E!'.- TILCOR . ......... n 7 -7 L. -7 SO L 0 in r, T M F. 7 .. ..... ...... .......... rjl.(11(-'f NO W za A-,7 YOUR OPOER NO. EOuISMON DATE EROS NET OUAN71TY E S C P I P T I TICKET NO@-S DAI f I)N IT -CE A-O(;NT k7 ACCT 0 .2 DATE- APPROVED-- CUSTOMER TOTAL AMOUNT -)Mo- 4 YOUR O-OE. @NO INVOICE please make checks payable to: VERSA-LOK' P.O. Box 6002 Nashua, NH 03063-6002 (603) 883-3042 FAX (603) 598-8227 bill to: P.O. Number: Ur. Agreement Town Of Newmarket NH Job Name: Main St. Park DPW, Town Hall Invoice Date: 28 Jun 1996 Newmarket, NH 03857 Invoice Number: 6042 Amount Due: S2,736.00 Delivery Date Description Amount - Versa-Lok Retaining Wall System (608 sf x $4.50/sf) $2,736.00 Subtotal $2,736.00 Tax (0 %) $0.00 Total $2,736.00 Payment due net 30 days. THANK YOU FOR SELECTING WRSA-LC* RETAINING WALLS ACCT Of ORIGINAL ]DATE MPROVED INVOICE please make checks payable to:'! DWS, INC., 10 Northern Blvd., Unit 41 Amherst, NH 030311 (603) 883-3042 FAX (603) 598-82271 bill to: P.O. Number: Ltr. Agreement Town Of Newmarket NH Job Name: Main St. P" DPW, Town Hall Invoice Date: 28 Jun 1996 Newmarket NH 03857 Invoice Number: 6041 Amount Due:F Si-544.40 Delivery Date Description Amount Geogrid Material per PE Plans (608sf x $I. 80/sf) $1,094.40 Lump Stim for Plans $450.00 Subtotal $1,544.40 Tax (0 %) $0.00 Total $1,544.40 Payment due net 30 days. THANK YOU FOR SELECTING VERSA-LOK RETAINING WALLS ORIGINAL ACCT ANY, -ATr APPROVEV--my DOUCET SURVEY, Inc. P.O. Box 163 80A Main Street Newmarket NH 03857 Ph. 603-659-6560 Invoice submitted to: Dave Walker, Public works Director Newmarket Town Hall Main Street Newmarket, New Hampshire 03857 Invoice # 930 July 2, 1996 In reference to: DSI Project #93038 Old Town Hall Reset and Tie Down Property Corners Period 5/25/96 thru 6/21/96 Professional services Amount FIELD CREW 90.00 LAND SURVEYOR 25.00 For professional services rendered $115.00 Payment Due Within 30 Days A service charge of 1.5 @; per month (18t annual interest) may be charged on all balances over 30 days. OF C: A=# r) ,ePROVED, NEWARKET SAND & GRAVFLL V "Ji iNVfjl',-F NO 11,11AGE NO 0001 CHICK TRUCKING., i-N-1. P.O. Box F D i@4' T E 06 i 8 NEWMAFY-PT NH 03857 NlW111111 PU1111 1116 1111, ACCOUNI NO Nrlwlki TOWN HALL SO. MAIN STREET TERMS NEET 30 DAYS NEWMARKET NH 03851 TICKET NO DATE PRODUCT OTY UNIT MATERIAL DELIVERY misc.... TOTAL 2 CRUSHED GRAVEL 000132097 M/26/96 CRUSHER RUN 8.@4Tn 6.5OTn 52.26 52.26 M132099 06/2@/96 CRUSHER RUN 7.95Tn 6.5@Tn 51.68 51.68 M132100 06/26/96 CRUSHER RUN 10. 19Tn 6.5@Tn 66.89 66.89 M132102 06/26/96 CRUSHER RUN 7.9,1Tr, 6.5@Tn 51.42 51.42 M132104 06126/96 CRUSHER RUN 9. Wn 6.5@Tn 62.01 62.01 M132109 06/26/96 CRUSHER RUN 6. 77T n 6.50Tn 44.01 44.01 000132110 06/26/iG CRUSHER RUN 8. CTn 6.5@Tn 52. 20 52.20 SUB-TTLS CRUSHER RW 58.53Tn 380.47 380.47 SUB-TTLS CRUSHED GRAVEL 58.53Tn 380.47 380.47 ACCT DATE APPROVED 7996 ALL LWAID INVOICES OYER 30 DAYS 58.53 Tn ER119 MATERIAL 1 380.47 -rT TO A FINANCE ClM OF 6,,., A PER MWH I&N% PER ANNUM DELIVERY $ "Isc... i IVOICE TOTAL$ 3BL47 Poor Farm Construction 323 Poor Farm Rd. Invoice Weare, 111 03281 DATE INVOICE NO. 07105196 26 BILL TO Tomn of Nevmarket Dept. of Public Works Tovn Hall Xevmarket, NU 03857 P.O. NO. TERMS DUE DATE Not 30 08104196 ITEM DESCRP110N QTY RATE AMOUNT S. C. A. Subcontractors agroemnt for 1 2,000.00 2,000.00 the installation of a Versa-Lok Retainim vall an Rt 108 in Wevmarket. W ACCT tv jf a JUL 8 1996 APPROVED -------- It's hem a pleamme working with y=1 Total $2,000.00 STATEMENT Shop (603) 772-4931 Page No. I of-L Pages Date L PL'IASI "Ou JAMES W. JACKSON SINCE I915f, Fv:tv-, 1!:(-.) 1) Co I I (.I-;lcl.oI-S I 11111clit, kwd Norih I 1:impt.oii. New Kunpshirc. W1869 'I ERMS: NE-1'30 Invoices not paid within icrins will Ix: suh.j,-cl lo:i 2'., jwi month irstricsf haige aficr 30 days. DATE DESCRIPTION UNIT PRICE TOTAL 560 OG 6 3,30 Of A= 0c, Z 473 of 9-yo 04 -girl %"k Nw fty-limamount Poor Pam Cc= tion )23 Poor Farm Rd. Invoice Veare, HE 03281 DATE INVOICE No. 07110196 28 BILL TO Tovn of Newmarket Dept. of Public Works T4mm Hall Kevmarket, RH 03857 P.O. NO. TERMS DUE DATE Not 30 08109196 ITEM DESCRIPTION OTY RATE AMOUNT S. C. A. Subcontractors agreement to pay 1 140.00 140.00 f or compactor unit. ACCT 0 ,9 OvO000 / I IV M,4 "PROVED JUL 1 2 1996 It's b@ a pleacuro immking vith youl Total $140.00 NEWMARKET Sl 6RAVEL DIV OF INVOICE NO NM7572 PAGE NO QWI CHICK TRLCK P.C. Box F DATE 07/12/96 NEWMARKET NH NEWMARKET PUBLIC WORKS DEPT. ACCOUNT NO NPW 10 TOWN HALL SO. MAIN STREET TERMS NET 30 DAYS NEWMARKET NH OM57 TICKET NO DATE PROMT OTY UNIT i MATERIAL DELIVERY misc.... TOTAL 2 CRUM GRAVEL l6t0132271 97/09/96 CRMER RUN 9.63b 6.59Tn 56.70 58.70 ON132296 07/10/96 CRUSHER PUN 10. 02b 6.50Tn 65.13 65.13 SUB-TTLS CRUSHER RUN 19.05h 123.83 123.a3 ,111-TTLS CROO IRAIEL 19.05Tn 123.83 123.83 0 Ac= DATE APPROVED 0 L 11 W IM ALL UNPAID INVOICES OVER 30 DAYS 19.05 Tn CRI10 MATERIAL S 123.83 *mCT TO A FINANCE CHARGE OF 50% PER M" 18. 00% PER Wa DELIVERY S 6R H misc.... s I V 0 1 C E T 0 T A L S 12183 invoiceNo. .10020 NATIONAL FENCE & GRANITE CO., INC. PO BOX 1106 - 94 MANCHESTER STREET - CONCORD, NEW HAMPSHIRE 03302-1106 - PHONE 224-7471 SOLD TO: Town of Newmarket Date July 15, 1996 Dept. of Public Works 186 Main St. Project- Job #4894 Newmarket, NH 03857 Main St. Newmarket, NH QUANTITY DESCRIPTION UNIT PRICE AMOUNT 205, Straight Granite Curb (411) $14.00 LF 2,870.00 AC= L 1996 X uATE APPROVED -7 -YOUR SERVICING BRANCH PLEASE REMIT TO gi 1 1 = K@@ 307 DORCHESTER AVE. 51 Ir BOSTON, MA 02127-2472 RALPH PILL u 1 electric SLIPPIV company 7 7 5) AII-MON1,14" .101-.14*0 if* A L ----- -- --- L CUSTOMER TERMS MeQ,14; TERMS No CONDITIONS AND CONDITIONS T T 7 SEE REVERSE SIDE REVERSE SIDE IJ' v V i_' L'- S C I E L' - 4 0 - C I T C 44.12 id !.5 A L ACCT N Z@o r 7,17 - 7 'ROVED &P! I f@@!X A! J,EF f, TERMS OF PAYMENT: NET 30 DAYS ;m. @,5n, CIF Tlif C .@1)11JIHI fi,*:),@c2c)iuir],101 Al 1F FA10 HY I r C L 'r-INANCE CHARGE: PER MONTH ON INVOICES NOT PAID WITHIN 30 DAYS AFTER NET DUE DATE. IN IQE T I LCON! 1 La T pi';= L-.rl [email protected] 1,41EL-15 IKIE a r.. i SOLD TO NEWMA-RK=- T`WN Q@ -1 77 e.% r- rl JI.% Ii L I m Ll r L .1 ;-_IlWLll np.-,r ;j;= At T I I HAZARD fRATED CAU-1 41 1,1 . ! @ M. : . _ .- E rl. -71 Ij NEWMARKET NH 3 R = 7 T A.,,' E E M P T INTEREST AT THE WG"EST LEGALPATE Vlt'@PER MON11A,W1,41CHEVER tSLESS.SHALL BE C@(ARGEI) AND PAID AFTER OLIF DATE, Th,goods &nd%elvlC--ldhV Mis -1-1 -11 Plod-:,,I nd ,d -o -111PII.11111. - 1@ -I L.-hol Act --Nd. INVOICE NO. 7 =T I W35 4 1 G 4 4 5"C? -*_-@ Q YOUR ORDER NO. REQUISITION DATE TERMS! ET F OUANTITY 0 F S C R I P T 10 N I INC. TICKET NO.'S DATE UNIT UNIT PRICE AMOUNT W a ld V 'I.; AU L C A G E MA DATE 41,3 APPROVED 10- 0 M,4 CUSTOMER T AMO" M M m mi /7@ ASPHALT PAVING EQUAL OPPORTUNITY EMPLOYER Pike INVOICE I Industri ASPHALT PRODUCTS PLEASE REMIT PAYMENT TO: Inc. CRUSHED AGGREGATE ROADS & HIGHWAYS Ci . 201,-@ 1 AIRPORTS & BRIDGES PLEASE DIRECT CORRESPONDENCE GRINDING C-, T C, N M A 2 1 1 AND INOLIIRIES TO: RECLAMATION Z-8 HACKETT HILL ROAD HOOKSETT , NH I P+40NE SOLD '.71 TO: TOWN OF NEWMARKET INVOICE DATE: 7 TOWN HALL CUSTOMER: NEWMARKET, NH C) 73:3 5 7 CUISTOMER i-:ONTRAC --U MATERIAL OLIANTITY TYPE UNIT TO@Al- P 3/811 TOP i r I,-, I1 0 E i TICKETS 87,5'-:-:Dt-'- 1,371-SEB-37 Ewl ACCT It 0 r 17 ..... ..... ... .... "LIL SALES TAX s c -:1 u n t f a d by TOTAL ASPHIALT PAVING EQUAL OPPORTUNITY EMPLOYER Piket INVOICE!. Induttfles., ASPHALT PRODUCTS PLEASE REMIT PAYMENT TO: 4 CRUSHED AGGREGATE * ROADS & HIGHWAYS . P.O. 2,CIX, 11555 -2211 * AIRPORTS & BRIDGES PLEASE DIPECT COARESPONDENCE * GRINDING AND INOUIRIES TO: . I ECLAMATION HACKETT1.HILL, RoAo HOOKSETT9.NH 03106 PA C I N E 0 4 5 ;5 1 1 '2. SOLD INVOICE NO.: -7 _-v TO: TOWN OF, NEWMARKET INVOICE DATE: TOWN HALL CUSTOMER: -:I- NEWMARKETv., :@. NH 03857 C:UST.CINER JOr. UNIT P@ TOTAL PRICE ALF,77 37-:7.91 TVPr QUANTITY:-@@ -::UNIT PRICE 9 )7/17/ .6 1) T 0 N, :-T, A00( @ lb z3/8" TOP rICKtts )7 1 Ell 965 0 C E 10 TOF;@ Ti ir-4 'T.-I I.. - I (i N 7! 10 3 /:-::t TOP r I C: E TS' ::3 9 C) f ACCT9 z/ Ll JUL 26 1996 2 z z DATr3 r S TAX 9.64 d i s c o u n t i 4 pa i d tl y 4 TOTAL -4 8 '12, . ( 4@0 0 J'UOL 2 6 '1996) STATEMENT DUAl T ,ER-RENT-ALL COMPANY PLEASE. s,,:rJD THIS Sl 01 65 A RT. 27 RAYMOND, NH 03077 EXETER RENT-ALL 603-895-6583 65 A RT., RAYMOND, NH ACCOUNT NO. STATEMENT DATE ACCOUNT NO. STA TO: 'rowm c)r-.- NEWMARKE"T' 61 5 9 -_ 8 3 C13 907/31./9G 6 115 1.", Ell 0 90 1-11 (3 H W A Y D E PT.. TERMS: IS ('.) ti A I., N s T NEUIAR'KET NH 0 '3,3':J-,,' CHI BE /1-1/96 ER141415 145.00 145.00 R1.41-41.5 ACCTI "movw 37/31/96 145a.00.- 1.45.00 00 .00 .00 CHECKITEMS n2 @pu IT-/ 4@@ 4 ".5- 0 0 Sig Underwood --,ngineers, Inc. CH-Enz@=mmtq1-Stmdurq1 25 Vaughan Mall, Unit 1, Portsmouth, New Hampshire 03801-4012 603-436-61921 INVOICE N1 187 August 6, 1996 David G. Walker, P.E. Director of Public Works Town of Newmarket Town Hall, Main Street Newmarket, New Hampshire Extended Description QTY Unit Price Price Various Prints for Town of Newmarket 15 each $1.50 $22.50 Total Due $22.50 Net 30 Days ACU" 11@-44 0 A'@2 DATE leh gekedll "PROVED PRINTPLACE 109 Gosling Road PORTSMOUTH, NH 03801-3356 (603) 431-8989 "TN TOWN OF NEWMARKET TOWN CLERKS OFFICE NEWMARKETI NH 03857 AMOUNT REMITTED PLEASE DETACH AND RETURN WITH YOUR PAYMENT HARGES PAYMENTS BALANCE DATE INVOIdEN @OESCRIPTICIN 0. -, @ -, r OPENING RALANCE 0. 00 08/08/96 1909 PUBLIC WORKS .15.00 Z A 7CT 0 @A Z) U G DkTE-- - 7 A 'E $ 1. 5. 00 ENDING BALANC 30 DAYS 60 DAYS 90 DAYS AMOUNT DUE 15. C+)(-.) i i S. 00 PRINTPLACE WE APPRECIATE YOUR RUSINESS Sold TV Ship To: Peady V. en ft&e! Phone: Att n: Customer Please Fill In 109 Gosling Rd 431-898c, Newington, Description Size New Hampshire 03801 or Drawing Copies LxW Please complete the upper left hand section, 1 x 0 Blueline 0 Sepia 0 Mylar 0 Plain Jumbo Paper EI Vellum and all applicable information below. 2 x @O Blueline 0 Sepia 0 Mylar 0 Plain Jumbo Paper 0 Vellum 3 X 0 Blueline 0 Sepia 0 Mylar 0 Plain Jumbo Paper 0 Vellum Date 4 x 0 Bluellne 0 Sepia E3 Mylar 0 Plain Jumbo Paper 0 Vellum When Wanted 5 X 0 Blueline 0 Sepia 0 Mylar 0 Plain Jumbo Paper 0 Vellum Ordered By 6 x 0 Blueline 0 Sepia 0 Mylar 0 Plain Jumbo Paper 0 Vellum Job Name/No. 7 x 0 Blueline 13 Sepia 0 Mylar ElIPlain Jumbo Paper 0 Vellum P.O. Number 8 X 0 Blueline 13 Sepia 0 Mylar 0 Plain Jumbo Paper 0 Vellum Credit Approval 0 Yes 0 No For Print Place Use Salesperson Quantity X Copies Total Description Unit Price Amount Copies 1 :Q 3 L4 -Ca L) I j 2 Date 3 Received By 4 Paid By: Cash VAck 5 ( ___ .-A V Charged Other 6 7 8 *RWMLACE prices are calculated on "cash with order'basis. Therefore, all ordert 9 are on a cash basis unless credit is alread@ 10 established. Terms on established credi accounts: Net on presentation. Balance,@ unpaid afterl 5 daysfrom dateof invoice arc subject to a late payment charge of 11/2% pe- -month, or maximum allowL-d by law, if differ- Comments Subtotal ent, together with expenses incidentaltocol Tax lection, including reasonable attorney's fees 1 '8 1 909 Total Cj b M_M@ / 4M 1996 'C/AAA FENCE COMPANY 294 DURHAM RD. DOVER, N.H. 03820 (603) 742-0833 1, c; c> -N -r @A -1 - 09-03-199( Job Information: JOWN OE NEWMARKET 659-3093 DAVE WALKER OL CK VINYL FENCE SYSTEM AT NEW PARKIN( 186 S. MAIN ST AREA NEWMARKET, N.H-OU.57--- FURNISH & INSTALL REPA I R: ............ .............. ........... .... . ........... .... . .. ..... . ......... ... ........... ...... ..... . ...... ......... .. ........... ... ........ ...... .............. .. ..... . .......................... 98' OF 42" BLACK VINYL '3YSTEM IN MILL BUILDING PARKING AREA. ACCT# 4110 i DATE 7 -&-f-TY x fz;@, APPRO ...... . ......................... . ...... ... ....... . . . .............. . ... .................. .. ............ . ........ CC/Ali FEICK COVPkIT ACL111 TO MIAMI ABOVE FEICK TO I II'M FIOI DEFECTS 11 NATEIIA L ID 96111AISH it rot oil THAI. tit FULL ANOUNT Of THIS CONTLACT A LOIG IIT8 AIT ADDITIONAL COAL at I itLL 0 gColl piriaLl UPOI COMMON Of ALL VOU VOIT191, 01 GCJAAA FENCE CONI'All thali adw I it the testaver as In local tonial NOT IT HAS 11111 INVOI CED . Ibit respons i h i I ilyfor too said .C.I all DJ at.1.7 11, i R.'. to i I li r,,,: p e riar with (ke A finance ck&rte aI I I/ I Iper son th (o r a minims@ of GC A A A F,IC;,CO A A i.Ithe tv slower, %Poo teqvtst, in 101), which is an sonval percent are rate of IA 11 ,that] be appl i e d de I e r a 1 I;#4AI;r ec I e4 , I i t v ode r a a I !a C C a I a I I t I are t Pa id I i I b in 10 4&y!:a fI r , :;Peleties of a 1 a r vo er se of Ch I A At At aACi 1C&$sole any relpossibiII ty ani work itvoi I t ircivitance 11at er i a I s viII retai A, r rly of e r trIiatsoriaany sayigaran I e e I h e i r a c C I rAty- GCAli 191CE CONPAIT in IiIAt Ii a v oicet 9 e r I iai ob a re ";:;Iy 11 ;.soIIeIaCAIediIIsrecommended I b a I the ;& id iv Ii I I . I I i h I o I ac ce s rand r III r e t `v o on e rIav Pe Iat h eproperIravrveyed. ME CON filly Ia k a efes Ia f 040 - Pa a r ' ! I 1!iGCi .*e:1',i:e" the terms a t k 1 0 @Gmlrscl. The cost* er Ir ej tAs Pday all interest and all costs CC/lAh it Cl COlIA)!IiIlists Ie. I I i I I Iy for bay Ia iocirret In the to I I:c I i:0 : I. I I I el I d r *oI':'!,d 11 .I IIIieIa lonelier, QCMA C 0?A @, .1 If RE it IL 11 , no P. 'i ,!ility for vosirkeif sprinkler A Cr. A . A 1k:d 1:,41 i n t Iof objects. Th e C Isloter A meIibiI GC/AAA CI I'C'ev'rAlya di CiaIa I vII II now I t it i e A . ?11ASI 11TUIN SIGNED YELLOW COII WITH DONN IATIENT, T b e I 10 a I b iIIia tv iII be bated As theact %aIfo4t iviiI , 4th , , rA.erI or me IarI i tor f : r I at I d I 'attI ej AJ, t, .j 'I b e t.rAcAsp IeIed I ar so sentlat' v e A k I i.diaiIs e nIaI o r a at eriaI I aeon 'e 'd I at a a ji I A I a e a I I f 0 r I a 10 r r i I I I e C b a r t e d . re a e 2a b I iaIe draIe a.A dd11 i o aa Icharze10 rany e IIr a vo r k a at 4 : e s by ,:Ib,d ido , et dia@ Ir a cII h aI#a a re te th e cis t a a e rr i &I ea for C Contract Amount: $ 950.00 Customer Date wn Payment Required:$ Accepted for GC/A FENCE COMPANY: Balance Due: $ 7t6al, e=; A Sal esp`i`i`som .41 1 We a 74 INVOICE TT! 00.1-i NE I t- 0 tj A T I'LlA 11 *4 r- A V4 L, p 0 OV WELLS lf"'IE NO 4 r,':- 0-, JI 3, 0 SOLD TO NEWFIAR K=MT TOWN x E PHA! TIS C'"S W Or 71!--t Z@r L- !1 --- @ - @@!` - 1-61-WAY DEPT HEALTH H-ZARD fP&TED t: :7 1 ON ml m Mr ! . .,A-. ... . ... .. -j@@ - . I -:'! N -"M'-Y--- NH 0,365- r-W ji-kre M. 1'4 INTEREST AT THE HIGHEST LEGAL RATE ALLOWABLE. OR 1'1,% PER MONTH. WHICHEVER IS LESS. SHALL BE CHARGED AND PAID AFTER DUE DATE@ The goods and services covered by this invoice were prodoced and tendered -n compliance wal, the faciu,rements of (fie appl,Cdhie P-lillons of the It`- LA00, 5-id-Is Act of 1938. ,1 om-ald, INVOICE NO. W31c; 417 0 4 4 r%n 40 0r? i PR lleT i YOUR ORDER NO. REQUISITION DATE TERMS: NET 7 , - r QUANTITY DESCRIPTIONJINC.TICKETNO.-S DATE UNIT UNIT PRICE AMOUNT C E. R 7 Z'.-' V p rr ACCT, su 1996 g,7 4ATE-- Al@`PROVED I 7L 1 2 19)96Z* CUSTOMER TOTAL A MOUNT as, a- Inc & WE ACCEPT CREDIT CARDS ORDER NO. PAGE@ X" SOLD I\If1-@1Iivif,,)P*.KF,-1 SHIP TO '186 MAIN TO 0 60-2 SHIP INST. SHIP DATE DEL. BY CUSTOMER NO. LOC. SLSMN PURCHNS @OROER JOB NUMBER SHIP VIA COL/PPD 068 CITY. OTY. ITEM NO.1DESCRIPTION:: ORDERED HWED UNIT PRICE. UPM EXTENDED PRICE 4.70 4", C 4Pc;9S BRICK GG M-13TI,1'11 COLONIAL D99 EA 10,; 9 U. OAVER (470 C!JR1-,1 :01 WOOD PALLETS Hea v y 'Light Wt -:-Vooo :.- . PALLETS R TURNED He a v,;, Light Wt COMMENTS: ..$@@LE AMOU LABOR-SP,IING TILE SPECIALS- MISC.. CHARGE PLUS... IST QUALITY"FACE BRICK FREIGHT NOW 10 CEIVTS; EA -WHILE THEY LAST! SALES TAX". 1. 837. 5-31 1USTOMER TOTAL 25@ 'ITURE ILO, MATERIAL RETURNABLE FOR CREDIT, UNLESS BY PRIOR APPROVAL AT TIME OF PURCHASE. FINANCE CHARGE OF 20--@06 .0i rn6.nth 00 OAnnual Percentage'Rate) on all past due accounts. CUSTOMER`81@,COPY, PLEASETURN THIS COPY INTO YOUR OFFICE AT 0 NCE INVOICE c EAU-ROUTHIER, inc. REMIT TO: P.O. BOX 4127 Tile & Masonry MANCHESTER. N.H. 03108-4127 TELEPHONE: 603/627-3877 AD 4N A 05 0', @b rE 0!@j , -,, ; . Cc <S@ INVOICE NO. PAGE INVOICE oA 'b @@ - -Q - . %p 00 w VP zp; law t. -p 9 6 SOLD SHIP TO 1@itj MAI-1 ':TREET TO --d4 -7 ER D., ATE: N PURCHASE ORD E .0 D JOB NUM "'CO EXTENDED PRIcr co-1 U ?,I-,C.,K 6-ti 9- *J ST-1 C C 0 L 0 'N I A L EVE U ACCT P zlelg r,;a jq 0 SEP 1996 LATE [11-a 71..'@@ APPROVED V16 COMMENTS: SALE AMOUNT -1 5- S AL a i. i-'T I MISC. CHARGES FREIGHT S L L ALES TAX TERMS: THIS IS THE ONLY ITEMIZED INVOICE YOU WILL RECEIVE V@HICH IS DUE ON OR BEFORE -7 NO MATERIAL RETURNABLE FORCREDIT UNLESS BY PRIOR APPROVAL AT TIME OF PURCHASE. FINANCE CHARGE OF A per month Annual Percentage Rate) on all past due acCOUIItS. U15,11A.1-Rhu e:- B99,- I INVOICE C.- 5 1 A PiviMn 01 Uifilv S%ipplv of Amevicn. I'll 'I IJ. 3995 Commercial Ave. FAX. 21)1-()5()0 P.O. Box 1186 WATS@ 1 800 -111).1-9876 Northbrook, It, 60065 E I-IN '16-3045787 CLIStOlller 29 S i .01 S NEWMARKET, TOWN F Hz NEWMARKET, TOWN OF L D SEP 1996 TOWN HALL rd P, WAS TEWAT ER TREATHEN't PL.P.NT T 186 MAIN STREET 0 T' YOUNG LANE NEWMARKET, NH 038, 10'@ NEWMARKE1, NH 03857 'C' RK-; CUST01viER P.o. SHIP DATE :SA I AX CODE .11(3"6 Laney 11 /9 6' K' I' LAN N -f I DW i I 'D '3 USA S'0('K r. R U IM, f H I C.;:-, Pj r XTF. N PER .5 0 :35 4 Febco @110-715 Aljrjo!@; Va c Brkr- qqS-jjj.0u#6.j. j: 01 F 48664 1 ",11 .1 S t v I e Corp & 76: I " Mac Pac Ant iCiP ship 7-10 days JO-01- q63-'0000 18140 Flexible Packing Hooks 0: .3/8" spiral #3 :Anticip ship 7-1o days 181-A) Flexible Packing (A; F 12 E A .15.64: 5/16" spiral 112 142' 1 S t I- r-aflIlF 00 NO Z 7 1 F7' I J. Po 1 y ca I- b o n a t e.. 6 2 02 4 0 1 0 L. i d o 1-11 E3 1. k S 0 1 i (I P I a 10 1/8"XI5 :3/8"std-drop--in lid MERCHANDISE DISCOUN1 TAX FREIGHT TOTAL DUE --- --------- CON T I NUE D 1,5% MONTHLY CHARGE 30 DAYS PAST DUE U&MIU100,00t INVOICE 097854 A DiN ision ol U616 Supifly of Amcric;i. Inc. HA_ i NA ?830 3995 Commercial Ave. FA X: i'S-17.1 0'i90 2 P.O. Box 1186 W,\J S @ I - SOO- 49.; - 1)8 7 (@ @ --1 Northbrook-, )1- 60065 F.F.I.N.: .10-3045787 09/12/96': Customer 9 11029 s H NEWMARKET, TOWN OF NEWMARKET, TOWN OF @Iss TOWN HALL P; 1,0c? T E WAT E R TREAThFNY PLANT 186 MAIN STREET T YOUNG LANE 0' NEWMARKET, NH 03857 NFWMARK11 I , NH 038@7 ---------- CUSTOMER P.O. 0 SHIP DATE !SALESPERSON: N:Hms rAX CODE SALES oRDER 4 FREICHF SHIP VIA 11026 Laney 09/11/96'KEG 2%/10" *'1. 3 0 ILNON11_ 0848,15 01 P R F P r4'.1 0: ups DESCRIPTION @)RDERED SHIPPED RIACK ORDER jU/M! PRICE 4PER;: EXTENS!ON .. . ...... .... . ......... . 62020 01200 Meter Box-Without Covet- L14-917--*OP E A. F. '@A. n ? .3 std.drop-in 10 1/8"xlS 3/8"lid NOTE SPECIAL INSTRUCTION'S 1, 11 EA: (10 E A: 0 P Ship Partial Today ACCTN AI' 4/-, ]DATE DAIFE LA T E APPROVED APPROVED m APPROVED, -------- - ------- - - . ..... PLEASE DEDUCT 3.09 MERCHANDISE WISCELLANEOUS: DISCOUNT TAX FREIGHT I*OTAL. Dt.if-' IF PAID BY 09/22/96 DISCOUNTS APPLY TO 15 4 _'i) 00 j '_7 44 171 MERCHANDISE ONLY. OIRECT LTNE FOR BILLING INQUTR1ES:(80@)493--98?6 1.5% MONTHLY CHARGE 30 DAYS PAST DUE PACKING LIST SALES ORDER B4845 (847j.1-1)I-7000 FAX: (847)1212-8914 PAGE 1-800-@48- 123-1 0 N.: 36-3645787 rook, It. 00065 F. F. I., DATE c tj s t a In er 0 r d e e, 84845 S-m B H NIEWHARKE17,- TOWN OF NEWMARKET, T`(--',WN L TOWN HALL. ATTN - GEORj3E LANEY L P WASTEWATER TREATMENT PLANT 8 6 !"11 A I N STREET !T; T NEWMARKET @,8 5 7 0: I 1@61LJNG LANE 1-0 NEWMARKETi ,NH 038@7 SHIP ViA CUSTOMER P.O. ORDER PATE [email protected]@)qATE TYPE TERMS w H FREIGHT , . 1 4 C 0 6. Laney -.6 16 9 4E -=. - --- - -. - -- I-. ... -- I . - 1.. . I ORDERED SHIPPED :BACK ORDER, PAGE LOC. 'A S OCK DESCRIPTION 4 p@ C o 35 '4 'x/ 6 4 0 L) q('4 1 " Mac Pac jAn I C I p hi 7 2 E 18140 Flexible PFickinq. Hooks 3/8" spiral tf 3 Anticip ship 7 - 1 ? --17 -41- -5 b I e Pi(,k- ing C. C; k IS sp:-'al @t 'Q, 142115 S t t F o -g n A 2 VIj A .1-0 SPEC I AL. 1 @,'S T P" T 1 -0 N NOT I @8- 6 @4' L 140T CON T i :"'i u E 1") ChbckedbY*-.-....___:[email protected].. Packed by: .,.Picked Y-@. -V@ INVOICE "TILCON! TILCON MAINE INC MAINE INC PO BOX 1030 WELLS ME 04090-103-30 SOLD 207-676-?973 TO NEWMARKET TOWN OF v it-ASPHALT iS CONSIDERED /A POSSIBLE HIGHWAY DEPT HEALTH HAZARD (RATED CA-UTION) NEWMARKET NH 03857 TAX EXEMPT INTERESTAT THE HIGHEST LEGAL RATE ALLOWABLE. OR 1`,@ PER MONTH.V111CHEVEH 15 LESS,SHAI-1- 13U CHAAGLU i.fd) PAID AFTER UlJL OAtE The go.0, and se(voces coyered by thm in-ocs wete ornduced and leldeled h., 'h, :N! FI-l 'In., Act I, I-;d- INVOICE NO. W351 417 0445000 0128 15 DAYS YOUR ORDER NO. REOUISITION DATE TERMS: 9/15/96 NET 603-659-3617 F 0 2.8 2 OUANTITY 0 E S C R I P T 1 0 N / INC. TICKET NO.'S DATE UNIT UNIT PRICE AMOUNT 23.00 CBR 027392 09j'13:TON 5.0000 115.00 HAUL CHARGES 45.00 ACCT# DATE APPRO D LIC 'w )VED tic jvo C Ll STO M E R TOTAL AMOUNT -)bP- 160.00 m Nor- m CORRIVEAL)i -ROUTHAE - 'I REMIT TO: P.O. Box 4k127 Tile & klasonry, IVANCHESTER, N.H. 03108-4127 V TELEPHONE: 603/627-3877 R, 4s 1,q, NN INVOICE NO, PAGE INVOICE DATE V b" , - e -'% " " - I %z Y51329 1 09/23/96 ISOLD TOWN Of NEWMARKET SHIP TO 186 MAIN STREET TO NEWMARKETe NH 03857 1 RDER ORD. DATE CUST. SLSmm PURCHASE ORD. JOB Ntjmecf@@ SHIP VIA COL/PPD -0 i.091Z.519 068894 36, 23,11. 914 914 426V5 BRICK GG XUSTIC COLOMIAL IFR .399 EA: 364.69 BEVEL EDGE PRVER (470 ME) -CIMMENTS: SALE@AM ._2UNT 364.69 !SALE! mweememeaSEPT 18 28 MISC. CHARGES .00 -.-,--.SAVINr*S STbREWIDE-4-- FREIGHT .0,0 A-ftK'.ST0NE-rGRANITE. 0-64 Of SALES TAX .00 IRMS: THIS IS THE ONLY ITEMIZED INVOICE YOU WILL RECEIVE 364.69 WHICH IS DUE ON OR BEFORE 10110/96 ,@OR D, @#J I "'MATERIAL RETURNABLE FOR CREDIT UNLESS BY PRIOR APPROVAL AT TIME OF PURCHASE. ANCE CHARGE OF 2-00 kermonth( 24m"000 Annual Percentage Rate) on all past due accounts. INVOU 'File &M.1sonry WE ACCEPT CREDIT CARDS 6@' ORDER DATE 0@ ORDER NO -'3 e 0 SOLD SHIP TO 9 --4 SHIP INST. SHIP DATE Dr-L. By CUSTOMER NO. LOC. 1 SLSMN PURCHASE 0 B NUMBER SHIP VIA I COLIPPS. OTY. __2140@R@o SHIPPED ITEM NO.IDESCRIPTION UNIT PRICE, :. UOM EXTENDED PRI F-'v E,-i- ""t.3 F7At,,)F-R 47 0 C UBI:-. -icll-lt w-' 0 i,- @s .... .. 3 R ght W-1: I COMMIENTS: '-"Si*@ALE AMOUNT -@EPT I. MISC. CHARGES I N S T 0 P E FREIGHT SALES TAX -7 TOTAL CUSTOMER TURE ,KtO MATERIAL RETURNABLE FOR CREDIT UNLESS BY PRIOR APPROVAL AT TIME OF PURCHASE. FINANCE CHARGE OF. 2. OOp6t month 24. 000 Annual Percentage Rate) on all past due accounts. CUSMUMV CWIV. KEAW TUR11 MO WM WO YOM 011TWE AT ONCE ERVICING BRANCH PLEASE REMIT TO 307 DORCHESTER AVE. ir BOSTON, MA 02127-2472 STRATHAM 09/21/96 62 PORTSMOUTH AVE RALPH PILL, electfic supply compa.ny;: STRATHAMf NH 03885 (603) 778-9585 Page 1 of NEWTK. o 04'qz-].60/13/961 PICKUP IDOVER 0111100 1 12148 0 W NHALL H S 0 N E W M A R`@k s@ NEWMARKET TOWN HALL L D MAIN STkEET..'- MAIN STREET T NEWMARKETP* NH 03857 T NEWMARKETP NH 03857 O@ 0 JOB NAmt -TC14 PREMIUM m0m %MEN= 32 1:1 IN 101 S 1&@Rlmwfla 300 30V PVC':PVC CONDUIT 101-rN-PVC-SCHED"40 CONDUIT. C 23,29:@ 69087 Y.- S :69.87 AL@ TOT ACCT# SEP 211-1r6 I)ATE .ej APPI i@ViD y&V Kim -77-o &C 0 TERMS OF PAYMENT: NET 30 DAYS ALL INVOICES DATED UP TO THE 25TH OF THE MONTH ARE SUBJECT TO THE DISCOUNT INDICATED IN THE DISCOUNT BOX AT LEFT. mill, mmm 69. 87 CA IF PAID SYT I" 3 PHASt TRANSFORMERS ARE IN STOCK AT VERY COMPETITIVE PRICES. CALL NOW FINANCE CHARGE: 1.25 -,* PER MONTH ON INVOICES NOT PAID WITHIN 30 DAYS AFTER NET DUE DATE. R SERVICING BRANCH PLEASE REMIT TO 307 DORCHESTER AVE. BOSTON, MA 02127-2472 STRATHAM 09/23/96 62 PORTSMOUTH AVE RALPH PILL STRATHAM., NH 03885 7 electfic supply company (603) 778-9585 Page 1 of 1 2m57190109/17/961PICKUP I DOVER 1 011 1100 1 50@ NEWMARKET TOWN HALL 8H@ NEWMARKET TOWN HALL L I D MAIN STREET MAIN STREET T NEWMARKETP NH 03857 T NEWMARKETe NH 03857 0 0 J013 NAME. A CATALOG NUMBER, 9 :9 ItT X,' 5133825 :1-rN PVC 90D EL C 127.73' 11 501 7' 7 7 7:,. 'SJB TOTAL 11. 01 ACCT# DATE SEP 2 APPROVED VVO TERMS OF PAYMENT: NET 30 DAYS ALL INVOICES DATED UP 70 THE 25TH OF THE 7 MONTH ARE SUBJECT TO THE DISCOUNT INDICATED IN THE DISCOUNT BOX AT LEFT. 11.501 CASH' DISC7OUNT IF PAID BY 3 PHASE TRANSFORMERS ARE IN STOCK AT VERY COMPETITIVE PRICES. CALL NOW FINANCE CHARGE: 1.25 PER MONTH ON INVOICES NOT PAID WITHIN 30 DAYS AFTER NET DUE DATE. Pike * ASPHALT PAVING EQUAL OPPORTUNITY @LOYER * ASPHALT PRODUCTS @ Q Industries, PLEASE REMIT PAYMENT TO: * CRUSHED AGGREGATE Inc. * ROADS & HIGHWAYS * AIRPORTS & BRIDGES 0iDl,:,TC'*l MA OZZ I I PLEASE DIRECT COSPESPONDENCE * GRINDING % - ANDINQUIRIES TO@ * RECLAMATION 1 - KSETT NH 0 1. 1-) 6. F'H C-I N E 4, 5 - F5 i 00 wo SOLD INVOICE NO.: TO: TOW-41 CIF NEWMARKET INVOICE DATE: 09421 Z00 DME TOW11 I-AriLL CLIST R 3W NEWMARKET@ NH 0 3 8 5 7 OL. C P@f MEF3 J AN UYNPI UN T.-Ot 0 -6 p fAL' io QU )9 17 9 6 A)RY- STONE @SCREENIT-r,!f...-F, -T. c* F I CKETS. 119196, MA 10- I)RY STONE SCREEN INGS 0 0 TON 7, :;8 75 E T,-3 --39 14 T I 0@ 4 91@ 2 4 OQOE 40 3 -3 TOP 4.02 TON @.N I@XETS 8'-,-; 14 -17 o@ZO- flad- CT i(AO: , ACCT AC 7-lv7 77 ---. 16 DATB- T 0 1) LES' C VE -,,:.Jl,TOTA STATEMENT /--t7-j-N'o'- CLO FJI-ION'S 28 BEECH ST. EXT. CLOS DATE: 9/30/96 DATE 30/96 NEWMARKET NH 03857 FAX # 659-3468 ACCT: 140520 JOB: 201 (603) 659-3361 SOLD TO: FILION'S NEWMARKET BUILDINGS & GROUNCIS TOWN TOWN HALL BUILDINGS & GROUND MAIN ST T MAIN STREET ACCOUNT 140520 NEWMARKEl' NH 03857 NEWMARF..'E:T NH o3:357 JOB 201 OCT 02 1996 @71 PLEASE RETURN THIS PORTION WITH YOUR PAYMENT V R F REDIf E ERENCE Nd. AMOUNT": -OMMOD, F91CES SOFTENING BUT MATERIALSISTILL SCARCE 1-:1,Nq" ECIAL(Y IKO ARCHITECTURAL SHING@ES HARD TO FIND PREV BALANCE 0. 00 PKt--V t@Hl_ 0. 00; 9/11/961 12:3383 1 I'PO 1.0340 L/'/y' qf1- 3.97i 1283:33 3.97@ qy .5wj;,- 9/24/96' 128642 11 1 PO # 10345 189.781 128642 189.78 I I PO 41 1034 9/27/96! 128739 18.28i l 287 39 18.28: NEW BALANCE 212.031 ACCT# ACCT 9 DATE DATE APPROVED APPRO o DAYS 61-90 DAYS OVER,90' DAYS%,@`,"' _7U__lF@ffff_N_f*____ 1-30 DA Y-S-""' T 212. 03 0. 00 0. oo - o. oo NEW BAL: 212.03 TERMS: NET C, -AMOUNT: lPAID-j,!:.% ,L"' N4 'S t TORN OF NERK44KE! I 40@2i'@ f: 1 8139 TUN H@Lt. MAIN STREET UEFI%': DENIS NEWNAPKV INA cl?Kil Joe 20i TRY 001 N, sul cli NG3 WUNbl: TORN HALL KRIN STREET NEPKKE I OH03857 INVOICE 44t 4 TV ****4 A*** 2 09008 12 S VP 9.14. 9.1, .-Ep 1 2, a f RMWRT CHR.GED TO SIR@"' K' ;NT 18.29 TROBLE om Wo"Ift i B 2t RECEIVED BY x AMOUNT 0"00 j8.26 . . ......... FILION LUMEEP -H T. FXT 22 BER s .0WAFKET HH 0 3 8 57 WSW 14MV, I WE 3.--24 /5r I IME TOWi HSU 9 2&.@ TEW: i NET MIN :STREET P. a. t: I ol; CLERK: DEN I s NEMPKET -011 NU HAPAP Joe, V 2(11 Thy, :E WiLDINGS tVOUNH Tom ma rilqlN STREET 7 11A g:l L P, .1111 S 2 1 DRYVALL. @3 i. 7. 97 .%PEWS LOUSE jf, 15,-9 LS 11361 5/if MWASHERS PPFRUX V A* 5( AE. 2.14 3.21 M Ea ;W08 6. A 1516 116 CURRSE ZMEX NUT ER 4225, 100 4 A DISCOUNT. 33. W'. E 10 10 S 10X 10 , KD: SPF - Lloljl@T 5 1.3@. 7141 A GFD q /EA 4 ER 14EF 4XNXOB GP.. HEV 4 8.21 8.21 /[A ",$FF CONST CR to 4.46 4 0' 2X04X 10 M 10 EA ? 1 4.46. /Efl: es 5 STM 4 2 42 @fla. 4 @@08 'PF f ER Z 4! . 0 flwff@ QWGED TO.@ TD!!@ACWUXT *4 189,7816ME 'ABLE 189., 7 Nam-TAX RECEIVED BY. . 189 79 PTA MOUNT: STATEMENT OF ACCOUNC[, 8 WITH PLEASE RETURN T/ U A W. S. GOODRICH, INC. YOUR REM177ANCE RICK, BLOCK, STONE, MARBLE ASONRY SUPPLIES OF ALL KINDS 99 F HIGHWAY, EPPING, N.H. 03042 W.S. GOODRICH, IN)!.' 603-679-5 1-800-238-5338 FAX 603-679-8417 99 CALEF HIGHWAY EPPING, N.H. 03042 OCT 0 2 1996 TEL. (603) 679-5338 ACCOUNT NO. i @,j j@ i.,r STATEMENT DATE ACCOUNT NO. STATEMENT DATE NEWHARKE-T, N. H. vi 3 8157 /9 6 i-J 1) 6, REFERENCE DATE CHARGES- J, vi 09 23 6 0 8 4 7 0. G;.-) P 0J WI. 'E a 1-41@ APPR)VED ACCUMULATED 0-30 DAYS 31-60 DAY'S OVER 90 DA@YS: FINANCE CHARGE BALANCE 100.62 0 (Ij (J 0 t 10 0. 6 CP DUE CHECK ITEMS BEING PAID TOWN OF NEWMARKET, N.H. SUMMARY OF IN-KIND SERVICES WEEK ENDING TOTAL TOTAL FOR THE WEEK TO DATE June 22, 1996 $412.75 $412.75 June 29, 1996 354.261 $2,767.01 July 13,1996 $3,791.33 $6,558.34 July 20, 1996 -$1,249.65 $7,807.99 September 14, 1996 $1,386.31 $9,194.30 September 21, 1996 $2,479.26 $11,673.56 September 28, 1996 $1,707.55 $13,381.11 TOTAL OF IN-KIND SERVICES $13,381.11 PAYROLL FOR RIVERPARK CONSTRUTION PARKC02 WKS) FOR WEEK ENDING: JUNE 22,1996 NAME POS RATE SUN MON TUES WED THUR FRI SAT TOTAL TOTAL 6110 6111 6112 6113 6114 6115 6/16 HOURS AMOUNT D. WALKER DIR 5.89, 0.5- 0.5 $17.95 R. BLOOM S T $24.07 3 3 $72.21 G. DODDS FORE $21.15 1 1 1.15 R. MALASKY TD/L $17.53 5.5 5.5 $96.42 R.BEAUDET TD/L $15.59 5.5 5.5 $85.75 TOTAL $293.47 PICK UP #1 $4.80 0.5 0.5 $2.40 PICK UP #3 $4.80 3 3 $14.40 PICK UP $4.80 1 1 $4.80 DUMP $8.88 5i5l 5.5 $48.84 DUMP $8.88 5.5 5.5 $48.84 TOTAL $119.28 TOTAL FOR THE WEEK PAYROLL FOR RIVERPARK CONSTRUTIO (PARKCOI.WKS) FOR VVEEK ENDING: JUNE 29,1996 1 NAME POS RATE SUN MON TUES WED THUR FRI SAT TOTAL TOTAL 6123 6124 6125 6126 6/27 6128 6129 HOURS 1AMOUNT D. WALKER DIR $35.89 6 4 10 $358.90 G. DODDS FORE $21.15 9.5 8 3 20.5 $433.58 R. MALASKY TD/L $17.53 9.5 6 15.5 $271.72 B. ROWE EQ OP $20.73 9.5 4 13.5 $279.86 M. DYER MECH $24.35 3.5 3.5 $85-23 R.BEAUDET TD/L $15.59 8 5 13 $202-67 T. WALSH B&G $8.66 5 7.5 12.5 $108-25 J. WARIELA CEM $7.66 5 4.5 9.5 $72.77 TOTAL $1,812.96 PICK UP #1 $4.80 6 4 10 $48.00 PICK UP $4.80 9.5 8 17.5 $84.00 DUMP $8.88 1 1 $8.88 DUMP $8.88 7 3 6 16 $ 42.081 DUMP $8.88 2 1 31 $26.64 DUMP $8.88 9.5 6 5 20.5 $182.04 LOADER $5.42 3.5 3.5 $18.97 BACK HOE $3.23- 9.5 9.5 $30.69 TOTAL $541-30 ITOTAL FOR THE WEEK $2,354-26 17 PAYROLL FOR RIVERPARK CONSTRUTION PPAARRKKCCO033 WKS) FOR WEEK ENDING: JULY 13,1996 NAME POS SUN MON TUES WED THUR FRI SAT TOTAL TOTAL 717 718 719 7110 7111 7112 7/13 HOURS AMOUNT D. WALKER DIR $35.89 1 1.5 2 4 1 9.5 $340.96, R. BLOOM S T $24.07 2 2 $48.14 G. DODDS Fb-RE $21.15 1 8 a 8 8 -3-3 -$697.95 R.MALASKY TD/L $17.53 1 8 8 8 8 33 $578.49 B. ROWE EQ OP $20.73 81 8 8 32 $663.36 M.DYER MECH $24.35 2 3 5 $121.75 R.BEAUDET TD/L $15.59 8 8 8 8 8 40 $623.60 TOTAL $3,074.25 PICK UP 1 $4.80 1 1.5 2 4 8.5 $40.80 PICK UP $4.80 1 2 3 $14.40 PICK UP $4.80 1 8 8 8 25 $120.00 DUMP $8.88 4 4 $35.52 DUMP $8.88 1 8 9 $79.92 DUMP #9 $8.88 8 8 8 8 32 $284.16 BACK HOE $3.23 8- 8 8 8 4 36 $116.28 COMPACTOR $2.00 8 2 3 13 $26.001 TOTAL $717.08 ITOTAL FOR THE WEEK 17 PAYROLL FOR RIVERPARK CONSTRUTION PARKC04.WKS) FOR WEEK ENDING: JULY 20,19 6 NAME POS RATE SUN MON TUES WED THUR FRI SAT TOTAL TOTAL 7114 7115 -7116 7117 7118 7119 7120 HOURS AMOUNT D. WALKER DIR $35.89 2 1 3 $107.67 G. DODDS FORE $21.15 8 6.5 14.5 $306.68 R. MALASKY TD/L $17.53 8 6.5 14.5 $254.19 M. DYER MECH $24.35 2.5 2.5 $60.88 R.BEAUDET TD/L $15.59 8 6.5 14.5 $226.06 TOTAL $955.46 PICK UP #1 $4.80 2 1 3 $14.40 PICK Up #4 $4.80 8 6.5 14.5 $69.60 DUMP #6 $8.88 8 6.5 14.5 $128.76 BACK HOE $3.23 5 5 $16.15 ROLLER $5.68 2 6.5 8.5 $48.28 COMPACTOR $2.00 2 6.5 8.5 $17.00 TOTAL $294.19 TOTAL FOR THE WEEK $1,249.65J PAYROLL FOR RIVERPARK CONSTRUTIO (PARKC05.WKS) FOR WEEK ENDING: SEPTEMBER 14,1996 NAME POS SUN MON TUES WED THUR FRI SAT TOTAL TOTAL 9/8 919 9110 9/11 9/12 9/13 9114 HOURS AMOUNT D. WALKER DIR $35.89 2 2 $71.78 G. DODDS FORE $21.15 3 6 7 16 $338.40 R. MALASKY TD/L $17.53 3 7 10 $175.30 B. ROIA/P EQ OP $20.73 2.5 6 7 15.5 $321.32 R.BEALIDET TD/L $15.59 6 7 13 $202.67 TOTAL $1,109.47 PICK UP 1 $4.80 2 PICK UP $4.80 3 6 7 16 $76.80 DUMP $8.88 6 7 13 $62.40 BACK HOE $3.23 2.5 6 7 15.5 $137.64 TOTAL $276.84 OTAL FOR THE WEEK 1 1,386.311 IT PAYROLL FOR RIVERPARK CONSTRUTIO (PARKCOG.WKS) FOR WEEK ENDING: SEPTEMBER 21,1996 NAME POS SUN MON TUES WED THUR FRI SAT TOTAL TOTAL 9115 9116 9117 9/18 9119 9/20 9121 HOURS AMOUNT D. WALKER DIR $35.89 3.5 8 7 18.5 $663.97 G. DODDS FORE $21.15 5.5 7 7.5 6 26 $549.90 R.MALASKY TD/L $17.53 5.5 1 7.5 6 20 $350.60 B. ROWE EQ OP $20.73 5.5 2 7.5 $155.48 R.BEAUDET TD/L $15.59 5.5 1 7 7.5 6 27 $420.93 T.WALSH B&G $8.66 3.5 3.51 $30.31 D.FEATEAU B&G $7.66 3.5 3.5 $26.81 OTAL $2,197.99 PICK UP #1 $4.80 3.5 8 7 18.5 $88.80 PICK UP #4 $4.80 5.5 7.5 6 19 $91.20 DUMP #9 $8.88 1 1 6 81 $71.04 BACK HOE $3.23 5.5 2 7.51 $24.23 COMPACTOR $2.00 31 3 $6.00 1 TOTAL $281.27 TOTAL FOR THE WEEK $2,479.26 PAYROLL FOR RIVERPARK CONSTRUTIO (PARKCO WKS) FOR MEK ENDING: SEPTEMBER 28,1996 NAME POS SUN MON TUES WED THUR FRI SAT TOTAL TOTAL 9/22 9/23 9/24 9125 9126 9127 9128 HOURS AMOUNT D. WALKER DIR $35.89 1.5 3 4.5 $161.51 G. DODDS FORE $21.15 4.5 7.5 7.5 19.5 $412.43 R. MALASKY TD/L $17.53 4.5 7.5 1.5 7.5 21 $368.13 R.BEAUDET TD/L $15.59 4.5 7.5 1.5 7.5 21 $327.39 D.FRENCH B&G L $13.39 3 2 3 4 1 13 $174.07 D.FEATEAU B&G $7.66 4 4 $30.64 TOTAL $1,474.16 PICK UP 1 $4.80 1.5 3 4.5 $21.60 PICK UP $4.80 4.5 7.5 12 $57.60 DUMP $8.88 2 2 $17.76 DUMP #9 $8.88 7.5 7.5 15 $133.20 BACK HOE $3.23 1 1 $3.23 TOTAL $233.39 TOTAL FOR THE WEEK $1,707.65 HOURLYRATEFOR RANTIPAYGRT. S) TOWN TOWN TOWN TOWN TOWN TOWN TOWN TOWN NAME POS 1996 BASE BASE VAC HOL ISICK TOTA RETIRE FICA MEDI HEALTH LIFE UNEMP WORKERS TOTAL ADJ HRS. PAY HRS FIRS HRS OUR 2.83% 6.20% 1.45% INS INS RATE COMP PAY RATE D. WALKER DIR $22.62. 2080 $47,049.60 160 96 40 1784 $1,331.50 $2,917.08 $682.221 $6,993.36 $114.00 $898.65 $4,046.27 $64,032-67 $35.89 R. BLOOM S T $15.33 2080 $31,886.40 160 96 40 1784 $902.39 $1,976.96 $462.35 $5,180.2B. $114.00 $609.03 $1,814.34. $42,945.74 $24.07 G. DODDS FORE $13.88 2080 $28,870.40 80 96 40 1864 $817.03 $1,789.96 $418.62 $2,590.08 $114.00 $551.42 $4,275.71 $39,427.23 $21.15 R. MALASKY TDA. $9.40 2080 $19,552.00 120 96 40 1824 $553.32 $1,212.22 $283.50 $6,9M.36 $114.00 $373.44 $2.895.65 $31.977.50 $17.63 B. ROWE EQ OP $11.42 2050 $23,753.60 144 96. 40 1800 $672.23 $1,472.72 $344.43 $6,993.36 $114.00 $453.69 $3,517.91 $37,321.94 $20.73 M. DYER MECH $13.88 2080 $29,870.40 144 96 40 1800 $817.03 $1,789.96 $418.62 $6,993.36 $114.00 $551.42 $4,275.71 $43,83D.51 $24.35 R.BEAUDET TD/L $9.87 2080 $2D.529.60 96 96 40 1848 $580.99 $297.68 $2,590.08 $114.00 $392.12 $3,040.43 $28,817.73 $15.69 D. FRENCH B&G $8.95 2080 $18,616.00 104 96 40 1840 $526.83 $1,154.19 $269.93 $2,590.08 $114.00 $355.57 $1,018.30 $24,644.90 $13.39 T. WALSH B&G $7.35 2080 $15.2B8.00 0 0 0 20BO $432.65 $947.86 $221.68 $0.00 $0.00 $292.00 $836.25 $18,018.44 $8.66 @. WARIELA B&G $6.50 2080 $13,520.00 0 0 0 2080 $382.62 $838.24 $196.04 $0.00 $0.00 $258.23 $739. $15,934.67 $7.66 FD FEATEAU B&G $6.50 2080 $13,52D C7)0 0 0 0 2080 $382.62 $8W.24 $196.04 $0.00 $0.00 $258.23 $739.541 $15,934.67 $7.66 AUG-29-1996 171: 1" NH DOT MECH SPli-S, 603 271 1649 P.01 Nl%ov The State of New-. Hampshire FAX Department of Transportation COVER Bureau of Mechanical Services OFTF. SHEET FAX _(603)271-'1649 TEL (603)271-3721 Ntj@!S ER OP PAGES INCLUSI%I-E OF COVER SHEET: TO: NAME: JA DATE-- LOCATION: MESSAGE: NAM E:- TITLE: STATE OF NEW HA-i'vIPSHIRE F\7ER-DEPARTMENT C0,%f.MUN-jC,-k77oN FROM: Thomas B. Jelley* DATE. October 31,1995 Administrator SUBJECT: State Equipment Rental Rates - Fise-,tj 1996 AT; Bureau of Miechluicall Ser-Aces TO: Hwy Maintenance Mat. & Res. Dottie Brown W. Tardif Bridge Maint- Traffic Herman Martin David Potter Bridge Design Turnpikes Linda Cote P. Szybiak Districts 1 - 6 M. Walsh J. Quinn (DRED) Mike Connor All Satellites All Directors All Bureaus All Shops Effective October 27, 1995 (Period Ending November 9, 1995) Rate Daily Equipment Type: Class: ftour/(M)il@@ Possession Rat% Compressors 11001 2.90/1-1 10.32 Rollers 15004 5.68/H 11.72 Screen Plants 17002 3.65/H 0.00 Yard Cranes 19003 2.24/H 14.73 H.D. Crane - H400 19009 18,44/H 71.70 Bridge Inspector 19010 9.4211-1 125.41 Motor Graders 25001 7.35/H 53.44 Maintainers 25003 5.981H 16.23 Wheeled Loaders 33002 5.42/H 35.33 Self-Prop, Sweepers, 43001 8.85/H 57.80 Tractor/Mowers 49001 4:33/1-1 7.86 Tractor/Loaders 49002 4,15/H 16.76 Tractor/Backhoes 49003 3.23/H 20.61 Fork Lifts 49007 .3.25/H 6.47 Trailers 53002 4.20/H 9.20 Box Trailers 53007 0.00/H 6.96 1/2 Ton Pickups 55008 0.101M 14-25 I Ton Trucks 55009 0.18/M 16.86 Patrol Trucks 55010 4,801H 22.55 3 to 5 Ton Trucks 55011 5.72/H 27.76 Over 5 Ton Trucks 55012 8.88/H 34.40 Striper Trucks 55013 0.57/M 29.17 Tractor Trucks/Wrecker 55014 10.43/H 31.99 3/4 Ton Pickups 55015 0. 1 2/M 15.26 Trailer Welders 59001 0.371H 8.40 Slide4n Spread6rs 61002 2.301H 7.07 Core Drills 61003 1,94/H 13-64 Eductors 61018 14.811H 40.97 Paint Vans 61022 7-96/H 13.33 compact Sedans 61024 0.06/M 13.05 Mid Size Sedans 61025 0.061M 14.53 Full Size Sedans 61026 0.08/M 15.17 Utility Vehicles 61027 0. 1 O/M 18.69 Skidder/Crawler 61032 5.62/H 22.16 Mobil Core Drill 61033 8.381H 28.47 TnTni P 01';) NOAA COASTAL SERVICES CTR LIBRARY 3 6668 1411271) 3 'IVA b cc. TOWN OF NEWMARKET, N.H. DEPARTMENT OF PUBLIC WORKS 186 MAIN STREET NEWMARKET, N.H. 03857 603-659-3093 FAX 603-659-4807