TOWN OF CANTON BOARD OF SELECTMEN Regular Meeting Agenda Wednesday, January 28, 2015 at 7:00 pm Community Center, 40 Dyer Avenue, Conference Room F Consideration of and possible action on the following items
I. PLEDGE OF ALLEGIANCE
II. PUBLIC PARTICIPATION (5 minute time limit per speaker on any item) The Board of Selectmen welcomes and encourages the public to speak during the Public Participation portion of the agenda. The purpose of public participation is to communicate to the Board of Selectmen any concerns or comments that members of the public may have. The public may speak on any topic, including items mentioned on the Agenda. There is a time limit of 5 minutes per speaker. The time limit cannot be yielded to another individual. In most circumstances this will be the public’s only opportunity to comment. The Board of Selectmen will discuss the agenda items below with invited public officials and/or guests. It is important that the Selectmen allow this time for its exclusive use so that the agenda items can be properly presented and debated among members of the Board.
Most of the documents reviewed by the Board of Selectmen at tonight’s meeting can be located at http://www.townofcantonct.org/content/6662/default.aspx or by scanning the QR code below.
III. APPOINTMENTS / RESIGNATIONS A. Reappointment of Thomas Chauvin (I) as an alternate to the Commission on Aging for a term to expire 1/1/2019. B. Appointment of Marianne Burbank (D) as a regular member of the Canton Center Historic District Commission for a term to expire on 1/1/2019. C. Resignation of Arthur Blondin from Commission on Aging.
IV. ADOPTION OF CONSENT AGENDA A. Refund of Taxes pursuant to Connecticut General Statutes 12-129 B. Disposition of used truck tires and loader tires pursuant to section 6.05(e) of the Town Charter.
V. CONSIDERATION OF OLD BUSINESS
VI. CONSIDERATION OF NEW BUSINESS A. Review and possibly recommended an option for the rehabilitation of Town Bridge Road Bridge B. Approve reclassification of contingency funds to various salary line items in order to fund non-union wage increases. C. Review Private Duty Police Rates D. Review and possibly act on request by the Canton Fire/EMS Department to add the position of Fire Police Lieutenant as one of the positions that receive an annual stipend. E. Review and possibly approve Cherry Brook Primary School and Canton Junior/Senior High School resolutions for State Department of Education School Grant Applications
VII. MINUTES OF PREVIOUS MEETINGS A. Approval of Board of Selectmen Minutes: 01-14-2015 Regular Meeting B. Approval of Board of Selectmen Minutes: 01-21-2015 Special Meeting
VIII. COMMUNICATIONS FROM THE CAO, TOWN AGENCIES, OFFICIALS AND/OR OTHER GOVERNMENTAL AGENCIES AND OFFICIALS A. First Selectman’s Report B. CAO Report C. Monthly Report D. Absentee Record
XI. REMARKS BY SELECTMEN
XII. ADJOURMENT
1st Half of January 2015 Tax Refunds to be Approved
PROPERTY DESCRIP. or LAST 6 OF VIN BILL #/ GL REFUND TO BE SENT TO: REFUNDED PARTY IS: MAILING ADDRESS NOTES # ACCT # TYPE OF TAX REASON AMOUNT
Fox, Edward Henry & Brenda 24 Old Mill Drive VIN 242118 13-03-53132 / Certificate of Change Lee Property Owner Canton, CT 06019 Bill paid prior to Certificate of Change REG 514ZXT 31100 Motor Vehicle made by Assessor $ 396.36
14 Livingston Road VIN 335352 13-03-53130 / Certificate of Change Fox, Douglas Property Owner Canton, CT 06019 Bill paid prior to Certificate of Change REG 531ZHB 31100 Motor Vehicle made by Assessor $ 196.41
Box 650214 VIN 413475 13-03-56800 / Certificate of Change Nissan Infiniti LT Leasing Company Dallas, TX 75265 Bill paid prior to Certificate of Change REG 7269 31100 Motor Vehicle made by Assessor $ 58.09
Box 650214 VIN 700503 13-03-56757 / Certificate of Change Nissan Infiniti LT Leasing Company Dallas, TX 75265 Bill paid prior to Certificate of Change REG 226YZT 31100 Motor Vehicle made by Assessor $ 329.30
Gardiner, Richard C & 20 Pine Acres Drive VIN 735884 13-03-53276 / Certificate of Change Elizabeth G Property Owner Canton, CT 06019 Bill paid prior to Certificate of Change REG C94796 31100 Motor Vehicle made by Assessor $ 474.04 12-01- Malentacchi John Thomas & 16 Doyle Road 2190016/ Tori Ann Property Owner Canton, CT 06019 Overpayment 16 Doyle Road 31900 Real Estate Overpayment $ 24.00 12-01- 12 Spoon Wood Dr 12 Spoon 4910012/ Johnson, Thomas Property Owner Canton, CT 06019 Overpayment Wood Drive 31900 Real Estate Overpayment $ 18.22 410A Queen Street 12-01- Suite 247 16 Freedom 2670016/ Simone Developemtn LLC Property Owner Southington, CT 06489 Overpayment Drive 31900 Real Estate Overpayment $ 29.96
TOTAL $ 1,526.38
TOWN OF CANTON FOUR MARKET STREET P.O. BOX 168 COLLINSVILLE, CONNECTICUT 06022-0168 OFFICE OF THE CHIEF ADMINISTRATIVE OFFICER
BOARD OF SELECTMEN MEETING AGENDA SUBMISSION FORM
Town Bridge Road bridge – alternative selection Title of Submission:
January 22, 2015 Date of Submission:
January 28, 2015 Date of Board Meeting:
Individual or Entity making the submission:
George Wallace, Project Administrator
1. Action requested of the Board of Selectmen (Acceptance of gift, approval to submit grant application, approval of contract, information only, etc. Be as specific as possible with respect to the desired action of the Board.): The Individual or Entity making the submission requests that the Board of Selectmen:
1. Select an alternative from the semi-final Preliminary Structure Report [final report will include an Addendum for the 22’ width clarification for Alternate 1C.] – Bridge No. 05222 dated November 2014 – State Project No.023-0127; taking into account the input and comments received from the January 21st, 2015 Public Outreach meeting. 2. Send a letter outlining the Alternative selected to ConnDOT to: Ms. Priti Bhardwaj, P.E.; Supervising Engineer (Local Bridge Program); Connecticut Department of Transportation; ConnDOT Bridge Consultant Design Section; 2800 Berlin Turnpike; P.O. Box 317546; Newington, Connecticut 06131-7546
2. Individual(s) responsible for submission (Please include complete contact information. If requested, the identified individual(s) should be prepared to present information to the Board of Selectmen at theMs. Board Priti Bhardwaj,Meeting.) P.E. George M. Wallace,2800 Project Berlin Administrator Turnpike, P.O. Box 317546 NTownewington, of Canton Connecticut 06131-7546 4 Market Street Collinsville, CT 06022 [email protected] Phone 860-693-7855 Ms. Priti Bhard waj,
3. Summary of Submission (Include in your summary (i) relevant dates and timelines; (ii) parties involved; (iii) a description of financial terms and conditions specifically identifying the financial exposure/commitment of the Town of Simsbury; (iv) other information that will inform the Board of Selectmen’s consideration of your submission. Include any additional information in an attached memorandum.)
Note: HS7 loading is 12 tons; while HS20 and HL93 loadings are 36 tons. HS20 and HL93 are standard bridge design loads for new bridges.
4. Description of documents included with submission (All documents must be in final form and signed by the appropriate party.): The following documents are included with this submission and attached hereto:
Bridge rehabilitation alternatives.
Note, the “do nothing” alternative is not a rehabilitation alternative which is why it is not included in the above table. Preliminary Structure Report Bridge No. 05222 November 2014 State Project No. 023‐0127
Town Bridge Road over Farmington River Canton, CT
Prepared By: TranSystems Corporation 530 Preston Avenue Suite 100 Meriden, CT 06450 TSC Project: P712110001
Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission Table of Contents
1. Executive Summary 4 2. Location Map 5 3. Detour Map 6 4. Introduction 7 5. Project Purpose 7 6. Project Need 8 7. Project Area Description 8 8. Historical and Technological Significance 9 9. Existing Condition (Bridge Inspection and Field Observations) 11 10. Material Testing 13 a. Lead/PCB Testing 13 b. Bridge PIN UT Testing 13 c. Steel Coupon Testing 13 d. Steel Replication Testing 13 e. Abutment Vertical Borings 13 11. Load Capacity Analysis 14 12. Design Criteria 14 13. Alternative Analysis 15 a. Compatibility with Project Needs 16 b. Impacts to Historic Resources 16 c. Impacts to the Surrounding Environment 16 d. Right‐of‐Way Impacts 16 e. Maintenance of Traffic Impacts 16 f. Opinion of Probable Total Construction Cost 16 g. Opinion of Probable Life Cycle Cost 16 14. Discussion of Alternatives 17 Alternate N: No Build or Null Alternative 17
Alternate 1: Bridge Rehabilitation in Accordance with the Secretary of 17 Interior's Standards for Rehabilitation
Alternate 1A: Bridge Rehabilitation at Existing Roadway Width (HS7) 18
Alternate 1B: Bridge Rehabilitation at Existing Roadway Width (HS20) 18
Alternate 1C: Bridge Rehabilitation Widened to 20' Roadway Width (HS20) 20
Alternate 2: New Bridge on Upstream Alignment with 26' Roadway Width 21 (HL93); Truss Bridge restored/preserved as a Pedestrian Facility
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Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission
15. Preliminary Preferred Alternative 23 a. Permits 24 b. Bridge Removal Sequence 24 16. Cost Considerations 25
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Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission List of Figures
FIGURE DESCRIPTION PAGE NO. 1 Location Map 5 2 Detour Map 6
List of Tables
TABLE NO. DESCRIPTION PAGE NO. 1 Alternative Cost Estimation Breakdown 25
Appendices
DESCRIPTION A Sketches B Photographs C Inspection Report D Traffic Counts E Roadway Design Criteria F Test Results G Wetland Delineation H Hydraulic Analysis I Calculations J Cost Estimate
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Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission
1. Executive Summary
Existing Bridge Town Bridge over the Farmington River (ConnDOT Bridge No. 05222) was constructed by the Town of Canton in 1895 as the replacement for a wooden covered bridge at the same location. The single lane through truss, was fabricated and assembled by the Berlin Iron Bridge Company of Berlin, Connecticut. Town Bridge has entered its second century of service to the Town. It is quickly becoming one of a limited number of through truss bridges constructed in the late 1800s that is still in active vehicular use.
Scope of Rehabilitation Work Based on the 2013 inspection and evaluation of Bridge No. 05222, the bridge is both structurally deficient and structurally obsolete. Key issues to be addressed in the rehabilitation include repair of the deterioration, improve load carrying capacity, provide internal redundancy, stabilize stone abutments, improve approach profile and sightlines, and maintain original construction methods and materials. Rehabilitation and replacement alternatives are provided to determine the most prudent and cost effective method of advancement for this bridge. The alternatives studies are listed below.
N. No Build (Null Alternative) 1. Bridge Rehabilitation in accordance with the Secretary of the Interior’s Standards 1A. Bridge Rehabilitation at Existing Roadway Width (HS7) 1B. Bridge Rehabilitation at Existing Roadway Width (HS20) 1C. Bridge Rehabilitation Widened to 20’ Roadway Width (HS20) 2. New Bridge on Upstream Alignment to 26’ (HL93); Truss Bridge restored/preserved as a Pedestrian Facility
Maintenance and Protection of Traffic Town Bridge Road over the Farmington River will be closed throughout the construction period. Traffic will be detoured approximately 2 miles. Temporary access to driveways within the Town Bridge Road closure limits will be maintained throughout the project.
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Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission
2. Location Map
Bridge Location
Figure 1 – Location Map
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Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission
3. Detour Map
Figure 2 – Detour Map
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Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission
4. Introduction
The Town of Canton has identified the need to study engineering alternatives to improve the structural condition and roadway width/alignment of the Town Bridge Road Bridge (Bridge No. 05222) over the Farmington River. The bridge is located in Hartford County, Connecticut. The project study focuses on the approximate 0.6 mile segment of Town Bridge Road bounded by Powder Mill Road to the south and River Road (Route 179) to the northeast.
Town Bridge Road is a narrow two‐lane rural local road that typically runs through the steep wooded terrain of the scenic Farmington River. The area is characterized by very low‐density residential development, farming and recreation. Town Bridge was constructed by the Town of Canton in 1895 as the replacement for a wooden covered bridge at the same location. The single lane through truss, was fabricated and assembled by the Berlin Iron Bridge Company of Berlin, Connecticut. The Bridge has entered its second century of service to the Town. It is quickly becoming one of a limited number of through truss bridges constructed in the late 1800s still in active vehicular use.
The Bridge was listed in the National Register of Historic Places in 1999 and is listed with the Historic American Engineering Record, but has not been documented for inclusion in the collection of the Library of Congress. In consideration of the Town of Canton’s desire to make improvements at this crossing of the Farmington River, this report has been prepared in accordance with the requirements of Section 106 of the National Historic Preservation Act of 1966, as amended 916 U.S.C. 470 et seq. The requirements under Section 106 mandate that a determination be made of the effects that an undertaking has on a historic property. Concurrent with the Section 106 requirements, this report is also in compliance with Section 4(f) of the USDOT Act which requires documentation that there are no “prudent and feasible” alternatives to the taking or use of a historic property.
The intent of this preliminary engineering study is to evaluate appropriate methods to restore and rehabilitate the bridge in order to increase its load‐carrying capacity and to improve the safety of the crossing while complying with appropriate conservation standards and treatments for historic properties. The ultimate goal of this project will be to develop the required elements of the structural rehabilitation in such a manner that will not have an adverse effect on the historic nature of the bridge while increasing the structural capacity in accordance with minimum standards required by AASHTO/FHWA. This report summarizes the rehabilitation and or replacement options and recommends a preliminary preferred alternative.
5. Project Purpose
The purpose of this project is to study methods to address the structural deficiency and functional obsolescence of the existing bridge. The rehabilitation of the bridge will allow for
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Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission
an increase in load capacity of the bridge and possible improvement of some of the geometric and safety deficiencies of Town Bridge Road. This report is based on the findings of the latest bridge inspection performed in October 2013, material testing findings, rehabilitation plans and other records on file.
6. Project Need
In recent times, the Bridge has undergone major repairs in 1983‐84 and in 1989‐1990. The 1989‐90 repairs rehabilitated the Bridge to a 12 ton load posting. The load rating of the Bridge has been reduced several times over the years to reflect continued deterioration of the structure. The current load restriction is 7 tons for a dual‐axle vehicle and 10 tons for a tri‐axle truck. Due to the configuration of the portal bracing, the Bridge has a vertical clearance restriction of 12'‐ 4". The current Sufficiency Rating of the Bridge is 14.73 and the Priority Rating is 11.03 as listed on page 107 of the Local Bridge Program Manual Fiscal Year 2010. The Bridge is listed as eligible for Federal funding.
The paint film applied during the 1989‐90 work has reached the end of its service life and is allowing moisture to directly attack the metal work of the Bridge. This has resulted in a significant change in the rate of deterioration of the Bridge. Without intervention to arrest material deterioration and rehabilitation to strengthen structural connections and select member replacements that do not have adequate capacity, the Bridge will soon reach the end of its service life; no longer providing continued service to the community and ultimately resulting in the loss of this valuable historic resource.
7. Project Area Description
Bridge Description. Bridge No. 05222 is a 160‐foot long single span Parker1 through truss bridge having a stringer‐floorbeam framing system and corrugated metal pan deck with bituminous concrete infill. The truss is supported on full height stone masonry abutments with concrete backwalls; the bridge wingwalls are of stone masonry construction. The existing bridge has an overall length of 172‐feet and provides a 14'‐4" clear roadway width between railings. The vertical clearance is 12'‐4". The truss incorporates a mix of riveted and pinned member connections. It is complete with ornate lattice‐work railings and decorative finials.
The bridge was built in 1895 by the Berlin Iron Bridge Company and underwent a major rehabilitation in 1989. Town Bridge carries one lane of alternating direction traffic over the Farmington River in the Town of Canton, CT. The span is located approximately 0.2 miles west of River Road (Route 179) and 0.7 miles south of the Litchfield Turnpike (Route 202).
1 The Parker through truss bridge is a Pratt‐type truss having a polygonal upper chord that increases the depth of the truss toward the center where the greatest strength to support loads is needed.
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Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission
Roadway Description. The total roadway width varies at the approaches to Town Bridge; no lane line striping is present. The typical roadway width at the southern approach is 26'±; the northern approach roadway width varies between 21’ and 29’ within 300 feet of the bridge. The approach roadway narrows to a 16’ wide paved roadway before the bridge and narrows further to a limiting 14’‐4” width between W‐beam rail elements on the span.
The horizontal alignment of Town Bridge Road consists of a series of curvilinear segments (S‐Curves). The roadway generally runs parallel to the Farmington River. At the bridge approaches, the alignment at each approach is a sharp hairpin curve that brings the crossing near perpendicular to the stream alignment.
The vertical alignment on the southern approach consists of a steep near 11.0% (approx.) downgrade on a sag vertical curve from the intersection of Powder Mill Road and crosses the river on a slight crest vertical curve. The northern approach consists of a series of crests and sags and a steep climb (approximately 14.1%) to reach the north abutment of the bridge.
Town Bridge has alternating one‐way traffic controlled by a stop sign on the south approach where motorists must yield the right of way to southbound traffic. There is a yield sign on the north approach. Due to the sharp vertical curve on the north approach, combined with a sharp horizontal curve, sight distance is limited to approximately 100’ with the horizontal sight distance controlling (limited by the truss).
Traffic. The estimated Average Daily Traffic (ADT) for Town Bridge Road at the project location is 593 vehicles (bi‐directional) based on data collected during a 7‐Day Automatic Traffic Recorder Count in 2013 (Refer to Appendix D).
8. Historical and technological Significance
Town Bridge Road Bridge is one of two surviving pin‐connected Parker through truss bridges in the state, but its historic and technological significance far exceeds it being a rare example of its truss type. It has been recognized as one of the most interesting records of metal truss bridges in the state for the historic context and the development and eventual design standardization. With its combination of idiosyncratic details and standardized components typical of the period, the bridge chronicles the technological advances in a host of areas from metallurgy to the transition from pinned to rigid field connections and the very development of the profession of structural engineering. The Bridge is listed on the National Register of Historic Places and included in the Connecticut Historic Bridge Inventory.
Town Bridge was built for the Town of Canton in 1895 by the Berlin Iron Bridge Company, the most prominent in‐state bridge fabricating company of its day. The bridge has characteristic details developed by consulting engineer J.E. Buddington (1853–1931), an 1877 graduate of Yale’s Sheffield Scientific School, who had a long career in bridge design. As one of three Parker through truss bridges built in the area between between1892 and
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Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission
1895 and designed or attributed to the long‐time railroad engineer J. E. Buddington, Town Bridge and two Simsbury bridges provide a rare record of the mid‐1890s advances in design and understandings about building strong and cost‐effective bridges. Each of the three has differences in how members are constructed and connected with Town Bridge, illustrating how standardized details proved more effective than the idiosyncratic concepts Buddington used on the two bridges in Simsbury.
Town Bridge owes its basic design to Buddington, but since it was fabricated and erected by a well‐established company, it is more traditional of mid‐1890s highway bridge construction except for the lower chords and use of riveted (rigid) field connections for verticals and floorbeams; details that can be attributed to Buddington and are reflective of emerging design theory and technology. Portable pneumatic riveting equipment was being perfected during the 1890s, making it possible to drive rivets in the field, thus facilitating the transition from pinned to riveted panel point connections. Metal truss bridges provided the cost effective, permanent and strong crossings vital to improving the highways and byways that contributed so significantly to economic development and changes to the urban and rural landscape prior to World War I and represent one of the most important technological advances of the second half of the nineteenth century.
When the Berlin Iron Bridge Company fabricated Town Bridge, it replaced Buddington’s “old‐fashioned” details with “standardized” ones typical of the period, like verticals and diagonals composed of toe‐out channels with lacing and floorbeams connected at the lower panel points. The company retained the rigid‐design of the lower chords instead of using eyebars; and framed the floorbeams into the bottom portion of the verticals using rivets to achieve the same stiff design.
Another significant feature of Town Bridge is the preservation of its superb aesthetic detailing – a hallmark of the Berlin Iron Bridge Company. With its Eastlake‐style cresting and lattice railings with cast iron bosses, robust finials atop each hip panel, radiating pattern strap work fills at the portal knee braces, and one remaining cast iron railing end post, the bridge presents as complete an array of period decoration as any pin connected through truss bridge in the nation. The portal detailing, which is particularly choice, is also remarkably complete. The railing and finial design are trademarks of the Berlin Iron Bridge Company and are found on other middle 1890s bridges.
Distinguishing Characteristics of Town Bridge. To assist with developing rehabilitation options and assessing the effects on the historic truss bridge, the following features are considered to be distinguishing characteristics that are important to preserve in order to maintain historic significance.
The overall proportions associated with a Parker design through truss span, including the placement and shape of the members, like the slope of the upper chord and the alignment of the portal brace on the inclined end posts.
All aesthetic detailing, like the finials, cresting, knee braces, railings, and the remaining
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Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission
railing endpost.
Type of connections; pins or rivets. A high strength buttonhead bolt is an acceptable replacement for a rivet.
Idiosyncratic details like the design of the lower chord. Such details should not be altered nor should the method of connection for in‐kind replacement material or members.
How the truss members are composed and how loads are transferred back to the ground (load path).
The rehabilitated stone abutments with flared wingwalls have associative significance. They are the appropriate period detail.
There are many members that are not distinguishing characteristics. They include the deck, stringers, and floorbeams and the strength of material. It is acceptable to replace wrought iron with steel, but all wrought iron should be salvaged and securely stored to support other restorations/rehabilitations of historic structures. The welded repairs are not distinguished.
9. Existing Condition (Bridge Inspection and Field Observations)
TranSystems personnel performed an in‐depth inspection of Bridge No. 05222 on October 21‐22, 2013. The bridge was found to be in Serious Condition (National Bridge Inspection Standards‐ NBIS condition rating of "3"). The inspection objective was to provide a detailed field evaluation of the overall condition of the structure. Findings were compared to previous inspections and general bridge dimensions were verified. The inspection also included verification of member sizes, observation of critical connection details and evaluation of rehabilitation concepts.
Deck. The deck is in good condition (rated "7"). The deck consists of a bituminous‐ concrete filled galvanized corrugated metal deck. The deck exhibits areas of heavy rust at end dams and there are areas of light rust in the fascia overhang areas at scupper pipes. The bituminous overlay exhibits longitudinal, transverse and map cracks that are up to 3/4" wide, areas of uneven bituminous patches and moderate raveling throughout. There are isolated potholes up to 3' long x 1' wide x 1" deep. The compression seal deck joint at the south abutment has tears up to 21" long, plow damage to the steel extrusion, and there is a 1/2” vertical misalignment between the concrete header and the approach pavement. The backer bar at the eastern side of the south deck joint has fallen down due to deteriorated/broken anchor screws on the underside. The paved over north abutment deck joint has areas of raveling, deteriorated patches and extensive cracking. There is evidence of leakage at the underside of both deck joints. There are galvanized steel curbs/splash guards at the edge of the deck. The ornamental bridge railing along both fascias exhibits minor impact damage with scrapes and bent/broken lattice bars with areas of heavy rust
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Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission
and up to 100% section loss. There are 4" diameter PVC scupper pipes along both curb lines. The pipe supports that connect the pipes to the truss bottom chords are severely deteriorated at most locations.
Superstructure. The superstructure is in serious condition (rated "3"). The trusses with wrought iron eyebars have areas of active corrosion, pack rust, painted over pitting and isolated perforations. The vertical truss members have up to 20% section loss in the gross cross sectional area; concentrated at the lower nodes primarily at the clip angle connection to the floorbeams (East Truss U6L6 at L6). The bottom chords have section loss up to 26.5% in the gross cross sectional area; concentrated at the nodes, scupper locations, and metal beam rail post connections (West Truss at node L5). The top chord exhibits material section loss but this is less severe in comparison to the bottom chord condition.
The Stringer 4 web at Floorbeam 7 is buckled out‐of‐plane 1/4” over the full height. The stringer end portions at both abutments exhibit areas of painted over pitting and areas of heavy rust with material section loss up to 28% on the flanges (Stringer 7 @ 1/3 of panel span). The floorbeams typically have deterioration at the ends surrounding the clip angle connection to the vertical truss member. Floorbeams typically have areas of material section loss that is painted over; the paint system is failing and active corrosion is common. The maximum floorbeam section loss is 19% in the web (Floorbeam 8 near East Truss) and 5% in the flanges near midspan.
The truss bearings have up to ¾” thick impacted rust between shoe plates and truss chord channels. The expansion bearings (south abutment) show evidence of normal movement. The sliding expansion stringer bearings at the south abutment have peeling paint and isolated laminated rust; some bearings are missing keeper plates and show no evidence of movement. The fixed stringer bearings at the north abutment have random rusted off anchor bolts and several anchor bolts with section loss up to 50%.
Substructure. The substructure is in satisfactory condition (rated "6"). The stone masonry abutment stems and wingwalls exhibit up to 25% cracked, loose and missing mortar with up to 8" deep penetration between stones. The south abutment stem along the waterline and ends of the northeast and northwest wingwalls has minor voids up to 1' deep between the stones. The southwest reinforced concrete wingwall exhibits moderate scaling; the wall is tipped outward up to 2" over the full height at the south abutment interface. The north abutment concrete backwall has severe scaling with deteriorated concrete along the top edge in Bays 3‐6.
Channel. The channel is in good condition (rated "7"). Channel flow is directed toward the south abutment. The stone rip‐rap protection placed along the south abutment appears to be stable. Based on drop‐line measurements, there are minor changes in the channel depth at the bridge compared to a previous inspection dated 2008.
Approaches. The approach roadway is in satisfactory condition (rated "6"). Metal beam
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Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission
approach rails at all four corners of the bridge have minor impact damage with small dents and scrapes throughout. There are areas of light pavement raveling and random longitudinal and transverse cracks open to 1" wide. There are cracked and uneven patches in localized areas. The pavement along the north abutment deck joint is slightly heaved and has plow scrapes.
Vertical Clearance. The minimum vertical clearance over the bridge roadway occurs at the south end of the bridge. The minimum clearance measured at the time of this inspection was 12'‐8" to the portal knee brace at the southwest curb line. The clearance to the south portal at the center of the roadway is 14'‐2" and 13'‐11" to the bottom on the posting sign.
10. Material Testing
a. Lead/PCB Testing On October 10, 2013 lead paint and PCB testing was completed by Thielsch Engineering. The samples contained total lead results of 14,200 and 17,100 milligrams per kilogram wet or parts per million (ppm). Based on the Environmental Protection Agency's Resource Conservation and Recovery Act TCLP Standard, total lead over 100 ppm is considered hazardous waste. The results of the PCB testing were 0.112 ppm, which is considered non‐detectable (see Appendix F).
b. Bridge Pin UT Testing On October 30, 2013, all the truss pins on the bridge were inspected by Team Industrial Inc. using a straight beam ultrasonic testing method. All pins were found to be free of measurable indications (see Appendix F).
c. Steel Coupon Testing On November 20, 2013 steel coupons were collected by Thielsch Engineering. There were two (2) steel coupons extracted from the bridge structure. Chemical analysis and tensile tests were performed on both samples; the samples meet the tensile requirements and chemical composition of ASTM A36, ASTM A572 Gr 42 and ASTM A709 Gr 36 except for phosphorus content (see Appendix F).
d. Steel Replication Testing On November 15, 2013 eyebar replication testing was completed by Thielsch Engineering to determine the composition of the truss eyebars (steel or wrought iron). Two areas were ground, polished, etched with 2% nital then examined with an optical microscope to determine the microstructure. The sample microstructure consisted of a ferritic matrix with numerous longitudinal inclusions, typically found with wrought iron material as shown in the photomicrograph in Appendix F.
e. Abutment Vertical Borings On May 22, 2014 vertical borings of the abutments were taken to determine the abutment foundation conditions and soil characteristics in the vicinity of the existing
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Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission
bridge. Four borings were taken at the existing abutment locations, including two vertical coring's through the abutment stem to determine interior rock quality and identify the bottom elevation of the foundation. In order to establish the slope of the existing abutment backwall, two vertical probes were also taken (see Appendix F).
11. Load Capacity Analysis
The bridge is currently posted for 7 tons (single unit trucks) and 10 tons (semi‐trailer trucks). The Connecticut Department of Transportation’s (ConnDOT) latest bridge inventory rating is 10 Tons for an HS20 Vehicle. As part of this evaluation, all members of the bridge were analyzed to determine their load carrying capacity for the current (as‐ inspected) condition. Member capacity was also calculated for each proposed rehabilitated/replaced condition developed for the various alternatives analysis. Based on the 1895 year of construction and 2013 material testing, the properties used in the load capacity analysis are as follows:
Wrought Iron Eyebars: Fy= 26 ksi
Original Structural Steel: Fy = 36 ksi (Trusses, verticals, diagonals, floorbeams)
Rehabilitated Steel: Fy = 50 ksi (Stringers and floorbeam coverplates)
Member capacities were determined using HS7 truck loading for Alternate 1A, HS20 truck loading for Alternate 1B & 1C and HL93 truck loading for Alternate 2. Truck loadings were chosen based on the minimum loading requirements for historic structures, AASHTO Standard Specifications and AASHTO LRFD Specifications. See Appendix I for calculations.
Figure 1 – AASHTO HL93 Truck Design Load
12. Design Criteria
Roadway Design Criteria. In order to provide comparison between various rehabilitation and replacement alternatives for the Town Bridge study, design criteria were first established based on the characteristics and usage of the roadway. Functional classification is the grouping of highways by the character of service provided and is central to the development of design standards. Town Bridge Road is classified as a "Rural Local Road (Open Density)". Local roads are intended to provide access to residences, farms,
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Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission
businesses, and are not typically intended to serve through traffic. Design criteria will utilize ConnDOT Highway Design Manual (HDM‐2003) guidelines as well as AASHTO standards for Geometric Design.
The HDM‐2003 recommends a travel lane width of 10' for Rural Local Roads having AADT between 400‐1500. Further, shoulder widths of 2' to 4' are recommended. Based on the adjacent roadway segment of Town Bridge Road, south of Powder Mill Road, a 25 mph2 design speed is selected as the proposed design speed for the evaluation of alternatives.
The design parameters recommended for this project are listed below. A comparison of the proposed alternate roadway design elements for new construction, with the current Design Standards specified in the HDM‐2003, is included in Appendix E:
2013 Traffic Volume: 593 vehicles per day Design Classification: Rural Local Road Design Speed: 25 mph Posted Speed: NA Travel Lane Width: 10 feet Shoulder Lane Width: 2 ‐ 4 feet Travel Lane Cross Slope: 1.5 ‐ 2% Shoulder Cross Slope: Same as adjacent travel lane Minimum Radius: 190 feet Minimum and Maximum Grade: 0.5% and 11% Stopping Sight Distance: 155 feet Minimum Vertical Clearance: 14'‐3"
Bridge Design Loading. The proposed bridge will be designed in accordance with the AASHTO LRFD Bridge Design Specifications, 5th Edition, 2010 with 2013 Interim Revisions for HL‐93 loading, as supplemented by the Connecticut Department of Transportation Bridge Design Manual, 2003 with latest revisions.
13. Alternative Analysis
The alternatives analysis section documents the development of alternate schemes to address the project need based on a set of proposed design criteria. A comparative evaluation is made assessing the merits of each alternative relative to compatibility with project need, environmental impacts, permitting requirements, right‐of‐way takings, cost effectiveness and public acceptability. The “No Build” or “Null” alternative is used as a baseline for the evaluation. The comparison of the alternatives is presented in a Summary Matrix. The report concludes with a recommendation of a preliminary preferred alternative.
2 ConnDOT, 10/01/2010, Canton Approved Town Road Speed Limits, Retrieved: 12/16/2013, http://www.ct.gov/dot/lib/dot/documents/dstc/townspeeds/canton.pdf
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Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission
The alternatives studied in this section, as listed below, consider various courses of action for the Town Bridge Road Bridge. It is noted, that a goal of this project has been to develop the required elements of structural rehabilitation and safety in a manner that will not have an adverse effect on the historic bridge. To this end, Alternatives 1A, 1B, 1C and 2 were developed to avoid the loss of the Section 4(f) property (Town Bridge).
N. No Build (Null Alternative) 1. Bridge Rehabilitation in accordance with the Secretary of the Interior’s Standards 1A. Bridge Rehabilitation at Existing Roadway Width (HS7) 1B. Bridge Rehabilitation at Existing Roadway Width (HS20) 1C. Bridge Rehabilitation Widen to 20’ Roadway Width (HS20) 2. New Bridge on Upstream Alignment with 26’ Roadway Width (HL93); Truss Bridge restored/preserved as a Pedestrian Facility
Constraints that influence the viability of alternative solutions for improvements of the Town Bridge Road crossing include the Section 4(f) property that is currently identified as Bridge No. 05222, itself. Other potential Section 4(f) properties may include the surrounding scenic areas of the Farmington River. Impacts to sensitive environs associated with freshwater wetlands, aquatic resources, threatened & endangered species, open‐space, et al. will also influence the comparison of alternatives. Right‐of‐way availability, cost efficiency as well as temporary impacts of construction/detour are also considerations in the evaluation of alternatives.
Evaluation Criteria. A summary decision matrix comprised of several diverse evaluation criteria is utilized in the assessment of each alternative. Employing this comparison technique, the feasibility and effectiveness of each alternative is revealed. The Alternatives Analysis Summary Matrix of the studied alternatives is located immediately following the discussion of alternatives. The assessment for each alternative includes consideration of the following evaluation criteria:
a. Compatibility with Project Needs. This criterion considers whether the alternative addresses the project needs either partially or entirely. This criterion applies to both bridge structural upgrades (Structural Deficiencies) and improvement to Town Bridge Road and Bridge geometric deficiencies (Functionally Obsolete).
b. Impacts to Historic Resources. This criterion examines the degree of impact of an alternative on the existing bridge listed on the National Register of Historic Places. c. Impacts to the Surrounding Environment. This criterion considers the level of impact of an alternative on the natural surroundings i.e. wetlands, rare and endangered species, parklands, etc. A listing of anticipated permits is included.
16
Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission
d. Right‐of‐Way Impacts. This criterion discusses the right‐of‐way takings and easements that will be necessary to construct the alternative under consideration.
e. Maintenance of Traffic Impacts. This criterion examines the impact of maintenance of traffic and or detour, including the estimate of construction duration, needed to complete construction for each alternative.
f. Opinion of Probable Total Construction Cost. This criterion considers the costs of initial construction and right‐of‐way acquisition for each alternative. The estimate includes the expenditure for a qualified contractor to build the proposed improvements including estimated right of way costs. Estimated right‐of‐way acquisition is provided in terms of number of parcels impacted.
g. Opinion of Probable Life Cycle Cost. This criterion discusses the life cycle cost, the expenditures associated with maintaining a structure over a period of time. For this study, the life cycle cost for each alternative will be established for a useful life of seventy‐five (75) years based upon year 2014 dollars. The life cycle cost is determined by assuming the frequency of maintenance repairs and major rehabilitation actions. A less expensive initial construction cost does not necessarily equate to a less costly alternative when the life cycle of the bridge is considered.
14. Discussion of Alternatives
Alternate N: No Build or Null Alternative.
The No Build alternative, or “doing nothing”, presumes that the existing bridge will remain in service with routine maintenance work and priority/flag condition–prompted repairs until it is rehabilitated or replaced in the future. As such, this alternative establishes a baseline for comparison with other rehabilitation or replacement options. In its present physical condition, left unattended with only routine maintenance and priority/flag condition repairs, the bridge is presumably capable of providing continued uninterrupted service for another five (5) years without a significant undertaking. This time frame was established considering the past frequency of major rehabilitation projects, the present physical condition of the bridge, and the other project needs.
a. Project Needs Compatibility. Alternative N does not meet the project needs given that the physical condition of structural components will not be improved. Bridge members with insufficient structural capacity will not be strengthened or replaced and the vehicle weight limit restrictions will remain. Existing and future transportation demands will not be met as the bridge roadway width and the adjacent approach roadways will not be improved and existing geometric deficiencies will remain. Adequate safety features including bridge and approach railings will not be provided. This alternative is not feasible and prudent since it does not address the project needs.
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Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission
b. Historic Resources Impacts. Several of the existing bridge elements have already been impacted by physical deterioration. Without repair, the structure will be prone to damage due to continued material deterioration and hopes of a meaningful rehabilitation will be greatly diminished.
c. Environmental Impacts. There will be no environmental impacts or permits associated with this alternative.
d. Right‐of‐Way Impacts. There will be no right‐of‐way takings.
e. Maintenance of Traffic Impacts. Not applicable.
f. Opinion of Probable Total Construction Cost. $0. There are no construction costs or right‐of‐way acquisition costs associated with this alternative.
g. Opinion of Probable Life Cycle Cost. The cost of maintaining the bridge over the next five (5) years in 2014 dollars is estimated to be $50,000. This cost presumes that the bridge will be replaced in 2018.
Alternate 1: Bridge Rehabilitation in Accordance with the Secretary of the Interior’s Standards for Rehabilitation
This alternative considers the rehabilitation of the bridge in accordance with the Secretary of the Interior’s Standards that is defined as follows:
“Rehabilitation” is defined as “the process of returning a property to a state of utility, through repair or alteration, which makes possible an efficient contemporary use while preserving those portions and features of the property which are significant to its historic, architectural, and cultural values.”
As stated in the definition, rehabilitation assumes that at least some repair or alteration of the potentially historic bridge will be needed in order to provide for an efficient contemporary use; however, these repairs and alterations must not damage or destroy materials, features, or finishes that are important in defining the structure’s historic character. The intent of this alternative is to retain integrity and avoid adverse effects to the existing bridge under Section 106 and use of the structure under Section 4(f).
Alternate 1A: Bridge Rehabilitation at Existing Roadway Width (HS7) Alternate 1B: Bridge Rehabilitation at Existing Roadway Width (HS20)
This alternative is the sensitive rehabilitation of Town Bridge in the existing configuration and alignment that will provide a minimum increase of HS7 Loading (12.6 tons) (Alternate 1A) to provide functional adequacy. An evaluation of the existing structure was preformed to identify the work required to attain a minimum capacity of HS7 Loading, as well as the
18
Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission
work necessary to provide an increase to HS20 Loading (36 tons) (Alternate 1B) capacity. The improvement in load carrying capacity would be dependent upon the maximum extent of repairs that is prudent and feasible without adversely affecting the historic nature of the bridge. The current 14'‐3" clear bridge width and 12’‐4” vertical clearance will be maintained. Elements of the rehabilitation include full replacement of the bridge deck, floorbeams, vehicular railing system, and bridge truss and stringer bearings. The existing stringers will be replaced and the stone and concrete abutments and wingwalls repaired, as needed. The existing steel trusses with wrought iron eyebars will be carefully dismantled, appropriately marked and cataloged prior to delivery to a qualified fabrication shop. The truss components will be cleaned, including lead paint removal, rehabilitated and duplex coated with paint over galvanizing off site, before being reassembled at the bridge site.
a. Compatibility with Project Need. This alternative partially meets the project need as deteriorated, low capacity members will be strengthened, replaced and/or repaired as needed, to increase the load carrying capacity of the span to provide functional adequacy. This alternative maintains the existing bridge and roadway configurations. There will be no improvement to the geometric elements that are substandard; the bridge will remain as a one‐lane structure with alternating two‐way traffic. Vertical clearance at the bridge remains substandard. There will be no improvement to approach roadway alignment.
b. Impact on Historic Properties. This rehabilitation alternative was developed to avoid adversely affecting the 1895 Town Bridge Road Bridge. Distinguishing characteristics of the truss, lattice railing and aesthetic details will be appropriately restored; connection details for replacement members will be made in a compatible manner. There will be no visible changes to the truss lines. All proposed work will be in conformance with The Secretary of the Interior’s Treatment for Historic Properties. The historical and technological significance of the bridge and the aspects of integrity that qualify it for the National Register of Historic Places will not be changed.
c. Environmental Impacts. There will be no environmental impacts associated with this alternative as the work will be completed within the footprint of existing bridge. In addition to normal environmental best management practices, any work by the contractor on the structural steel would require proper measures to prevent lead paint from entering the river or upland areas. Work adjacent to the stream to repair and repoint stone masonry walls is minimal and there will be no impact to the existing floodplain of the Farmington River. The DEP Natural Diversity Data Base indicates that a state species concern for the Wood Turtle occurs in the vicinity of this project. The anticipated permits are listed in Section 15a of this report.
d. Right‐of‐Way Impacts. There will be no permanent right‐of‐way impacts with this alternative. Temporary easements will likely be required during construction.
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Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission
e. Maintenance of Traffic Impacts. The bridge and roadway will be closed and traffic detoured for the duration of construction. The estimated duration is 10 Mos.
f. Opinion of Probable Total Construction Cost. $2,560,000 (HS7 Loading) (Alternate 1A) $2,860,000 (HS20 Loading) (Alternate 1B)
g. Opinion of Probable Life Cycle Cost. The cost of maintaining the bridge over the next seventy‐five (75) years in 2014 dollars is estimated to be $175,000.
Alternate 1C: Bridge Rehabilitation Widened to 20’ Roadway Width (HS20)
This alternative is the rehabilitation of Town Bridge in a widened configuration on the existing alignment or footprint that will provide an increase to HS20 (36 ton) load capacity. This alternative consists of restoring or replacing all deteriorated steel members, as needed. The trusses will be spread apart by 5’‐9”± (22’‐9” c/c Truss Lines) and two new stringer lines added to provide a minimum 20‐foot clear bridge width. Replacement of the deck and floorbeams will be included (similar to Alt. 1A). All upper and lower truss bracings will be replaced due to the widening; replacement connections will be compatible with the original design. There will be a new vehicular bridge railing system and bridge bearings. The aesthetic details and lattice railings will be preserved to the fullest extent possible. The existing stone and concrete abutments and wingwalls will be modified to accommodate the widening of the bridge roadway and new truss bearing seats. The existing steel trusses with wrought iron eyebars will be carefully dismantled, appropriately marked and cataloged prior to delivery to a qualified fabrication shop. The truss components will be cleaned including lead paint removal, rehabilitated and duplex coated with paint over galvanizing off site, before being reassembled at the bridge site.
a. Compatibility with Project Need. This alternative meets the project need as deteriorated, low capacity members will be strengthened, replaced and/or repaired as needed, to increase the load carrying capacity of the span to HS20. This alternate provides improvement to the narrow existing bridge width to accommodate two‐way traffic. Vertical clearance at the bridge will be increased. Minor approach roadway and profile improvement will be made for consistency with the bridge widening.
b. Impact on Historic Properties. This rehabilitation alternative was developed to maintain the distinguishing characteristics and the overall proportions associated with a Parker design such as the slope of the upper chord and the alignment of the portal brace on the inclined end posts. The lattice railing and aesthetic details will be appropriately restored to the fullest extent possible; connection details for replacement members will be made in a compatible manner. There will be moderate visible change to the truss lines that will be spread apart by less than 6‐feet. This widening will increase the loads in the truss top chord and vertical members by up to 60%. In order to increase the load carrying capacity of the bridge to the required strength, more than half
20
Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission
of the members will require complete replacement or extensive repairs. All proposed work will be in conformance with The Secretary of the Interior’s Treatment for Historic Properties. The historical and technological significance of the bridge and the aspects of integrity that qualify it for the National Register of Historic Places will be maintained to the fullest extent.
c. Environmental Impacts. There will be minor environmental impacts associated with this alternative as the work will be completed along the same footprint of existing with minor widening. In addition to normal environmental best management practices, any work by the contractor on the structural steel would require proper measures to prevent lead paint from entering the river or upland areas. Work adjacent to the stream is necessary for reconstruction of the wingwalls to facilitate the widening of each abutment. There will be an impact to the existing floodplain of the Farmington River based on the placement of fill within the floodplain. The DEP Natural Diversity Data Base indicates that a state species concern for the Wood Turtle occurs in the vicinity of this project. The anticipated permits are listed in Section 15a of this report.
d. Right‐of‐Way Impacts. There will be no permanent right‐of‐way impacts with this alternative. Temporary easements will like be required during construction.
e. Maintenance of Traffic Impacts. The bridge and roadway will be closed and traffic detoured for the duration of construction. The estimated duration is 15 Mos.
f. Opinion of Probable Total Construction Cost. $3,700,000.
g. Opinion of Probable Life Cycle Cost. The cost of maintaining the bridge over the next seventy‐five (75) years in 2014 dollars is estimated to be $225,000.
Alternate 2: New Bridge on Upstream Alignment with 26’ Roadway Width (HL93); Truss Bridge restored/preserved as a Pedestrian Facility
This alternative involves the construction of a new bridge upstream on an improved roadway alignment. The existing historic truss will be rehabilitated as per Alternate 1A, and remain in place as a pedestrian facility.
The new alignment will improve the geometry by connecting at the intersection of Powder Mill Road and Town Bridge Road, then proceeding directly across the Farmington River on a skew and touch down at a location near the current north abutment. The new alignment will require a significantly longer bridge, approximately 400 feet in total length. The most feasible and cost effective option for the new bridge is a multi‐span girder type bridge. The new bridge will provide a 26‐foot minimum roadway width and full legal load capacity (HL93).
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Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission
Alternative 2 will have approximately 925 feet of new approach roadway. The proposed horizontal alignment will seek to eliminate the existing sharp hairpin curvature at approaches to the bridge and provide a long tangent section from Powder Mill Road across the proposed bridge connecting to the exiting alignment with a 395’ radius curve. The proposed horizontal and vertical alignment will be designed to current design criteria for a 25 mph design speed. This alternative will result in fill material being placed below the 100 year flood elevation, warranting further evaluation of the potential impacts to the floodway. The existing driveway serving the Munroe property on the south side of the river would be extended along the existing Town Bridge Road alignment to meet the proposed roadway near the intersection with Powder Mill Road. The proposed location shown on the Roadway Plan has been evaluated and selected to meet intersection sight distance criteria for 25 mph. The work requires the closure of the bridge for the duration of the project.
a. Compatibility with Project Need. This alternative meets the project need as the new multi‐span/multi‐girder bridge will be designed in accordance with all AASHTO LRFD design standards providing HL93 capacity and meeting all geometric and safety standards. Further, this alternative includes preservation of the existing historic truss, in‐place as a pedestrian facility.
b. Impact on Historic Properties. This rehabilitation alternative will result in no adverse effect to the 1895 Town Bridge Road Bridge as preservation of the existing bridge is included. The overall proportions associated with a Parker design as well as the distinguishing characteristics will be maintained and properly restored in accordance with The Secretary of the Interior’s Treatment for Historic Properties.
c. Environmental Impacts. There will be significant environmental impacts associated with this alternative for the work to construct a new alternate roadway alignment and bridge. Work adjacent to the stream is necessary for the new construction upstream. This alternative will require the greatest degree of new fill in the floodplain and regulatory permitting is expected to be extensive. The DEP Natural Diversity Data Base indicates that a state species concern for the Wood Turtle occurs in the vicinity of this project. The anticipated permits are listed in Section 15a of this report.
d. Right‐of‐Way Impacts. There will be significant right‐of‐way impacts (greatest of all alternatives) associated with this alternative. It is estimated that 3 properties are impacted, totaling approximately 42,830 ft² or .98 Acres. Temporary easements are likely to be required for construction access.
e. Maintenance of Traffic Impacts. The bridge and roadway will be closed and traffic detoured until the existing historic truss is rehabilitated as per Alternate 1A. Once rehabilitated, the roadway will reopen until the upstream bridge is complete allowing the historic truss to remain as a pedestrian facility. The estimated duration is 24 Mos.
f. Opinion of Probable Total Construction Cost. $10,190,000 (HL93).
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Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission
g. Opinion of Probable Life Cycle Cost. The cost of maintaining the bridge over the next seventy‐five (75) years in 2014 dollars is estimated to be $675,000.
15. Preliminary Preferred Alternative
In summary, Alternate 1B: Bridge Rehabilitation at Existing Roadway Width to HS20 capacity (36 tons), provides the most comprehensive solution, overall value and benefit, and is recommended for the rehabilitation of Bridge No. 05222. The widening alternatives that reuse the existing trusses are not prudent and feasible due to the extensive amount of member replacement required. As a result, this would adversely affect the historic nature of the bridge. The remaining alternatives suggest full replacement of the existing structure and would come at extreme costs.
Alternate 1B will replace all deteriorated steel within the single span truss bridge to provide functional adequacy and repair the substructure as needed. The distinguishing characteristics of the truss, lattice railing and aesthetic details will be appropriately restored to the fullest extent with no visible changes to the truss lines.
There are no permanent right of way impacts as this alternative maintains the existing bridge and roadway configurations. The bridge will be rehabilitated within the existing footprint and all normal environmental best manage practices will be taken to minimize any environmental impacts.
Although the bridge and roadway will be closed and traffic detoured for the duration of construction, this alternative provides the quickest return to service when compared to the other alternatives. Once rehabilitation is complete, this bridge structure will provide an estimated 75‐year service life, with minimum future maintenance costs.
Preservation Recommendations:
In light of the historical and technological significance of the bridge, preservation is being studied. Any proposed action that would have an adverse impact, like removing it or significantly modifying the original design, would need to be meticulously documented to support the conclusion that there were no other prudent or feasible alternatives. There are a variety of conventional and cost‐effective treatments to address structural deficiencies on metal truss bridges and that conform to The Secretary of the Interior’s Standards for Rehabilitation.
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Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission
a. Permits Due to potential impact, the following permits will be required: Local Inland Wetlands USACOE CAT II General Permit CT DEP (may not be needed) Flood Management Certification (State MOU Process) Coordination with DEP Biodiversity
b. Bridge Removal Sequence
The bridge is required to be taken off site for cleaning, repainting, and galvanizing. Wetlands surrounding the bridge will necessitate all work to be done at the roadway level. The truss will be removed segmentally by jacking the bridge at the abutments, stabilizing the bridge with a crane located at the north approach, and pulling the truss sequentially over at the south approach. The proposed removal sequence is as follows (See Appendix A): The wearing surface, deck, MBR and stringers will be removed. The north and south approaches will require site preparation. The north approach will be excavated to allow the crane to sit on a level surface and to decrease the earth pressure on the abutment. The south approach will be leveled for the use of the removal skid. A temporary diagonal strut will be installed between Panel points L2‐L3 and L4‐L5 to accommodate for sequential disassembly. The bridge will be jacked to the elevation of the rollers with two jacks at each abutment. Panel point L8 & L9 at the north end of the bridge will be secured to the crane. Panel point L2 & L3 at the south end of the bridge will be secured to the crane. The bridge will be lifted a nd pulled from the south end onto the removal skid. Truss panel point L0 to L2 will be disassembled. Panel point L4 & L5 at the south end of the bridge will be secured to the crane. The truss will be pulled over the removal skid, and the truss will be disassembled at the next two panel points. This process will be repeated until entire structure is disassembled.
The proposed reinstallation sequence is as follows (See Appendix A): Truss panel points L8 to L10 will be assembled. Panel point L9 will be secured to the crane and the truss will be pushed over the removal skid.
The next segment will be assembled (L7 to L8). This procedure will be repeated until the entire bridge is constructed.
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Town Bridge Road over Farmington River Rehabilitation Studies Report Canton, CT Final Submission 16. Cost Considerations
The appendices include the itemized construction cost estimates for each of the studied alternatives. The estimates summarized in the table below consider highway and bridge work items. See Appendix J.
Estimated
Rehab. Alternative Construction Costs 1A. Bridge Rehabilitation at Existing Roadway Width (HS7) $ 2,560,000
1B. Bridge Rehabilitation at Existing Roadway Width (HS20) $ 2,860,000
1C. Bridge Rehabilitation Widen to 20’ Roadway Width (HS20) $ 3,700,000
2. New Bridge on Upstream Alignment with 26’ Roadway $ 10,190,000 Width (HL93)
Table 1 – Rehab. Alternative Cost Estimation Breakdown
25
APPENDIX A SKETCHES
U4 U5 U6 U3 U7 U2 U8 U1 U9 " 0 - ' " 6 0 - 2 ' 9 1
L0 L1 L2 L3 L4 L5 L6 L7 L8 L9 L10
10 PANELS @ 16'-0" = 160'-0"
{ EXP BEARING { FIXED BEARING SOUTH ABUTMENT NORTH ABUTMENT
EXISTING ELEVATION-EAST TRUSS LEGEND EAST ELEVATION SHOWN, WEST OPPOSITE HAND 2"~ PIN
3"~ PIN AT BRGS
EYEBAR
TOWN OF CANTON REHABILITATION OF BR. NO. 05222
TOWN BRIDGE ROAD DRAWING: DATE: 7/2014 DRAWN:SAD OVER FARMINGTON RIVER 1 DESIGNER: JLS CHECKER: JBM 12"X‚" •
C6X8.2 C10X15.3 LACING
LACING L A C I R { T
E LACING L3•X2•X‚ T U M O M
DIAGONAL & VERTICAL TOP CHORD LONGITUDINAL Y B BRACING S A
2"~ PIN U3 U4 U5
U2 V
D E I R
U1 A T S S G I
Q Q O C
U U N A
A A L S A R Q R L E E U
A E E R Y Y E E E
B B E Y A A LONGITUDINAL BRACING E R R B S S A R 2 2 S - - 2 1 1 - ‚ „
1 " … "
"
3"~ PIN
L0 L1 L2 L3 L4 L5
10"X•" • L2•X2•X‚ 10"X•" • L2•X2•X‚
C6X10.5 LEGEND
2"~ PIN BOTTOM CHORD BOTTOM CHORD L0-L3 WEST TRUSS EAST TRUSS & EXISTING TRUSS MEMBERS 3"~ PIN AT BRGS L3-L10 WEST TRUSS
TOWN OF CANTON REHABILITATION OF BR. NO. 05222
TOWN BRIDGE ROAD DRAWING: DATE: 7/2014 DRAWN:SAD OVER FARMINGTON RIVER 2 DESIGNER: JLS CHECKER: JBM L A C I R { T
E LACING T U L3•X2•X… WEST TOP CHORD M O L4X3X… (TYP) M Y B
L3x2x‚ (TYP) S A E E
E S S
M T M R R
A A A E E
L I R R D G G V V
A G
F E F G N N N T S S
I I I N M
R I C N N
Y R Y NORTH & SOUTH C E A C C A A O A A A T R A A P D R B R R PORTAL N R R
N W I W B T T
E B B S S S P S S
P P P S O O T O 5"X‚" • T O R O O
R C T T C
L2X2X‚ L0 U1 U2 U3 U4 U5
EAST UPPER CHORD TOP TRANSVERSE BRACING EXISTING FRAMING MEMBERS (UPPER BRACING) L
W8X28 A C I R { T
E T U L3X4X… M STINGERS (S1-S7) WEST BOTTOM CHORD O (TYP) M Y B S A STRINGER
S1
G N 4•"X†" • I C A M R M M M M
A B A A A A
E E E E E S B S B B B B R O R R R R
S15X42.9 O R O O O O C O O O O O L R L L L L
F E F F F F W O S7 L 7"X•" • L0 L1 L2 L3 L4 L5
FLOORBEAM EAST BOTTOM CHORD EXISTING FRAMING MEMBERS (LOWER BRACING)
TOWN OF CANTON REHABILITATION OF BR. NO. 05222
TOWN BRIDGE ROAD DRAWING: DATE: 7/2014 DRAWN:SAD OVER FARMINGTON RIVER 3 DESIGNER: JLS CHECKER: JBM U1 U1 " 2 - ' 4 1 " 7 - ' 2 1
EXISTING PORTAL
(ALTERNATIVE 1A SHOWN, 1B & 2 ARE SIMILAR) SCALE: …" = 1'-0"
U1U2 U1 PORTAL CONNECTION @ PIN
EXISTING PORTAL LOCATION WITH MINIMUM VERTICAL CLEARANCE OF 12'-7"
U1L0
U1L1
TOWN OF CANTON REHABILITATION OF BR. NO. 05222
TOWN BRIDGE ROAD DRAWING: DATE: 7/2014 DRAWN:SAD OVER FARMINGTON RIVER 4 DESIGNER: JLS CHECKER: JBM
C
M
P
1
5 { TRUSS EXP. BRG. { TRUSS FIXED BRG. " SOUTH ABUTMENT NORTH ABUTMENT 160'-0" SPAN
MBR WEST TRUSS
BEGIN BRIDGE END BRIDGE " " 3 TOWN BRIDGE ROAD 0 - - ' ' 4 7 1 1
EAST TRUSS
ALTERNATE 1A & 1B - PLAN
SCALE: 1" = 25'
L E D
G 10 PANELS @ 16'-0" = 160'-0" E { TRUSS EXP. BRG. ORNAMENTAL RAIL { TRUSS FIXED BRG. SOUTH ABUTMENET NORTH ABUTMENET
{ STRINGER { STRINGER EXP. BRG. FIXED BRG.
MBR
L0 L1 L2 L3 L4 L5 L6 L7 L8 L9 L10
100 YEAR FLOOD ' 5 3
| 157'-6" CLEAR SPAN
OHW EXISTING ABUTMENT (TYP) ALTERNATE 1A & 1B - ELEVATION EAST ELEVATION SHOWN, WEST OPPOSITE HAND SCALE: 1" = 25'
TOWN OF CANTON REHABILITATION OF BR. NO. 05222
TOWN BRIDGE ROAD DRAWING: DATE: 7/2014 DRAWN:SAD OVER FARMINGTON RIVER 5 DESIGNER: JLS CHECKER: JBM AT BEARINGS CHORD, 3"~PIN AND BOTTOM 2"~ PINATTOP { TOWNBRIDGEROAD PAVEMENT OVERLAY 3•" BITUMINOUS WATERPROOFING MEMBRANE ALTERNATE 1A&1B-PROPOSED CROSSSECTION W8X28 STRINGER EXISTING 17'-0" {OFTRUSSTO 16'-0" OUTTODECK SCALE: ‚"=1'-0" 14'-3" ROADWAY ORNAMENTAL LATTICERAIL NEW FLOORBEAM DECK METAL BRIDGE
T O W N O F C A N T O N R E H A B I L I T A T I O N O F B R . N O . 0 5 2 2 2 T O W N B R I D G E R O A D D R A W I N G : D A T E : 7 / 2 0 1 4 D R A W N : S A D O V E R F A R M I N G T O N R I V E R 6 D E S I G N E R : J L S C H E C K E R : J B M WEST TRUSS
L0 U1 U2 U3 U4 U5 U6 U7 U8 U9 L10
EAST TRUSS FRAMING (UPPER BRACING)
U4 U5 U6 U3 U7 U2 U8
U1 U9
L0 L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 REPAIR CONNECTION WEST TRUSS ONLY
ELEVATION - EAST TRUSS EAST ELEVATION SHOWN, WEST OPPOSITE HAND
*S2 Y A "
*S3 3 W - '
*S4 D 4 A
*S5 1 *S6 O R
L0 L1 L2 L3 L4 L5 L6 L7 L8 L9 L10
FRAMING (LOWER BRACING) LEGEND NOTE * STRINGERS 2-6 NEED REPLACEMENT FOR L0L1 MEMBER REPLACEMENT
MEMBER REPAIR
ALTERNATE 1A (HS7) - MEMBER REPLACEMENT
TOWN OF CANTON REHABILITATION OF BR. NO. 05222
TOWN BRIDGE ROAD DRAWING: DATE: 7/2014 DRAWN:SAD OVER FARMINGTON RIVER 7 DESIGNER: JLS CHECKER: JBM WEST TRUSS
L0 U1 U2 U3 U4 U5 U6 U7 U8 U9 L10
EAST TRUSS FRAMING (UPPER BRACING)
U4 U5 U6 U3 U7 U2 U8
U1 U9
L0 L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 REPAIR CONNECTION WEST TRUSS ONLY
ELEVATION - EAST TRUSS EAST ELEVATION SHOWN, WEST OPPOSITE HAND
*S2 Y A *S3 " 3 W - '
*S4 D 4 *S5 A 1 *S6 O R
L0 L1 L2 L3 L4 L5 L6 L7 L8 L9 L10
FRAMING (LOWER BRACING) LEGEND NOTE * STRINGERS 2-6 NEED REPLACEMENT FOR FULL LENGTH OF BRIDGE MEMBER REPLACEMENT
MEMBER REPAIR
ALTERNATE 1B (HS20) - MEMBER REPLACEMENT
TOWN OF CANTON REHABILITATION OF BR. NO. 05222
TOWN BRIDGE ROAD DRAWING: DATE: 7/2014 DRAWN:SAD OVER FARMINGTON RIVER 8 DESIGNER: JLS CHECKER: JBM
C
M P { TRUSS EXP. BRG. { TRUSS FIXED BRG.
SOUTH ABUTMENT NORTH ABUTMENT 1
5 " 160'-0" SPAN
MBR WEST TRUSS " 0
BEGIN BRIDGE -
' END BRIDGE " 0 9 TOWN BRIDGE ROAD 1 - ' " 2 0 2 - ' 0 1
EXISTING BRIDGE EAST TRUSS TO BE WIDENED
MODIFY EXISTING ABUTMENT DUE TO TRUSS WIDENING ALTERNATE 1C - PLAN
SCALE: 1" = 25'
10 PANELS @ 16'-0" = 160'-0"
{ TRUSS EXP. BRG. ORNAMENTAL RAIL { TRUSS FIXED BRG. SOUTH ABUTMENET NORTH ABUTMENET
{ STRINGER { STRINGER EXP. BRG. FIXED BRG.
MBR
L0 L1 L2 L3 L4 L5 L6 L7 L8 L9 L10
' 100 YEAR FLOOD 5 3 | 157'-6" CLEAR SPAN
OHW MODIFIED ABUTMENT (TYP) ALTERNATE 1C - ELEVATION EAST ELEVATION SHOWN, WEST OPPOSITE HAND SCALE: 1" = 25'
TOWN OF CANTON REHABILITATION OF BR. NO. 05222
TOWN BRIDGE ROAD DRAWING: DATE: 7/2014 DRAWN:SAD OVER FARMINGTON RIVER 9 DESIGNER: JLS CHECKER: JBM AT BEARINGS CHORD, 3"~PIN AND BOTTOM 2"~ PINATTOP MEMBRANE WATERPROOFING 2'-4•" (TYP) PAVEMENT OVERLAY 3" BITUMINOUS { TOWNBRIDGEROAD ALTERNATE 1C-PROPOSED CROSSSECTION 2% 20'-0" ROADWAY(2-10'LANES) 22'-9" {TRUSSTO 21'-9" OUTTODECK NEW FLOORBEAM SCALE: ‚"=1'-0" ORNAMENTAL LATTICERAIL DECK METAL BRIDGE (CONTINUOUS) NEW W8X28STRINGER 2%
T O W N O F C A N T O N R E H A B I L I T A T I O N O F B R . N O . 0 5 2 2 2 T O W N B R I D G E R O A D D R A W I N G : D A T E : 7 / 2 0 1 4 D R A W N : S A D O V E R F A R M I N G T O N R I V E R 1 0 D E S I G N E R : J L S C H E C K E R : J B M 2'-0" 22'-9"
(TYP) { PROPOSED { PROPOSED W8X28 STRINGER (TYP) TRUSS BRG TRUSS BRG END OF EXISTING BACKWALL (TYP)
REHABILITATE BACKWALL 2'-4•" (TYP) { EXISTING { EXISTING L FOR WIDENED ROADWAY L BRG EXISTING STONE BRG A "
0 BLOCK W - ' K 6 C A
B RESET 4' X 4' X 2'-8" EXISTING STONE STONE BLOCK (TYP) MASONRY ABUTMENT
CONCRETE EXTENSION 1-•" (TYP) WITH STONE FORM LINER DUE TO TRUSS
WIDENING (TYP)
1'-3" 25'-0" 1'-3"
(TYP) ALTERNATE 1C - MODIFIED NORTH ABUTMENT (TYP)
SCALE: ‚" = 1'-0"
2'-0" 22'-9" (TYP) { PROPOSED { PROPOSED W8X28 STRINGER (TYP) TRUSS BRG TRUSS BRG REMOVE CHEEKWALL
REHABILITATE BACKWALL FOR WIDENED ROADWAY 2'-4•" (TYP)
L { EXISTING { EXISTING
L RESET 4' X 4' X 2'-8"
A BRG EXISTING STONE BRG "
0 STONE BLOCK (TYP) W BLOCK - ' K 6 C A
B MODIFY WINGWALL EXISTING STONE MASONRY ABUTMENT
1'-•" (TYP)
1'-3" 25'-0"
(TYP) ALTERNATE 1C - MODIFIED SOUTH ABUTMENT
SCALE: ‚" = 1'-0"
TOWN OF CANTON REHABILITATION OF BR. NO. 05222
TOWN BRIDGE ROAD DRAWING: DATE: 7/2014 DRAWN:SAD OVER FARMINGTON RIVER 11 DESIGNER: JLS CHECKER: JBM WEST TRUSS
L0 U1 U2 U3 U4 U5 U6 U7 U8 U9 L10
EAST TRUSS FRAMING (UPPER BRACING)
U4 U5 U6 U3 U7 U2 U8
U1 U9
L0 L1 L2 L3 L4 L5 L6 L7 L8 L9 L10
ELEVATION - EAST TRUSS EAST VERTICALS ONLY EAST ELEVATION SHOWN, WEST OPPOSITE HAND
*S1 " E
*S2 0 - N *S3 ' A 0 L
*S4 1 *S5 "
*S6 E 0 - N *S7 ' A 0
**S8 L 1 **S9
L0 L1 L2 L3 L4 L5 L6 L7 L8 L9 L10
FRAMING (LOWER BRACING) LEGEND NOTE * STRINGERS 1-7 NEED REPLACEMENT FOR FULL LENGTH OF BRIDGE MEMBER REPLACEMENT ** STRINGER 8-9 ARE NEW DUE TO ROAD WIDENING MEMBER REPAIR
ALTERNATE 1C (HS20) - MEMBER REPLACEMENT
TOWN OF CANTON REHABILITATION OF BR. NO. 05222
TOWN BRIDGE ROAD DRAWING: DATE: 7/2014 DRAWN:SAD OVER FARMINGTON RIVER 12 DESIGNER: JLS CHECKER: JBM 3 W 0 W 2 2 F 2 8 80'-0" # 156'-0" 8 156'-0" F . 3 3 7 # 0 2 4 2 7 1 0 9 0+ 2 1 02 J 1 +- A 1 2 M 3 - E S 0 +0 START BRIDGE P 0 2 . 2 W END BRIDGE 5 L 9 F Y 0 # P O O N 2 7 7 V N / 9 6 2 3 W S F 0 4 O D E 2 L 8 E & d 4 . R TOWN BRIDGE ROAD " 6 g D 0 3 J B 7 M U e 2 L 7 IL D 3 I o . P L T 5 3 H f 5 0 R 2 1 S + 6 O F 1 6 4 A I t W - 1 D F 0 r I 0 e F T E + 0 R L 1 a 0 # D + 7 A m 1 3 V - # 5
W ) F
3 # P 4 9 3 " 6 R W 5 { BRG.8. { BRG.5 Y { BRG. { BRG. 4 4 " F 9 0 + E # 6 6 1 T 0 . T 0 2 0 7
3 ( 8 1 R " 8 4 SOUTH D
3 SOUTH0 - NORTH 6 + NORTH 3
A - 3 ' 1 4 0 0 ' V 1 L 9 - + 2 # 2 5 1 B " 3 8 - 8 8 E 3 - E O 1
ABUTMENT ' PIER2 U PIER 1 ABUTMENT N A 1 6 C C K N 5 H H O 0 I 3 8 O S
A M 4 N E
H W E L A
3 L B F L E R = O D K
S # 8 U 7 3 S 9 0 0 L 0 BRIDGE RAIL (TYP) 5 D Q T 0 W 0 8 O + 2 0 . E U 0 F + 6 R A W 8 4 # 1 7 V N 6 - R O N 8 6 7 E / 1 6 L O F 7 . F 3 1 0 C 3 A W N 2 P T 3 8 F O 6 7 # 1EXISTINGN BRIDGE 0 7 0 6 7 7 B 7 1 C 2 0 3 L 8 TO REMAIN0 C W 6 + F 8 0 # 4 3 6 IN V 0 O 3 0 2 U 0 8 3 + 6 T 1 = 2 8 3 0 1 3 1 8 9 .4 T 6 F 'C 7 = 1 ( ' 3 S 3 C 1 T 2 S E 2 B 1 O 8 U 2 . 5 1 . 4 W 0 M 5 6 4 V N 0 0 " + N 3 P R 7 O / = 1 3 L O + 3 C 0 . F 0 3 1 P 3 F 3 ) 1 1 6 4 0 C .8 3 3 A 5 2 7 N W I P T I N W O F N V 1 F 0 W # 2 0 #N 4 8 8 3 V I 0 W F 6 N 7 3+ # 0 6 6 " O 7 F M U = 41 # 3 2 6 T 3 8 9 0 A 1 3 1 P = " 8 3 L 3 2 O R
E . T 3 A I 0 3 C F 4' K P
1 8 6 . C R . ( = 4 ' M 5 3 S 23 C A 3
" 6 E 1 B P P 1 R ( + 6 6 N 1 S C W 5 .8 6 P S " 6 W 2 U 1 RALTERNATE 2 - PLAN M 5 C A " P L P C ) E = M 3 0 P 6 ) SCALE: 1" = 60' .8 6 392'-0" T OTAL SPAN
SLOPE = APPROX. 7%
PROPOSED PROPOSED PIER (TYP) ABUTMENT 100 YEAR FLOOD (TYP) { BRG. SOUTH OHW ABUTMENT { BRG. { BRG. SOUTH PIER NORTH ABUTMENT { BRG. NORTH PIER
ALTERNATE 2 - ELEVATION EAST ELEVATION SHOWN, WEST SIMILAR SCALE: 1" = 60'
TOWN OF CANTON REHABILITATION OF BR. NO. 05222
TOWN BRIDGE ROAD DRAWING: DATE: 7/2014 DRAWN:SAD OVER FARMINGTON RIVER 13 DESIGNER: JLS CHECKER: JBM 34'-8" OUT-TO-OUT
5'-0" 13'-0" LANE 13'-0" LANE 1'-10" SHOULDER (TYP)
TOWN BRIDGE ROAD {
BRIDGE RAIL (TYP.)
POINT OF APPLICATION OF GRADE
3" H.M.A. ON
MEMBRANE WATERPROOFING (WOVEN GLASS FABRIC) 8•" CONCRETE DECK
2% 2%
70" DEEP GIRDER
3'-10" 3 SPACES @ 9'-0" = 27'-0" 3'-10" OVERHANG OVERHANG
ALTERNATE 2 - PROPOSED CROSS SECTION
SCALE: ‚" = 1'-0"
TOWN OF CANTON REHABILITATION OF BR. NO. 05222
TOWN BRIDGE ROAD DRAWING: DATE: 7/2014 DRAWN:SAD OVER FARMINGTON RIVER 14 DESIGNER: JLS CHECKER: JBM NOTES:
1. TYPICAL SECTION FOR ALTERNATIVE 4 IS SHOWN. TYPICAL SECTION FOR ALTERNATIVE 3 IS IDENTICAL. 2. MATERIAL AND LIFT THICKNESSES SHOWN ON THIS SHEET ARE FOR QUANTITY DEVELOPMENT/COST ESTIMATION PURPOSES ONLY. THE PROPOSED PAVEMENT STRUCTURE WILL BE DESIGNED DURING FINAL DESIGN. 3. ALTERNATIVE 3 PROPOSES SIDE SLOPES STEEPER THAN 2:1 IN THE VICINITY OF THE PROPOSED BRIDGE AND TO LIMIT FILL INTO THE FEMA FLOODPLAIN. SLOPES STEEPER THAN 2:1 SHALL BE PROTECTED BY RIPRAP.
TOWN BRIDGE ROAD CL
4' 13' 13' 4' LANE LANE
EXISTING GROUND
2: M 1 A A X.
12:1 2.0% 2.0% 1 2 2:1 :1 (S M H EE AX N . H O T E 3) G
B F
C G EXISTING GROUND D
E
ROADWAY TYPICAL SECTION LEGEND TOWN BRIDGE ROAD SCALE: 1" = 8' A POINT OF APPLIED GRADE
B 3" HMA
C 4" PROCESSED AGGREGATE BASE
D 12" SUBBASE
E FORMATION OF SUBGRADE
F METAL BEAM RAIL (TYPE R-B 350)
G BITUMINOUS CONCRETE LIP CURBING
H TURF ESTABLISHMENT
TOWN OF CANTON REHABILITATION OF BR. NO. 05222
TOWN BRIDGE ROAD DRAWING: DATE: 12/2013 DRAWN:CRH OVER FARMINGTON RIVER 15 DESIGNER: CRH CHECKER: TPR
(
F
L
O
O
D
W
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N/F R E
EDWARD J. & TERRI S. TRIDER A ) 12 TOWN BRIDGE ROAD
VOL. 272 P 497 W T F U D # I IC R D 6 4 T G C E E N T A N A N O I C D FLAGGED WETLANDS R O W O O F # C (TYP.) 3 1 N/F LIMITS OF ROADWAY R W W RIVERS EDGE CONDOMINIUM
F # 6 VOL. 119 P 148 CONSTRUCTION L 5 W F L e F d # W e 2 W F N/F r I a F # l # W 1 W W 3 F 1 F - W JAMES P. LYONS & JUDITH FIFIELD e # W 5 # 2 t 1 3 F F la 1 F 2 # n W # 2 M 25 POWDER MILL ROAD W 2 W d F 1 s F 8 A F # # # B 1 o 3 VOL. 377 P 164 6 u 6 6 n W d R a F W r # F y 2 R # 1 3 W W 2 M F W F W F W # F # E F 2 F # 1 # # 7 1 0 4 9 I 9 2 D F W
9 3 Z FEMA FLOODWAY (TYP.) W 3 F Z 0
O 1 OD N A # O W BL 2 DG. 0 O F 6
0 N 8 W R # N 6 LE F E SWA W E 7 # G M
F 5 A N/F W X F 3 E I # 8 E N APPROXIMATE SLOPE LIMIT (TYP.) O L 8 0 A T RIVERS EDGE CONDOMINIUM SW G 3 VOL. 119 P 148 T F P W O W 3 W F W F 0 # O F # F # 3 # 6 3 N 7 6 3 N 9 J 4 A 2 0 9 M E 0 S
P R W 3 2 . 5 F 0 3 L R # Y I 0 W 5 P V 7 O N 0 F 0 O N # V W / S F E 7 O D CURVE ALT. 4 #2 L E I . & R CURVE ALT. 4 #1 R 3 J 7 M U V Z 7 IL D ONE L I AE P T R H ZO 1 E NE 3 O F X 6 W 0 4 A IF D W 0 IE F # R F L 3 # W D 4 7 F 1 T = 244.61 # 8 RIP RAP L = 438.03
W F 3 # 0 R = 395.00 2 7 0 3 9 2
6 0 E 0 0 48+00 13' 49+00 50+00 51+00 52+00 53+00 PI N 861580.88 47+0 d g
e
o PI E 951652.36 f 5 13' CU 4 +00 S RVE + t 0 6 W AL 0 4 r T. e F 4 100 YEAR FLOOD PLAIN (TYP.) a # 7 # m 3 2 D W F A # TOWN BRIDGE ROAD C O 3 L 5 W R F T 0 # 30 E 7 O G 4 W 5 ID 5 R 4 P N B P + 4 T 7 0 C B 0 N 6
+ W W R O + F K # CHAIN LIN T 3 7 I 3 W 3 5 D ENCE 3 8 PROPOSED W F F 0 # 0 3 F 3 9 # 7 0 G
. 0 0 7 8
. 1 6 BRIDGE E 0 6 0 3 2 BITUMINOUS CONCRETE
0 W W F F # # W DRIVEWAY 7 7 R 9 F 7 # 8 O 0 5 W A F W 6 # F 3 # D + 6 8 1 0 0 5
3
7
5 K IN 0 . L IN CURVE ALT. 4 #1 A C 4 CH E H NC A 8 FE IN
L
+ IN K 2 C 3 W F
6 F E P 5 N/F # N 0 W 8 C T = 51.44 W F 2 E F W # TOWN OF CANTON # W F 4 3 # 0 7 F
3 # 3 L = 102.52 9
5 3 (
8 F 0 R I L P O R = 500.00 ' R 5 2 A O 1 P D 7 W S W PI N 861052.41 ' W F + # A 0 A 4 1 L 1 Y 0 E A PI E 950989.83 ' EXISTING BRIDGE NO. 05222 W 0 R F 3 E # 8 A 3 W (TO REMAIN) ) F # 4 2 N/F ROBERT S. & ROBIN A. ATWATER N/F 55 TOWN BRIDGE ROAD JANICE W. & ROBERT C. DAVIDSON VOL. 377 P 1011 11 TOWN BRIDGE ROAD 9 VOL. 112 P 135 .5 3 T 1 2 0 P 2 W + F 7 # 3 5 8 0 4 5
0 W 3 F 3 # 8 4 3 4 0 0 CO 4 + NC. WALL 0 310
3 W 0
2 F N/F W # W
0 O F 4 BITUMINOUS CONCRETE W # 5 B O F L D ROBERT S. & ROBIN A. ATWATER # 5 D 9 3 G 5 W . 8 1 72 RIVER ROAD DRIVEWAY F 0 W # F 8 # 5 VOL. 377 P 1012 4 F W 0 6 F 31 PATHWAY FOR PEDESTRIAN # W 5 F A 7 # W 4 O W 7 B O ACCESS F R L D # W D 6 W F G 3 W 0 # . 5 F F 0 # M # 8 8 7 LANDSCAPED BUFFER 5 6 6 ' I W F 3 F W 30 # N F 4 # 3 2 8 0 9 0 5 2 9 7 29 0 Z W 9 G 0 9 O F 0 W # N 4 F + CURVE ALT. 4 #3 9 T F # E W 8 W A 0 W F 8 F Z E # F O # # O F 9 0 5 N W 6 5 6 F F 1 E e # d A N e 9 3 E r 5 4 a 7 W l 6 3 0 W . 60 F F C 7 # e W P Z 5 t F 7 0 la # O + n 9 d 4 8 N R s 5 B E o Pon u d X I n W d W a F r # O N/F V y 8 IO CURVE ALT. 4 #3 O T W 9 PA F D # R S K THOMAS J. & JUDITH E. CHESTER E IC 5 E T R 1 P B T O O 13 TOWN BRIDGE ROAD . R N S W G E N VOL. 320 P 375 N/F T DI A L UI L W 2 B L D DALE B. & KATHLEEN F. MUNROE F - O F # O W T = 46.18 W 9 C W K 17 TOWN BRIDGE ROAD F F 0 6 IC # # A BR B IO 5 9 0 T 2 3 A VOL. 140 P 640 L = 92.11 W PT 77 L P . E F 9 + # +6 9 3 G 1 9 0 R = 515.00 F 5 0 U W 0 W F A 0 E # F d R # g 9 PI N 861392.73 e 2 D W 5 3 o f S R t PI E 952056.59 re A a I m L E W ON F ST # K W 9 AL F LIMIT OF ROADWAY CONSTRUCTION 2 W # 5 4
S F P L A G 2 9 P O 0 L E S P
ROADWAY PLAN S P
S ALTERNATIVE 2 W P F # S 9 P 3 S S P S TONE P POS ( T SCALE 1" = 100' TYP.)
W F # 9 4
200 100 0 200
TOWN OF CANTON REHABILITATION OF BR. NO. 05222
TOWN BRIDGE ROAD DRAWING: DATE: 12/2013 DRAWN:CRH OVER FARMINGTON RIVER 16 DESIGNER: CRH CHECKER: TPR 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 400 400 LIMIT OF ROADWAY CONSTRUCTION 390 L.V.C.=166.58' 390 S.S.D.=247' 0
0 K=43 . 5 7
7 G1 =-11.00% 5 . 2
380 0 380 + 3 4 0
6 G2 =-7.14% . . 6 4 3 0 3 . 5 3 9 6 A = 5 4 . . . + T + L 0 5 7 9 S E
5 3 4 4 I . . 370 3 3 370 V A 1 A = = P T 7 T . . . L L S S 6 8 E E
7 3 T C . + V V 1 8 P P G 4 = 4 3 360 -1 . 360 A 1. = LIMIT OF ROADWAY CONSTRUCTION 0 . 0 T % L S E
I V P 350 350
L.V.C.=298.95' L.V.C.=158.75' S.S.D.=157' S.S.D.=176' PROPOSED BRIDGE K=26 340 K=30 340 G1 =-7.14% 2 2 G1 =-4.37% 2 6 5 3 6 G2 =4.35% 1 . . . . G2 =0.90% 3 4 3 1 1 7 1 6 0 7 8 5 8 4 5 7 5 9 2 0 2 . . . . + + . 2 . + + 7 8 330 . 330 9 7 7 3 0 3 7 8 0 0 9 0 0 6 9 0 5 5 0 5 5 5 5 5 . . 0 3 3 0 . . 3 . . + . + + A A 3 A A 3 3 = = 9 = 3 0 6 . T T . . T T 0 0 =
G 5 0 6 L 5 L
= . S S L . S S 3 3
- . .
7 3 E E L
. E A 1 .
A 4 A I = =
% E = T P . . C T T . C V . L L
320 S 320 V L S S R P H E E
P
PROPOSED PROFILE E
V I T T P
TOWN BRIDGE ROAD V V V P P P
310 310
.35% G=4 100 YEAR FLOOD G= -4.3 7% G=0.90% 300 EL. 302.47 300 1 8
(SEE NOTE) 4 9 0 . 5 . . 2 6 7 0 6 9 7 2 3 2 2 7 . + . . + + 7 3 9 9 6 2 7 9 0 0 7 5 0 0 5 . . . 5 3 290 . 290 3 3 . 0 3 3 8 A A = 4 A 0 = EXISTING GROUND = . 6 5 T T . . . . T L + + S L S L 0 6
S E 5 5 E E .
0 9 5 5 I P C . 3 2 . . V V A A L = = P . . P T T L 280 L 280 S S
E E
. I P V . L.V.C.=115.09' P L S.S.D.=181' 270 K=13 270 G1 =4.35%
G2 =-4.37%
260 260
250 250 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00
NOTE: ROADWAY PROFILE 100 YEAR FLOOD ELEVATION DISPLAYED ON THIS SHEET IS THE RESULT OF PRELIMINARY HYDRAULIC ANALYSIS. THE EXACT ELEVATION ALTERNATIVE 2 MAY CHANGE AS A RESULT OF FURTHER DETAILED DESIGN AND ANALYSIS. HORIZ. SCALE IN FEET
0 60 120 VERT. SCALE IN FEET
0 12 24
TOWN OF CANTON REHABILITATION OF BR. NO. 05222
TOWN BRIDGE ROAD DRAWING: DATE: 12/2013 DRAWN:CRH OVER FARMINGTON RIVER 17 DESIGNER: CRH CHECKER: TPR REACTION AT RADIUS REMOVAL SEQUENCE STAGE 1: CRANE PICK (FT) 1. REMOVE WEARING SURFACE, MBR, DECK, AND STRINGERS. POINT (TONS) 2. SITE PREPARATION. 40 27 3. JACK STRUCTURE AT ABUTMENTS. 50 26 4. INSTALL TEMPORARY DIAGONAL STRUT FOR LIFTING 60 24 5. SECURE NORTH END OF BRIDGE TO CRANE AT PANEL POINT L8-L9. 70 23 6. SECURE SOUTH END OF BRIDGE TO CRANE AT PANEL POINT L2-L3. 80 21 7. LIFT AND PULL TRUSSES AT SOUTH END ONTO REMOVAL SKID. 90 20 100 18 110 17 120 15 130 14 140 12 150 11 160 10 170 10 INSTALL TEMPORARY 180 10 DIAGONAL STRUTS FOR LIFTING.
100 TON CRANE REMOVAL SKID 230 TON CRANE
L2 L3 L4 L5 L8 L9
LEVEL SOUTH 100 YEAR FLOOD APPROACH FOR REMOVAL SKID. 157'-6" CLEAR SPAN
OHW BRIDGE JACK (JACK TO ROLLER ELEVATION) EXCAVATE EARTH AT NORTH APPROACH TO ALLOW CRANE TO BE LEVEL AND DECREASE EARTH PRESSURE ON ABUTMENT. REMOVAL SEQUENCE STAGE 1 - ELEVATION
SCALE: 1" = 40'
TOWN OF CANTON REHABILITATION OF BR. NO. 05222
TOWN BRIDGE ROAD DRAWING: DATE: 7/2014 DRAWN:SAD OVER FARMINGTON RIVER 18 DESIGNER: SAD CHECKER: JBM REMOVAL SEQUENCE STAGE 2:
1. DISASSEMBLE TRUSS (PANEL POINT L0 TO L1). 2. CONTINUE PULLING TRUSS OVER REMOVAL SKID. 3. DISASSEMBLE TRUSS (PANEL POINT L1 TO L2). 4. REPEAT PREVIOUS STEPS UNTIL ENTIRE BRIDGE IS DISASSEMBLED.
REINSTALL SEQUENCE:
1. ASSEMBLE TRUSS PANEL POINT L8 TO L10. 2. SECURE TO CRANE. 3. PUSH TRUSS OVER REMOVAL SKID AND ASSEMBLE NEXT SECTION (L7 TO L8). 4. REPEAT UNTIL ENTIRE BRIDGE IS CONSTRUCTED.
DISASSEMBLE SECTION L0-L2.
100 TON CRANE
230 TON CRANE
L3 L4 L5 L8 L9
LEVEL SOUTH 100 YEAR FLOOD APPROACH FOR REMOVAL SKID. 157'-6" CLEAR SPAN
OHW BRIDGE JACK (JACK TO ROLLER ELEVATION) EXCAVATE EARTH AT NORTH APPROACH TO ALLOW CRANE TO BE LEVEL AND DECREASE EARTH PRESSURE ON ABUTMENT. REMOVAL SEQUENCE STAGE 1 - ELEVATION
SCALE: 1" = 40'
TOWN OF CANTON REHABILITATION OF BR. NO. 05222
TOWN BRIDGE ROAD DRAWING: DATE: 7/2014 DRAWN:SAD OVER FARMINGTON RIVER 19 DESIGNER: SAD CHECKER: JBM I
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.
TOWN OF CANTON REHABILITATION OF BR. NO. 05222
TOWN BRIDGE ROAD DRAWING: DATE: 7/2014 DRAWN:SAD OVER FARMINGTON RIVER 20 DESIGNER: SAD CHECKER: JBM
APPENDIX B PHOTOGRAPHS
Bridge No. 05222 Town: Canton, CT Feature Carried: Town Bridge Road Date: July 2014 Feature Crossed: Farmington River Project No.: P712110001
Photo 1: West elevation (looking upstream). Photo 2: Typical truss detail.
Prepared by G:\WT11\0001\Bridge\Preliminary Report\Appendix B - Photos.doc Bridge No. 05222 Town: Canton, CT Feature Carried: Town Bridge Road Date: July 2014 Feature Crossed: Farmington River Project No.: P712110001
Photo 3: Bridge from the south approach. Photo 4: Bridge from the north approach.
Prepared by G:\WT11\0001\Bridge\Preliminary Report\Appendix B - Photos.doc Bridge No. 05222 Town: Canton, CT Feature Carried: Town Bridge Road Date: July 2014 Feature Crossed: Farmington River Project No.: P712110001
Photo 5: South abutment. Photo 6: North abutment.
Prepared by G:\WT11\0001\Bridge\Preliminary Report\Appendix B - Photos.doc Bridge No. 05222 Town: Canton, CT Feature Carried: Town Bridge Road Date: July 2014 Feature Crossed: Farmington River Project No.: P712110001
Photo 7: Typical truss expansion bearing at the south Photo 8: Typical truss fixed bearing at the north abutment. abutment.
Prepared by G:\WT11\0001\Bridge\Preliminary Report\Appendix B - Photos.doc Bridge No. 05222 Town: Canton, CT Feature Carried: Town Bridge Road Date: July 2014 Feature Crossed: Farmington River Project No.: P712110001
Photo 9: Typical floor system. Photo 10: Connection of floorbeam 8 to the west truss. Typical floorbeam and truss connection.
Prepared by G:\WT11\0001\Bridge\Preliminary Report\Appendix B - Photos.doc Bridge No. 05222 Town: Canton, CT Feature Carried: Town Bridge Road Date: July 2014 Feature Crossed: Farmington River Project No.: P712110001
Photo 11: Typical pin connection at bottom chord. Photo 12: Typical deterioration of floorbeam top flanges at the connection to truss.
Prepared by G:\WT11\0001\Bridge\Preliminary Report\Appendix B - Photos.doc Bridge No. 05222 Town: Canton, CT Feature Carried: Town Bridge Road Date: July 2014 Feature Crossed: Farmington River Project No.: P712110001
Photo 13: Section loss at stringer 7 between L0 and L1. Photo 14: Typical pin connection at top chord.
Prepared by G:\WT11\0001\Bridge\Preliminary Report\Appendix B - Photos.doc Bridge No. 05222 Town: Canton, CT Feature Carried: Town Bridge Road Date: July 2014 Feature Crossed: Farmington River Project No.: P712110001
Photo 15: Top of deck looking south. Note cracking in Photo 16: Typical ornamental railing. Note collision damage. overlay.
Prepared by G:\WT11\0001\Bridge\Preliminary Report\Appendix B - Photos.doc
APPENDIX E ROADWAY DESIGN CRITERIA
Town Bridge Road over Farmington River Appendix E Structure Report Canton, CT Roadway Design Criteria Final Submission
Design Element CTDOT Design Value Existing Geometry Alternative 1A Alternative 1B Alternative 2 Alternative 3 Alternative 4 New Construction/Major New Construction/Major New Construction/Major Project Classification ‐ Spot Improvement Spot Improvement Spot Improvement Reconstruction Reconstruction Reconstruction Functional Classification Rural Local Road (Open) Rural Local Road (Open) Rural Local Road (Open) Rural Local Road (Open) Rural Local Road (Open) Rural Local Road (Open) Rural Local Road (Open) Design Speed 20 mph ‐ 30 mph1 15 mph2 25 mph 25 mph 25 mph 25 mph 25 mph Travel Lane Width 10 ft 12.5 ft3 14 ft 3 in4 10 ft 10 ft 13 ft 13 ft Shoulder Width 2 ft ‐ 4 ft 0 ft 0 ft 0 ft 0 ft 0 ft 0 ft Cross Slope (travel lane) 1.5 % ‐ 2 % 1 % ‐ 3% 2% 2% Maintain Existing Roadway Maintain Existing Roadway Cross Slope (shoulder) Same as adjacent travel lane N/A 2% 2% Geometry Geometry Minimum Radii 190 ft (emax = 6.0%) 105 ft Same as Existing Geometry 395 ft Horizontal Sight Distance 155 ft 100 ft 5 100 ft6 80 ft7 120 ft7 300 ft Maintain Existing Minimum Grade 0.5 % 0.35 % Roadway/Bridge Geometry 1.00 % 0.90 % Maximum Grade 11 % 14.1 % 9.08 % 11.00 % Maintain Existing Roadway Maintain Existing Roadway Crest 12 3 14 13 Vertical Curvature (K‐Value) Geometry Geometry Sag 26/148 9 20 26 Stopping Sight Distance (Crest) 155 ft 79 ft 199 ft 157 ft Minimum Roadway Vertical Clearance 14 ft 3 in 12 ft 4 in 14 ft 14 ft 14 ft N/A N/A Minimum Vertical Clearance Above 100 Year Flood9 2 ft 12 ft 12 ft 12 ft 12 ft TBD 3 ft Bridge Width Match Approach Roadway (Yes/No) Yes No No No No Yes Yes Notes: 1. Values are given for 25 mph, the proposed design speed. 2. Posted speed limit per the State Traffic Commission's Approved Town Road Speed Limits table. 3. Existing roadway width varies throughout the project area, value represents an average roadway width. 4. The bridge will maintain one 14 ft 3 in lane operating under alternating one‐way traffic. 5. Existing horizontal sight distance is limited by the existing truss encroaching on sightlines to the inside of the curve near the north abutment. 6. The proposed horizontal sight distance will be limited by the truss encroaching upon sightlines to the inside of the curve near the north abutment. Should this alternative be selected, further design refinement may enable greater horizontal sight distance. 7. The proposed horizontal sight distance will be limited by the end cap. Should this alternative be selected, further design refinement may enable greater horizontal sight distance. 8. The required K‐value to provide the required Headlight Sight Distance for the 25 mph design speed is 26. The required K‐value to meet the Comfort Criteria for the 25 mph design speed is 14 9. Vertical clearance heights are based upon preliminary hydraulic analysis which provided 100 year flood water surface elevations through the project site.
APPENDIX J COST ESTIMATE
Town Bridge Road over Project No: P712110001 Farmington River Calculated by : KHI Date: 12/18/13 Estimate Checked by: SAD Date: 7/11/14 Alternative 1A Bridge Rehabilitation at Existing Roadway Width (HS7)
Town of Canton Rehabilitation of Bridge No. 05222 Town Bridge Road over Farmington River
Alternative 1A (HS7) Preliminary Construction Cost Estimate FOR STRUCTURE Item # Item Qty Unit Unit Price Total 1 0219001 Sedimentation Control Systems 250 LF $4 $1,000.00 2 0406173 H.M.A S0.25 60 TON $125 $7,500.00 3 0503000 Removal of Floorbeams and Deck 2,800 SF $50 $140,000.00 4 0503001 Removal of Superstructure (Truss) 1 LS $160,000 $160,000.00 5 0503946 Reset Existing Superstructure (Truss) 1 LS $200,000 $200,000.00 6 0513003 1-1/2" Polyvinyl Chloride Plastic Pipe 24 LF $40 $960.00 7 0520035 Silicone Expansion Joint System 32 LF $380 $12,160.00 8 0522155 Replace Bridge Bearings 7 EA $400 $2,800.00 9 0522156 Replace Expansion Bearings 7 EA $400 $2,800.00 10 0522281 Steel Bearing Assemblies 4 EA $800 $3,200.00 11 0601201 Class "F" Concrete 30 CY $1,000 $30,000.00 12 0602006 Deformed Steel Bars- Epoxy Coated 5,250 LBS $2 $10,500.00 13 0603142 Field Touch up Painting 710 SF $30 $21,300.00 14 0603270 Orthotropic Steel Deck 2,752 SF $50 $137,600.00 15 0603446 Painting of Structural Steel (Truss) 7,100 SF $20 $142,000.00 Class 1 Containment and Collection of Surface 16 0603653 Preparation Debris 7,100 SF $20 $142,000.00 17 0603851 Structural Steel (Low Alloy) 280 CWT $450 $126,000.00 18 0603851X Structural Steel (Low Alloy) - Eyebars 2,480 LBS $50 $124,000.00 19 0603444 Lead Health Protection Program 1 LS $25,000 $25,000.00 20 0707001 Membrane Waterproofing (Woven Glass Fabric) 360 SY $40 $14,400.00 21 0904042 Metal Bridge Rail (Combination) - Alum 384 LF $95 $36,480.00 22 120900X Painted Pavement Makings 516 LF $2.0 $1,032.00 23 1401045 Handling Water 1 LS $20,000 $20,000.00 24 1500126 Utility Conduit Relocation 500 LF $10.00 $5,000.00
FOR HIGHWAY Item # Item Qty Unit Unit Price Total 25 202000 EARTH EXCAVATION 250 CY $15.00 $3,750.00 26 207000 BORROW 100 CY $12.00 $1,200.00 27 212000 SUBBASE 125 CY $40.00 $5,000.00 28 304002 PROCESSED AGGREGATE BASE 50 CY $45.00 $2,250.00 29 406171 HMA S0.5 60 TON $120.00 $7,200.00 30 703010 STANDARD RIPRAP 310 CY $80.00 $24,800.00 31 815001 BITUMINOUS CONCRETE LIP CURBING 275 LF $5.00 $1,375.00 32 922501 BITUMINOUS CONCRETE DRIVEWAY 55 SY $35.00 $1,925.00
STRUCTURE ESTIMATE Subtotal $1,365,732.00 Minor Items-10% $136,573
Subtotal (A) $1,502,305.20
HIGHWAY ESTIMATE Subtotal $47,500.00 Minor Items-10% $4,750.00
Subtotal (B) $52,250.00
STUCTURE AND HIGHWAY SUBTOTAL Subtotal (C) $1,554,555.20
1 Town Bridge Road over Project No: P712110001 Farmington River Calculated by : KHI Date: 12/18/13 Estimate Checked by: SAD Date: 7/11/14 Alternative 1A Bridge Rehabilitation at Existing Roadway Width (HS7)
FOR LUMP SUM ITEMS Item # Item Qty Unit Unit Price Total 201030 Clearing & Grubbing (3% of C) 1 LS $46,636.66 971001 A Maintenance & Protection of Traffic (4% of C) 1 LS $62,182.21 975002 Mobilization (7% of C) 1 LS $108,818.86 980001 A Construction Staking (1% of C) 1 LS $15,545.55
LUMP SUM ESTIMATE TOTAL (D) $233,183.28
ROADWAY/STRUCTURES TO $1,787,738.48
ADDITIONAL ITEMS INCIDENTALS 25% OF E) $446,934.62 CONTINGENCIES (7% OF E) $125,141.69
TOTAL CONTRACT CONSTRUCTION COST (2013) $2,359,815 TOTAL CONSTRUCTION COST WITH 4% INFLATION (2015) $2,552,376 TOTAL CONSTRUCTION COST $2,560,000
* Prepared in accordance with the Connecticut Department of Transportation's Preliminary Cost Estimating Guidelines - 2013.
G:\WT11\0001\Bridge\Calcs\Alt 1A - HS7 - 14' Roadway\[Estimate - Alt 1A (HS-7).xlsx]Alt 2
2 Town Bridge Road over Project No: P712110001 Farmington River Calculated by : KHI Date: 12/18/13 Estimate Checked by: SAD Date: 7/11/14 Alternative 1B Bridge Rehabilitation at Existing Roadway Width (HS20)
Town of Canton Rehabilitation of Bridge No. 05222 Town Bridge Road over Farmington River
Alternative 1B (HS20) Preliminary Construction Cost Estimate FOR STRUCTURE Item # Item Qty Unit Unit Price Total 1 0219001 Sedimentation Control Systems 250 LF $4 $1,000.00 2 0406173 H.M.A S0.25 60 TON $125 $7,500.00 3 0503000 Removal of Floorbeams and Deck 2,800 SF $50 $140,000.00 4 0503001 Removal of Superstructure (Truss) 1 LS $160,000 $160,000.00 5 0503946 Reset Existing Superstructure (Truss) 1 LS $200,000 $200,000.00 6 0513003 1-1/2" Polyvinyl Chloride Plastic Pipe 24 LF $40 $960.00 7 0520035 Silicone Expansion Joint System 32 LF $380 $12,160.00 8 0522155 Replace Bridge Bearings 7 EA $400 $2,800.00 9 0522156 Replace Expansion Bearings 7 EA $400 $2,800.00 10 0522281 Steel Bearing Assemblies 4 EA $800 $3,200.00 11 0601201 Class "F" Concrete 30 CY $1,000 $30,000.00 12 0602006 Deformed Steel Bars- Epoxy Coated 5,250 LBS $2 $10,500.00 13 0603142 Field Touch up Painting 710 SF $30 $21,300.00 14 0603270 Orthotropic Steel Deck 2,752 SF $50 $137,600.00 15 0603446 Painting of Structural Steel (Truss) 7,100 SF $20 $142,000.00 Class 1 Containment and Collection of Surface 16 0603653 Preparation Debris 7,100 SF $20 $142,000.00 17 0603851 Structural Steel (Low Alloy) 550 CWT $450 $247,500.00 18 0603851X Structural Steel (Low Alloy) - Eyebars 3,500 LBS $50 $175,000.00 19 0603444 Lead Health Protection Program 1 LS $25,000 $25,000.00 20 0707001 Membrane Waterproofing (Woven Glass Fabric) 360 SY $40 $14,400.00 21 0904042 Metal Bridge Rail (Combination) - Alum 384 LF $95 $36,480.00 22 120900X Painted Pavement Makings 516 LF $2.0 $1,032.00 23 1401045 Handling Water 1 LS $20,000 $20,000.00 24 1500126 Utility Conduit Relocation 500 LF $10.00 $5,000.00
FOR HIGHWAY Item # Item Qty Unit Unit Price Total 25 202000 0 EARTH EXCAVATION 250 CY $15.00 $3,750.00 26 207000 0 BORROW 100 CY $12.00 $1,200.00 27 212000 0 SUBBASE 125 CY $40.00 $5,000.00 28 304002 0 PROCESSED AGGREGATE BASE 50 CY $45.00 $2,250.00 29 406171 0 HMA S0.5 60 TON $120.00 $7,200.00 30 703010 0 STANDARD RIPRAP 310 CY $80.00 $24,800.00 31 815001 0 BITUMINOUS CONCRETE LIP CURBING 275 LF $5.00 $1,375.00 32 922501 0 BITUMINOUS CONCRETE DRIVEWAY 55 SY $35.00 $1,925.00
STRUCTURE ESTIMATE Subtotal $1,533,232.00 Minor Items-10% $153,323
Subtotal (A) $1,686,555.20
HIGHWAY ESTIMATE Subtotal $47,500.00 Minor Items-10% $4,750.00
Subtotal (B) $52,250.00
STUCTURE AND HIGHWAY SUBTOTAL Subtotal (C) $1,738,805.20
1 Town Bridge Road over Project No: P712110001 Farmington River Calculated by : KHI Date: 12/18/13 Estimate Checked by: SAD Date: 7/11/14 Alternative 1B Bridge Rehabilitation at Existing Roadway Width (HS20)
FOR LUMP SUM ITEMS Item # Item Qty Unit Unit Price Total 201030 Clearing & Grubbing (3% of C) 1 LS $52,164.16 971001 A Maintenance & Protection of Traffic (4% of C) 1 LS $69,552.21 975002 Mobilization (7% of C) 1 LS $121,716.36 980001 A Construction Staking (1% of C) 1 LS $17,388.05
LUMP SUM ESTIMATE TOTAL (D) $260,820.78
ROADWAY/STRUCTURES TO $1,999,625.98
ADDITIONAL ITEMS INCIDENTALS 25% OF E) $499,906.50 CONTINGENCIES (7% OF E) $139,973.82
TOTAL CONTRACT CONSTRUCTION COST (2013) $2,639,506 TOTAL CONSTRUCTION COST WITH 4% INFLATION (2015) $2,854,890 TOTAL CONSTRUCTION COST $2,860,000
* Prepared in accordance with the Connecticut Department of Transportation's Preliminary Cost Estimating Guidelines - 2013.
G:\WT11\0001\Bridge\Calcs\Alt 1A - HS20 - 14' Roadway\[Estimate - Alt 1A (HS-20).xlsx]Alt 2
2 Town Bridge Road over Project No: P712110001 Farmington River Calculated by : KHI Date: 12/10/13 Estimate Checked by: SAD Date: 7/11/14 Alternative 1C Bridge Rehabilitation Widen to 20' Roadway Width (HS20)
Town of Canton Rehabilitation of Bridge No. 05222 Town Bridge Road over Farmington River
Alternative 1C (HS20) Preliminary Construction Cost Estimate FOR STRUCTURE Item # Item Qty Unit Unit Price Total 1 0203000 Structure Excavation - Earth (Complete) 1,045 CY $40 $41,800.00 2 0216000 Pervious Structure Backfill 330 CY $50 $16,500.00 3 0219001 Sedimentation Control Systems 250 LF $4 $1,000.00 4 0406173 H.M.A S0.25 80 TON $125 $10,000.00 5 0503000 Removal of Floorbeams and Deck 2,800 SF $50 $140,000.00 6 0503001 Removal of Superstructure (Truss) 1 LS $160,000 $160,000.00 7 503946 Reset Existing Superstructure (Truss) 1 LS $200,000 $200,000.00 8 0513003 1-1/2" Polyvinyl Chloride Plastic Pipe 24 LF $40 $960.00 9 0520035 Silicone Expansion Joint System 44 LF $380 $16,720.00 10 0522155 Replace Bridge Bearings 9 EA $400 $3,600.00 11 0522156 Replace Expansion Bearings 9 EA $400 $3,600.00 12 0522281 Steel Bearing Assemblies 4 EA $800 $3,200.00 13 0601000 Class "A" Concrete 85 CY $800 $68,000.00 14 0601201 Class "F" Concrete 40 CY $1,000 $40,000.00 15 0602000 Deformed Steel Bars 10,200 LBS $1.75 $17,850.00 16 0602006 Deformed Steel Bars- Epoxy Coated 7,000 LBS $2 $14,000.00 17 0603142 Field Touch up Painting 710 SF $30 $21,300.00 18 0603270 Orthotropic Steel Deck 3,741 SF $50 $187,050.00 19 0603444 Painting of Structural Steel (Truss) 7,100 SF $20 $142,000.00 Class 1 Containment and Collection of Surface 20 0603653 Preparation Debris 7,100 SF $20 $142,000.00 21 0603851 Structural Steel (Low Alloy) 1,130 CWT $450 $508,500.00 22 0603851X Structural Steel (Low Alloy) - Eyebars 3,500 LBS $50 $175,000.00 23 0707001 Membrane Waterproofing (Woven Glass Fabric) 489 SY $40 $19,560.00 24 0708001 Damproofing 40 SY $20 $800.00 25 0904042 Metal Bridge Rail (Combination) - Alum 384 LF $95 $36,480.00 26 120900X Painted Pavement Makings 516 LF $2.0 $1,032.00 27 1401045 Handling Water 1 LS $20,000 $20,000.00 28 1500126 Utility Conduit Relocation 500 LF $10.00 $5,000.00
FOR HIGHWAY Item # Item Qty Unit Unit Price Total 29 202000 0 EARTH EXCAVATION 250 CY $15.00 $3,750.00 30 207000 0 BORROW 250 CY $12.00 $3,000.00 31 212000 0 SUBBASE 135 CY $40.00 $5,400.00 32 304002 0 PROCESSED AGGREGATE BASE 60 CY $45.00 $2,700.00 33 406171 0 HMA S0.5 75 TON $120.00 $9,000.00 34 703010 0 STANDARD RIPRAP 310 CY $80.00 $24,800.00 35 815001 0 BITUMINOUS CONCRETE LIP CURBING 275 LF $5.00 $1,375.00 36 922501 0 BITUMINOUS CONCRETE DRIVEWAY 55 SY $35.00 $1,925.00
STRUCTURE ESTIMATE Subtotal $1,995,952.00 Minor Items-10% $199,595
Subtotal (A) $2,195,547.20
HIGHWAY ESTIMATE Subtotal $51,950.00 Minor Items-10% $5,195.00
Subtotal (B) $57,145.00
STUCTURE AND HIGHWAY SUBTOTAL Subtotal (C) $2,252,692.20
1 Town Bridge Road over Project No: P712110001 Farmington River Calculated by : KHI Date: 12/10/13 Estimate Checked by: SAD Date: 7/11/14 Alternative 1C Bridge Rehabilitation Widen to 20' Roadway Width (HS20)
FOR LUMP SUM ITEMS Item # Item Qty Unit Unit Price Total 201030 Clearing & Grubbing (3% of C) 1 LS $67,580.77 971001 A Maintenance & Protection of Traffic (4% of C) 1 LS $90,107.69 975002 Mobilization (7% of C) 1 LS $157,688.45 980001 A Construction Staking (1% of C) 1 LS $22,526.92
LUMP SUM ESTIMATE TOTAL (D) $337,903.83
ROADWAY/STRUCTURES TO $2,590,596.03
ADDITIONAL ITEMS INCIDENTALS 25% OF E) $647,649.01 CONTINGENCIES (7% OF E) $181,341.72
TOTAL CONTRACT CONSTRUCTION COST (2013) $3,419,587 TOTAL CONSTRUCTION COST WITH 4% INFLATION (2015) $3,698,625 TOTAL CONSTRUCTION COST $3,700,000
* Prepared in accordance with the Connecticut Department of Transportation's Preliminary Cost Estimating Guidelines - 2013.
G:\WT11\0001\Bridge\Calcs\Alt 1B - HS20 - 20' Roadway\[Estimate - Alt 1B.xlsx]Alt 2
2 Town Bridge Road over Project No: P712110001 Farmington River Calculated by : KHI Date: 12/12/13 Estimate Checked by: SAD Date: 7/11/14 Alternative 2 New Bridge on Upstream Alignment with 26’ Roadway Width (HL93) Town of Canton Rehabilitation of Bridge No. 05222 Town Bridge Road over Farmington River
Alternative 2 (HL93) Preliminary Construction Cost Estimate FOR STRUCTURE Item # Item Qty Unit Unit Price Total 1 0203000 Structure Excavation - Earth (Complete) 540 CY $40 $21,600.00 2 0204001 Cofferdam and Dewatering 100 LF $230 $23,000.00 3 0216000 Pervious Structure Backfill 300 CY $50 $15,000.00 4 0219001 Sedimentation Control Systems 1,000 LF $4 $4,000.00 5 0406173 H.M.A S0.25 180 TON $125 $22,500.00 6 0508001 Shear Connectors 1 LS $10,435 $10,435.00 7 0513003 1-1/2" Polyvinyl Chloride Plastic Pipe 48 LF $40 $1,920.00 8 0520035 Silicone Expansion Joint System 139 LF $380 $52,820.00 9 0521001 Elastomeric Bearing Pads 6,912 CI $1.5 $10,368.00 10 0601000 Class "A" Concrete 140 CY $800 $112,000.00 11 0601201 Class "F" Concrete 660 CY $1,000 $660,000.00 12 0602000 Deformed Steel Bars 16,800 LBS $1.75 $29,400.00 13 0602006 Deformed Steel Bars- Epoxy Coated 127,750 LBS $2 $255,500.00 Abrasive Blast Cleaning and Field Painting of 14 0603102 Structure 7,100 SF $30 $213,000.00 Class 1 Containment and Collection of Surface 15 0603653 Preparation Debris 7,100 SF $20 $142,000.00 16 0603851 Structural Steel (Low Alloy) 6,950 CWT $450 $3,127,500.00 17 0702101 Furnishing Steel Piles 135,000 LBS $1 $135,000.00 18 0702111 Driving of Steel Piles 1,600 LF $30 $48,000.00 19 0702115 Splicing of Steel Piles 4 EA $470 $1,880.00 20 0702XXX Test Pile 4 EA $12,000 $48,000.00 21 0702120 Point Reinforcement for Steel Piles 20 EA $200 $4,000.00 22 0702797 Dynamic Pile Driving Analysis (P.D.A) Test 4 EA $5,000 $20,000.00 23 0707001 Membrane Waterproofing (Woven Glass Fabric) 1,220 SY $40 $48,800.00 24 0708001 Damproofing 150 SY $20 $3,000.00 25 0904041 Metal Bridge Rail (Combination) 824 LF $450 $370,800.00 26 120900X Painted Pavement Makings 1,176 LF $2.0 $2,352.00 27 1401045 Handling Water 1 LS $20,000 $20,000.00 28 1500126 Utility Conduit Relocation 500 LF $10.00 $5,000.00
FOR HIGHWAY Item # Item Qty Unit Unit Price Total 29 202000 EARTH EXCAVATION 1,800 CY $12.50 $22,500.00 30 207000 BORROW 1,800 CY $9.00 $16,200.00 31 212000 SUBBASE 1,000 CY $30.00 $30,000.00 32 304002 PROCESSED AGGREGATE BASE 400 CY $35.00 $14,000.00 33 406171 HMA S0.5 525 TON $105.00 $55,125.00 34 507001 TYPE 'C' CATCH BASIN 10 EA $2,400.00 $24,000.00 35 651012 15" R.C. PIPE 250 LF $50.00 $12,500.00 36 703010 STANDARD RIPRAP 225 CY $80.00 $18,000.00 37 815001 BITUMINOUS CONCRETE LIP CURBING 1,850 LF $5.00 $9,250.00 38 921001 CONCRETE SIDEWALK 525 SF $10.00 $5,250.00 39 921022 A STONE DUST FOR PATHWAY 4,600 SF $1.00 $4,600.00 40 922501 BITUMINOUS CONCRETE DRIVEWAY 690 SY 30 20700 STRUCTURE ESTIMATE Subtotal $5,407,875.00 Minor Items-10% $540,788
1 Town Bridge Road over Project No: P712110001 Farmington River Calculated by : KHI Date: 12/12/13 Estimate Checked by: SAD Date: 7/11/14 Alternative 2 New Bridge on Upstream Alignment with 26’ Roadway Width (HL93) Subtotal (A) $5,948,662.50
HIGHWAY ESTIMATE Subtotal $232,125.00 Minor Items-10% $23,212.50
Subtotal (B) $255,337.50
STUCTURE AND HIGHWAY SUBTOTAL Subtotal (C) $6,204,000.00
FOR LUMP SUM ITEMS Item # Item Qty Unit Unit Price Total 201030 Clearing & Grubbing (3% of C) 1 LS $186,120.00 971001 A Maintenance & Protection of Traffic (4% of C) 1 LS $248,160.00 975002 Mobilization (7% of C) 1 LS $434,280.00 980001 A Construction Staking (1% of C) 1 LS $62,040.00
LUMP SUM ESTIMATE TOTAL (D) $930,600.00
ROADWAY/STRUCTURES TO $7,134,600.00
ADDITIONAL ITEMS INCIDENTALS 25% OF E) $1,783,650.00 CONTINGENCIES (7% OF E) $499,422.00
TOTAL CONTRACT CONSTRUCTION COST (2013) $9,417,672 TOTAL CONSTRUCTION COST WITH 4% INFLATION (2015) $10,186,154 TOTAL CONSTRUCTION COST $10,190,000
* Prepared in accordance with the Connecticut Department of Transportation's Preliminary Cost Estimating Guidelines -
G:\WT11\0001\Bridge\Calcs\Alt 4 - 26' Roadway, New Alignment\[Estimate Alt-4.xlsx]Alt 3
2 Public Information Meeting
State Project No. 23-127 Rehabilitation of Bridge No. 05222 Town Bridge Road Bridge over Farmington River Canton, Connecticut January 21, 2015 Project Aerial View
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Bridge No. 05222 Design Consultant’s Staff TranSystems Corporation • Mr. Brian McGovern – Project Manager • Mr. Faisal Aziz – Project Engineer CTDOT’s Project Staff Connecticut Department of Transportation • Ms. Priti Bhardwaj – Supervising Engineer • Mr. Marc Byrnes – Project Engineer
CTDOT’s Liaison Staff Close, Jensen & Miller Inc. • Mr. Tim Timberman – Project Manager • Mr. Bob Cosker – Project Coordinator
Meeting Agenda
1) Introduction & Public Involvement History The Honorable First Selectman Mr. Richard Barlow, Town of Canton
2) Comments from the Town Mr. Bob Skinner, Chief Administrative Officer, Town of Canton
3) Project Information and Design Presentation Mr. Brian McGovern, TranSystems Corp.
4) Public Participation Questions and Comments Project Timeline (Anticipated schedule) • Complete Preliminary Design Phase: November 2015 • Complete Final Design Phase: March 2017 • Advertise for Bidding: Summer 2017 • Begin Preliminary Construction Activities: February 2018 • Potential Bridge Closure: April – September 2018 (6 months) • Construction Complete: Summer 2019
Project Goals
• Rehabilitate or replace the existing structurally deficient and functionally obsolete Bridge No. 05222, with an effort to minimize impacts to this important historic resource • Investigate possible approach roadway adjustments to improve sightlines at bridge • Minimize construction impacts to environmentally sensitive area, adjacent properties and traffic • Minimize project’s construction duration to avoid extended road closure • Mitigate future maintenance needs
Bird’s Eye View of Bridge No. 05222
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Bridge 05222 Bridge Elevation (East) Bridge Thru View Existing Bridge Description • Single span Parker through truss built in 1895 • Rare example of combined pinned/riveted connections with parabolic upper chord • Structure Dimensions – Overall Length = 172 ft – Overall Width = 17 ft – Clear Roadway Width = 14’-4” • Carries one lane of alternating traffic – Estimated Average Daily Traffic (ADT) ~600 vehicles (2013) • Load and Vertical Clearance Restrictions – Bridge Load Posting = 7 tons (Single Unit Trucks) – Bridge Vertical Clearance = 12’-4” Existing Bridge Conditions • Superstructure Condition: Deteriorated Truss members Failing Lead-based Paint o o o Structurally deficient members o Heavy rusting throughout o Deficient Bridge Railing o Load/Clearance Limitations • Substructure Condition:
o Cracked/loose mortar joints o Loose stones in wingwalls
Study Alternates
Alternate N: No Build (Null Alternative)
Alternate 1A: Bridge Rehab. at Existing Roadway Width (HS7 - 12 ton Load Capacity)
Alternate 1B: Bridge Rehab. at Existing Roadway Width (HS20 - 36 ton Load Capacity)
Study Alternates
Alternate 1C: Bridge Widened to 22 ft Roadway Width (HS20 - 36 ton Load Capacity)
Alternate 2: Build New Bridge on Upstream Alignment with 31 ft Roadway Width. Existing Truss Bridge restored/preserved as Pedestrian Facility (New Bridge - HL93 - 36 ton Load Capacity)
Alternate N - Summary No Build (Null Alternative)
• “Do Nothing” but routine maintenance • Historic Resource Impacts: Without repairs, Historic truss bridge will be lost • Environmental Impacts: None • Right-of-Way Impacts: None • Traffic Impacts: Eventual road closure • Annual Bridge Inspections Required: Yes • Meet Current Standards: No
Alternate 1A – Proposed Work Bridge Rehab. at Existing Roadway Width (HS7 - 12 ton Load Capacity) – Single Lane
• Trusses removed from site for repair and painting • Restore deteriorated members of the trusses to original load capacity • Replace existing floor system in-kind • Maintain/repair existing stone abutments • Restore ornamental lattice railing • Minor queue-line improvements for the traveling public • Install new traffic railing system Alternate 1A - Summary
• Historic Resource Impacts: This Alternative will avoid adverse affects to the historic bridge significance and characteristics • Environmental Impacts: Temp. removal of trusses • Right-of-Way Impacts: Construction Easements • Traffic Impacts: Road closed during construction • Construction Duration: 10 months • Probable Construction Cost: $2.60 Million • Meets Current Standards: No Alternate 1B – Proposed Work Bridge Rehab. at Existing Roadway Width (HS20 - 36 ton Load Capacity) – Single Lane
• Trusses removed from site for repair and painting • Selective member replacement or strengthening to improve load capacity • Replace existing floor system in-kind • Maintain/repair existing stone abutments • Restore ornamental lattice railing • Minor queue-line improvements for the traveling public • Install new traffic railing system
Alternate 1B - Summary
• Historic Resource Impacts: This Alternative will avoid adverse affects to the historic bridge significance and characteristics • Environmental Impacts: Temp. removal of trusses • Right-of-Way Impacts: Construction Easements • Traffic Impacts: Road closed during construction • Construction Duration: 10 months • Probable Construction Cost: $2.90 Million • Meet Current Standards: No Alternate 1C – Proposed Work Bridge Widened to 22 ft Roadway Width (HS20 - 36 ton Capacity) – Two 11’ Lanes
• Widen bridge roadway to accommodate 2 Lanes of vehicular traffic • Extensive truss member replacement or strengthening • Modify/Widen existing stone abutments • Restore ornamental lattice railing • Approach roadway widening and vertical adjustment to meet widened bridge • Modifications to the overhead bracing on the bridge to improve vertical clearance
Alternate 1C - Summary
• Historic Resource Impacts: This Alternative will adversely impact the historic bridge appearance and characteristics • Environmental Impacts: Work adjacent to river for abutment widening. Floodplain impacts. • Right-of-Way Impacts: Construction & grading easements required • Traffic Impacts: Road closed during construction • Construction Duration: 15 months • Probable Construction Cost: $3.70 Million • Meet Current Standards: No Alternate 2 – Proposed Work New bridge construction Existing bridge remains as Pedestrian Facility (HL93 - 36 ton Load Capacity) – 31’ Roadway
• New bridge construction with widened roadway to accommodate 2-lanes of vehicular traffic and bike/pedestrian area • Meets current Design Standards • Existing bridge rehabilitated as Pedestrian Facility • Approach roadway improved to meet new bridge • No load or height restrictions
Alternate 2 – New Bridge (HL93 - 36 ton Capacity) – Two 12’ Lanes w/Shoulders
Bridge Plan & Elevation Alternate 2 - Summary
• Historic Resource Impacts: Significant visual impacts from the new bridge • Environmental Impacts: Significant impacts within waterway & floodplain • Right-of-Way Impacts: Taking approx. 1 acre plus construction & grading easements • Traffic Impacts: Road closed during construction • Construction Duration: 24 months • Probable Construction Cost: $10.20 Million • Meet Current Standards: Yes COST COMPARISON
COST-EFFECTIVE OPTION
WE RECOMMEND…... Alternate 1B Alternate 1B - Summary Bridge Rehab. at Existing Roadway Width (HS20 - 36 ton Load Capacity) – Single Lane • Historic Resource Impacts : This Alternative will avoid adverse affects to the historic bridge significance and characteristics • Bridge Improvements: Improved load capacity with minor approach roadway improvements • Environmental Impacts: Minimal/Temporary • Right-of-Way Impacts: Temporary Easements • Traffic Impacts: Road closed during construction • Project Construction Duration: 10 months • Probable Construction Cost: $2.90 Million Alternate 1B – Rehabilitation Plan Bridge Rehab. at Existing Roadway Width (HS20 - 36 ton Load Capacity) – Single Lane
Element Rehabilitation Plan Alternate 1B – Rehabilitation Plan Bridge Rehab. at Existing Roadway Width (HS20 - 36 ton Load Capacity) – Single Lane
Bridge Cross Section Contact Information
• CTDOT Ms. Priti Bhardwaj, P.E. 2800 Berlin Turnpike, P.O. Box 317546 Newington, Connecticut 06131-7546 Email: [email protected]
• TranSystems Corporation Mr. Brian McGovern, P.E. 530 Preston Avenue, Suite 100 Meriden, Connecticut 06450 Email: [email protected]
THANK YOU…
Questions or Comments
Town of Canton, TranSystems Corporation and Connecticut Department of Transportation
TOWN OF CANTON, CONNECTICUT SPECIAL TOWN MEETING Wednesday, January 21, 2015
The Annual Town Meeting of the Town of Canton was held on Wednesday, January 21, 2015, at 7:00 p.m. at the Canton Town Hall Auditorium, 4 Market Street, Collinsville, CT. David Leff, Town Moderator, called the meeting to order at 7: 00 p.m. The Town Clerk, Linda Smith, read the call of the meeting and the return of notice.
The Moderator reminded the audience that in accordance with the Town Charter, no binding votes will be taken.
Richard Barlow dedicated the FY2013-2014 to Mr. Richard Ohanesian. Mr. Ohanesian was a member of the Board of Finance for sixteen years from 1995 to 2003 and from 2005 until 2013. As an active member of the Board, Richard served as the Chairman for two consecutive terms. Under his leadership the Town continued to enhance and expand many town programs while at the same time control annual tax increases. During his tenure, the Town participated in many capital projects including major school expansions, construction of a new police station, bonding for major road improvements and roof replacements, upgrades to the swimming pool at Mills Pond and construction of a new track and field with parking lot improvements at the Canton High School. Richard was known for fiscal conservatism and he had the ability to focus on the long term impacts of issues presented to the Board of Finance. He promoted strong fiscal controls and enhanced management practices that kept pace with ever expanding public financial standards. His thoughtful and balanced approach benefited the Town by allowing the controlled expansion of Town and education services while maintaining a low tax impact on our citizens. Under his leadership, the Town was able to increase the value of its unallocated reserve funds in a very challenging economic climate which was a key factor in obtaining a favorable bond rating. At the same time, the Town was able to purchase open space including the Cannon Preserve and Carpenter property, thereby retaining the rural character of Canton for future generations.
The Moderator then yielded the floor to Mr. Robert Skinner, Chief Administrative Officer, to:
HOLD A DISCUSSION on rehabilitation options for Town Bridge Road Bridge over the Farmington River [Bridge No. 05222] as specified in the Preliminary Structure Report dated November 2014 and prepared by TranSystems Corporation. A copy of the report is available on the Town Web Site at www.townofcantonct.org and at the Town Clerk’s Office and the Canton Public Library.
Mr. Skinner reviewed the recent history of the bridge’s condition and lowered weight limit. Beginning in 2008 the Board of Selectmen began looking at the options for the bridge. In 2010 we were awarded a $6,683,232 Federal grant, 20% of which needed to be paid for by the Town ($1,336,646). We applied for, and received, a $200K STEEP grant which will go towards that Town share. A Town referendum in November 2010 accepted the grant and permitted fund balance to pay for the remainder of the Town share. We then went to an RFP process and hired Transystems as consultants on the project.
Brian McGovern, Project Manager from Transystems Corp, used a PowerPoint presentation to outline the bridge options. He discussed:
• Project Timeline • Project Goals • Existing Bridge Description • Existing Bridge Conditions • Alternatives o Alternate N (Do Nothing) o Alternate 1A o Alternate 1B o Alternate 1C o Alternate 2 • Cost Comparison • Cost Effective Option • Alternate 1B Summary & Rehabilitation Plan
Mike Marzi, representative from the State of Connecticut Department of Transportation Office of Rights of Way, discussed the process of establishing easements on properties and the taking of land. The Alternative chosen by the Town will determine the extent of the process. If Alternate 1B were chosen, temporary easements, which would be extinguished after construction, would be established.
Before opening up the discussion to the audience, the Moderator commented that one of the things that make Town Bridge special is that it is a wholly made Connecticut product. It was made by Berlin Iron Works in Berlin CT.
Discussion: Dexter Cheney:19 Town Bridge Road Kathy Munroe: 17 Town Bridge Road Anthony Newman: 5 Whirling Dun Ken Bierut: 5 Wickhams Fancy David Sinish: 20 Dyer Ave David Hudon: 48 Gildersleeve Ave Eric Jackson: 137 Main Street Fred Schott: 51 Wickhams Fancy Davida Greacen: 31 Country Lane Rachel Baugher: 24 Country Lane Bob Bessell: 4 South Street John Benoit: 131 Torrington Ave Kelly Hagymasi: 26 Country Lane Additional comments were made by Mr. Skinner and Mr. McGovern that the cost estimates presented at the meeting were construction costs only. Additional design and oversight costs would need to be added in. Because these grants have already been accepted at referendum (Nov 2010) the next step would be getting a Board of Selectmen recommendation of which Alternative to proceed with, getting final DOT approvals on that recommendation and beginning the restoration/construction/repair work. The consensus in preliminary discussions is option 1B.
Ken Humphrey made a motion to adjourn. Bob Bessell seconded.
The meeting adjourned at 8:11pm
Linda Smith Linda Smith, Town Clerk Linda Smith Linda Smith, Town Clerk
Received for record 1/22/2015
-----Original Message----- From: Barlow, Richard Sent: Thursday, January 15, 2015 9:55 AM To: Skinner, Robert Subject: FW: Private duty police
-----Original Message----- From: Sen. Witkos, Kevin [mailto:[email protected]] Sent: Wednesday, January 14, 2015 7:43 PM To: Barlow, Richard Subject: Private duty police
Dick, Please see below. This is a constant complaint that I hear. Is the BOS willing to assist in this predicament? I know the officers salary is contractual but I also know the town adds a significant amount to the bill for other "costs ". The value of these community events is what makes Canton special.
Thoughts on hosting a Collinsville 5K toad race "Definitely but before we proceed with any plans, we would need a confirmation that the Canton Police will not charge the fees we currently pay for the Litchfield Hills Triathlon. The Canton Police Department is the most expensive private duty expense we have experienced in the state of CT. They charge triple time, an amount that can’t be supported by a 5K in town. If you can get agreement from the PD on a less costly fee, we could move forward. I think we could stage a great race in Collinsville."
Kevin
Sent from my iPhone please excuse any typos or auto correct with wrong words
Bloomfield In Bloomfield it’s a bit complicated. For officers, we calculate the private job rate based on the top step officers premium overtime rate plus 57.56%, which is made up of the below breakdown: Taxes- 7.65% Pension-30.90% Workers Comp- 3.30% Liability Ins- 3.71% Administration- 12.00% Sergeants and Lieutenants receive their premium overtime rate with the additional 57.56%. Jobs are hired at 4 or 8 hour rates. We charge the same rate for all private duty jobs, whether it’s a non-profit or for-profit company. We currently don’t charge sales tax and we don’t adjust the rate based on the Officer, Sergeant or Lieutenant that is assigned the job.
Farmington Private Duty Rates of Pay
Extra Duty jobs in the Town of Farmington are calculated in blocks of four (4) hours. (Any additional time incurred over 4 hours is billed for an additional 4 hours, regardless of whether it's for the town or a non-profit) Overtime rates vary from approximately $42.00 to $66.33 per hour, depending on rank and length of service. The rates of pay are not fixed and depend on current salary steps and union increases. (Overtime rate of pay is equal to the officer's hourly rate of pay times 1.5). There is a maximum amount that can be billed ($66.33), which covers Ltnts, Captains, etc) An additional fee of 35% is added to the cost for administrative and insurance costs. Police cruisers are either used at the discretion of the Shift Supervisor (depending upon need and availability), or they may be requested. The fee for cruisers is $10.00 per hour. Town Departments are charged the full amount, but typically would not be charged for the cruiser fee. The only exception to this is the Fire Department whose 35% admin. fee gets waived All private duty jobs that occur on "Super Holidays" (New Year's Day, Easter Sunday, Independence Day, Labor Day, Veterans Day, Thanksgiving Day and Christmas Day), are charged 2.5 times the overtime rate of pay. (Besides the "Super Holidays" any jobs that occur Monday-Sunday are at the regular 1.5 overtime rate). Cancellation Policy: The job must be cancelled 90 minutes before the start of the job, or they will be responsible for paying for the entire amount, minus the cruiser fee. Ie: If a company cancels a job, that was supposed to start at 9am), at 8:30am that same day, and one officer signed up for both 4 hour blocks (9-1 and 1-5), they'd be liable to pay the full 8 hours. If 2 different officers signed up (one for the 9-1 block and a different officer for the 1-5 block), they would only need to pay the 4 hours, because the other officer was able to be notified way before the 90 minute window. According to our Finance Department, sales tax is not charged to the companies, non-profit organizations or Town Departments. The Town Council can approve the charges to be waived for a non-profit group. If not brought to the Town Council to vote on, the non-profit group is charged the full amount, including cruiser and admin fees.
Simsbury OT Rate is $75.00 per hour in four hour blocks. Cost does not change for non-profits. Use of a vehicle is $10.00 per hour.
Granby Granby is $75/hour for all in 4 hour blocks. (Per the chief the town offers a discount for some non-profits)
Windsor The private duty rates in Windsor are calculated as follows;
FY15 FY 16 Officer's Private Duty Pay: 59.6 Hrly rate (per contract) 2 61.56 0.8 0.8 Medicare (1.45%) 6 9 9.8 10.1 MERF (16.5%) 4 6 3.7 3.8 FICA (6.2%) 0 2 74.0 76.4 Total hourly 2 3
12.7 12.7 Administration fee 9 9 Hourly billing rate to 86.8 89.2 customer 1 2
Car Usage Fee (p/hr if 15.0 15.0 needed) 0 0 101.8 104.2 Hourly billing with car 1 2
Fee Structure: 296.0 305.7 Non-Profit, 4 hrs or less 8 2 74.0 Non-Profit, over 4 hours 2 76.43 p/hr 74.0 BOE /Municipal 2 76.43 p/hr 347.2 Construction, 4 hrs or less 4 356.88 694.4 Construction, 4 hrs to ≤ 8 hrs 8 713.76 1,041.7 Construction, 8 hrs to ≤ 12 hrs 2 1070.64 Construction > 12 hrs (per 86.8 hour) 1 89.22 p/hr
Officers are paid in 4 hour blocks up to 12 hours after which they are paid by the hour. We also have an 8 hour cancellation policy where in if the contractor cancels the job up to 8 hours prior to the start time the officer will be paid a minimum of 4hrs. Because of the high number of private duty jobs that we get we have instituted a policy that contractors must order an officer no less than 24 hours in advance which can be waived by a supervisor if the job is of an emergency nature i.e. water main break. My addition note Does not appear that Non-profits are charged the admin fee.
Windsor Town jobs are billed the Sgt OT rate that officers receive – 63.00 hr currently Locks Non –profits pay the reg 85.00 per hr. plus 15.00 per hr for a vehicle.
Avon
Canton PRIVATE DUTY RATES OF PAY REVISED: July 2014
1. Definitions: a. Private Police Duty: The term ‘Private Police Duty” for the purposes of this statement, shall mean Private Police Duty for which the town is reimbursed for such police services by a third party.
b. OverTime Rate of Pay: Overtime rate of pay is equal to the officer’s hourly rate of pay times 1.5 times 4 hour minimum. Rates of pay are not fixed and depend on current salary steps and union increases. Overtime rate of pay includes the following additional fees and taxes unless otherwise noted (or applicable). 30% administrative fee 45% fringe benefit fee $10 per hour (or portion thereof) vehicle fee (mandatory). 6.35% Connecticut state sales tax (tax exempt verification must be submitted when work is requested via W-9 state tax exempt form).
2. Example of typical Private Duty job: $35.91* x 1.5 = $53.865 x 4 (4 hour minimum pay block) = $215.46 Add 30% administrative fee $ 64.64 SubTotal $280.10 Add 45% fringe benefit fee $126.05 SubTotal $406.15 Add vehicle fee ($10) 4 hour minimum $ 40.00 SubTotal $446.15 Add sales tax (where applicable) 6.35% $ 28.33 Grand Total $474.48
3. Town Departments: Town of Canton Departments are charged only the overtime rate of pay. They are not charged administrative, fringe benefit, vehicle fees or sales tax.
4. Non-Profit Agencies: Non-Profits are not charged Connecticut State sales tax, but will be charged all administrative and vehicle fees.
5. Minimum Pay Blocks: All construction and utility jobs are billed in four (4) hour blocks with a minimum of four (4) hours. NOTE: Any additional time incurred over 4 hours is billed for an additional four (4) hour block. For all other private duty work (town or non-profit) any additional hours beyond the first 4 hour minimum are paid for the actual time worked.
6. Sundays/Holidays: All jobs occurring on Sundays or holidays are charged at two (2) times the overtime rate of pay.
7. CANCELLATION POLICY: Failure to cancel an officer three (3) hours prior to the designated time to report for job will result in a four (4) hour minimum of the overtime rate of pay (no vehicle fee will be assessed). Town Departments are not subject to any cancellation fees.
*For the example above, the mid-range Officer at Step 4 ($35.91) was used. The rates will change depending on the Officer or Sergeant’s current salary step. Pay rate’s change annually! Please do not use this guide beyond June 30, 2015.
Please call the Police Department Administrative Office at 860-693-7692 with any questions or concerns.
CANTON POLICE DEPARTMENT PRIVATE DUTY RATES OF PAY REVISED: July 2014
1. Definitions: a. Private Police Duty: The term ‘Private Police Duty” for the purposes of this statement, shall mean Private Police Duty for which the town is reimbursed for such police services by a third party.
b. OverTime Rate of Pay: Overtime rate of pay is equal to the officer’s hourly rate of pay times 1.5 times 4 hour minimum. Rates of pay are not fixed and depend on current salary steps and union increases. Overtime rate of pay includes the following additional fees and taxes unless otherwise noted (or applicable). 30% administrative fee 45% fringe benefit fee $10 per hour (or portion thereof) vehicle fee (mandatory). 6.35% Connecticut state sales tax (tax exempt verification must be submitted when work is requested via W-9 state tax exempt form).
2. Example of typical Private Duty job: $35.91* x 1.5 = $53.865 x 4 (4 hour minimum pay block) = $215.46 Add 30% administrative fee $ 64.64 SubTotal $280.10 Add 45% fringe benefit fee $126.05 SubTotal $406.15 Add vehicle fee ($10) 4 hour minimum $ 40.00 SubTotal $446.15 Add sales tax (where applicable) 6.35% $ 28.33 Grand Total $474.48
3. Town Departments: Town of Canton Departments are charged only the overtime rate of pay. They are not charged administrative, fringe benefit, vehicle fees or sales tax.
4. Non-Profit Agencies: Non-Profits are not charged Connecticut State sales tax, but will be charged all administrative and vehicle fees.
5. Minimum Pay Blocks: All construction and utility jobs are billed in four (4) hour blocks with a minimum of four (4) hours. NOTE: Any additional time incurred over 4 hours is billed for an additional four (4) hour block. For all other private duty work (town or non-profit) any additional hours beyond the first 4 hour minimum are paid for the actual time worked.
6. Sundays/Holidays: All jobs occurring on Sundays or holidays are charged at two (2) times the overtime rate of pay.
7. CANCELLATION POLICY: Failure to cancel an officer three (3) hours prior to the designated time to report for job will result in a four (4) hour minimum of the overtime rate of pay (no vehicle fee will be assessed). Town Departments are not subject to any cancellation fees.
*For the example above, the mid-range Officer at Step 4 ($35.91) was used. The rates will change depending on the Officer or Sergeant’s current salary step. Pay rate’s change annually! Please do not use this guide beyond June 30, 2015.
Please call the Police Department Administrative Office at 860-693-7692 with any questions or concerns.
From: Richard Hutchings [mailto:[email protected]] Sent: Wednesday, January 21, 2015 12:39 PM To: Skinner, Robert; OToole, Amy Cc: Dan Ege; Craig Robbins; Micheal Yacovino JR.; Boyko, Harriet; 'Bunnell, John F.'; DA.Kemp Subject: removal of capital project/ add stipend to fire police LT
Bob/ Amy- After some discussions with our radio vendor the capital improvement project for the fire service listed for radio improvement for a request of 25,000 dollars will not work with the current system. So I am respectfully requesting that this item be removed from the CIP budget for consideration in this current budget process. However the Fire and EMS radio system as a whole will need to be upgraded in the not too distant future.
I am also requesting that the Board of Selectman fund the position of Fire police lieutenant with a stipend equal to that of the other lieutenant s which I believe is 500 dollars. This position was left unfilled for a few years . However the fire police division has filled all the allot position for members and their current LT. John Malentacchi has served in this position for the last two years without a stipend. Thus I am seeking to fund this position as there has been a demonstrated need for this position and warrants equal stipend funding as that of the other lieutenants.
I also would like to add the position of a lieutenant of the EMS to our organization chart. This position would be the primarily scheduler of duty time and coverage. This task is, as you can easily imagine, is a difficult one and very dynamic. To be assured that the ems service has enough personal in the right combination to response to calls is difficult at best. As everyone is a volunteer it is often difficult to get every position filled. Having one person to be responsible for this process would make the process a bit easier and by giving it a rank provides some authority to carry out these duties. I would like to add this position unfunded for this year and if the position develops, as I hope it will, then fund it for a stipend next year.
Thank you for your time in this matter Chief Hutchings
TOWN OF CANTON FOUR MARKET STREET P.O. BOX 168 COLLINSVILLE, CONNECTICUT 06022-0168 OFFICE OF THE CHIEF ADMINISTRATIVE OFFICER
BOARD OF SELECTMEN MEETING AGENDA SUBMISSION FORM
Cherry Brook Primary School and Canton Junior/Senior High School Title of Submission: required local resolutions for State DOE School Grant Applications
January 22, 2015 Date of Submission:
January 28, 2015 Date of Board Meeting:
Individual or Entity making the submission:
George Wallace, Project Administrator
1. Action requested of the Board of Selectmen (Acceptance of gift, approval to submit grant application, approval of contract, information only, etc. Be as specific as possible with respect to the desired action of the Board.): The Individual or Entity making the submission requests that the Board of Selectmen: Pass the following resolutions: (1) RESOLVED, that the Board of Selectman authorizes the Town of Canton Board of Education to apply to the Commissioner of Education and to accept or reject a grant for the roof project(s) at Cherry Brook Primary School, and Canton Junior/Senior High School. (2) RESOLVED, that the Permanent Municipal Building Committee is hereby established as the building committee with regard to the roof project(s) at Cherry Brook Primary School, and Canton Junior/Senior High School. (3) RESOLVED, that the Board of Selectman hereby authorizes at least the preparation of schematic drawings and outline specifications for the roof project(s) at Cherry Brook Primary School, and Canton Junior/Senior High School. 2. Individual(s) responsible for submission (Please include complete contact information. If requested, the identified individual(s) should be prepared to present information to the Board of Selectmen at the Board Meeting.)
George M. Wallace, Project Administrator Town of Canton 4 Market Street Collinsville, CT 06022 [email protected] Phone 860-693-7855
3. Summary of Submission (Include in your summary (i) relevant dates and timelines; (ii) parties involved; (iii) a description of financial terms and conditions specifically identifying the financial exposure/commitment of the Town of Simsbury; (iv) other information that will inform the Board of Selectmen’s consideration of your submission. Include any additional information in an attached memorandum.)
Even though these resolutions have been passed in the past, because the Board of Education had to resubmit the roofing project applications to the State Department of Education it is necessary for the resolutions to be passed once again.
4. Description of documents included with submission (All documents must be in final form and signed by the appropriate party.): The following documents are included with this submission and attached hereto:
DRAFT MINUTES CANTON BOARD OF SELECTMEN Wednesday, January 14, 2015, Regular Meeting Community Center, Conference Room F, 7:00 pm
Selectmen Present: First Selectman Richard Barlow, Selectmen: Thomas Sevigny, David Gilchrist, Stephen Roberto, and Lowell Humphrey Absent: None
Also Present: Chief Administrative Officer Robert Skinner and Recording Secretary Kerri Kazlauskas
R. Barlow called the regular meeting of the Board of Selectmen to order at 7:00 pm.
I. PLEDGE OF ALLEGIANCE
II. PUBLIC PARTICIPATION- None
III. APPOINTMENTS / RESIGNATIONS- A. Reappointment of Al Bombassei (R) as an alternate to the Inland Wetlands & Watercourses Agency for a term to expire on 12/31/2018. – S. Roberto addressed the chairman’s suggestion to have A. Bombassei become a regular member however; there isn’t a regular member vacancy available at this time. MOTION: T. Sevigny moved to reappoint Al Bombassei (R) as an alternate to the Inland Wetlands & Watercourses Agency for a term to expire on 12/31/2018 and D. Gilchrist seconded the motion. The motion passed unanimously, 5-0-0.
B. Appointment of Sarah McCusker as Library Director. – R. Skinner explained the interview process that S. McCusker went through. He stated she was very qualified, knowledgeable, and educated. R. Skinner also reviewed her job related experiences. MOTION: D. Gilchrist moved to appoint Sarah McCusker as Library Director and T. Sevigny seconded the motion. L. Humphrey asked what the hiring salary is. R. Skinner explained the position was posted for $76,000-$84,500 and her salary is in mid-range. The motion passed unanimously, 5-0-0.
C. Appoint Lansford Perry to CRCOG Regional Planning Commission as primary appointee and Jonathan Thiesse as an alternate for a term to expire December 31, 2015. – R. Barlow explained that these appointees were recommended by the Planning and Zoning Commission. MOTION: D. Gilchrist moved to appoint Lansford Perry to CRCOG Regional Planning Commission as primary appointee and Jonathan Thiesse as an alternate for a term to expire December 31, 2015 and T. Sevigny seconded the motion. The motion passed unanimously, 5-0-0.
D. Reappointment of Marianne Burbank (D) as a regular member of the Canton Center Historic District Commission for a term to expire on 1/1/2019. - R. Barlow addressed some concerns he had with M. Burbank. M. Burbank decided not to continue with the conversation and retracted her request for reappointment. No Motion Made.
IV. ADOPTION OF CONSENT AGENDA A. Refund of Taxes pursuant to Connecticut General Statutes 12-129. - MOTION: T. Sevigny moved to approve the Consent Agenda and D. Gilchrist seconded the motion. The motion passed unanimously, 5-0-0.
V. CONSIDERATION OF OLD BUSINESS A. Review and possibly accept a Preservation of Place Grant for $10,000 to fund a marketing campaign for Collinsville and then refer to Board of Finance for final approval. – R. Barlow complimented the Economic Development Agency (EDA) for doing the work of putting this together. MOTION: T. Sevigny moved to accept a Preservation of Place Grant for $10,000 to fund a marketing campaign for Collinsville, refer to Board of Finance for final approval and authorize the First Selectman to sign acceptance letter by January 16, 2015 and D. Gilchrist seconded the motion. D. Gilchrist asked what the EDA’s function will be in both the proposal and the administrative stages. R. Bessel replied that they have a RFP that they are preparing. The RFP will be brought to N. Pade and then go to the CAO for approval to be sent out. He stated there will be communication between the EDA, N. Pade, and the CAO’s office. In addition, R. Bessel pointed out that this is for all of Canton not just Collinsville. He stated the EDA is getting feedback from a lot of folks and those messages are heard. S. Roberto spoke to past concerns from other parts of the town that there seems to be large focus on Collinsville. He suggested that the marketing boards integrated Canton as well as Collinsville. R. Bessel advised they are bearing in mind that option. The motion passed unanimously, 5-0-0.
B. Review status of Ladder Truck replacement. – R. Skinner reviewed the steps that have taken place thus far. He shared that the Board of Finance (BOF) held a special meeting to discuss however; they’ve postponed any voting on the matter until their regular meeting on 01.20.15. R. Skinner shared that the cost estimate provided few repairs for $155,810 however he explained some of this was just an estimate due trouble getting the necessary information. T. Sevigny asked if the truck was worth the amount it cost to repair and R. Skinner replied that it wasn’t. He stated that the BOF asked for him to come back to them with payment options for purchasing a new truck. R. Skinner reviewed the bonding options and timeline. R. Barlow commented on the outstanding job C. Robbins has done gathering and providing the requested information to the BOF. MOTION: T. Sevigny moved to schedule a Special Board of Selectmen Meeting for 6:00pm (prior to Annual Town Meeting) at the Town Hall Auditorium on January 21, 2015 to discuss and possibly set a Town Meeting date to authorize funding for a ladder truck and L. Humphrey seconded the motion. L. Humphrey asked R. Skinner about a bonding request from the Board of Education (BOE). R. Skinner stated that the BOF is aware of the request however, the necessary information needed to move forward on the request hasn’t been provided by the BOE as of yet. D. Gilchrist reiterated that he has not met with Chief Hutchings or C. Robbins to discuss the ladder truck and therefore he still feels he does not have an adequate understanding to vote on spending the money at this time. He will try to meet with C. Robbins prior to the special meeting. The motion passed unanimously, 5-0-0.
VI. CONSIDERATION OF NEW BUSINESS A. Review and possibly approve Traffic Signal Easement Request [Main Street at Bridge Street]. - G. Wallace reminded the Board that this signal project started several years before he worked for the Town. He reiterated the steps that have been taken so far and what he is recommending at this point in order to advance this project. S. Roberto asked G. Wallace if he expected to see more traffic at River St and Center St as a result of the traffic signal. G. Wallace responded that it may increase traffic however he expects many people may prefer the traffic signal route because they will definitely have an opportunity to turn left. The following two motions were made: MOTION: D. Gilchrist moved to approve the Resolution granting to the Department of Transportation an easement for the purpose of installing a Traffic Control Signal at the intersection of Main Street and Bridge Street and authorize the First Selectmen to sign all necessary documents and T. Sevigny seconded the motion. The motion passed unanimously, 5-0-0.
MOTION: D. Gilchrist moved to approve the resolution waiving compensation and an appraisal for the easement conveyed to the Department of Transportation as part of the installation of the Traffic Control Signal at the intersection of Main Street and Bridge Street and L. Humphrey seconded the motion. The motion passed unanimously, 5-0-0.
B. Review road improvement options for lower East Hill Road. – R. Skinner and G. Wallace discussed the grant stipulations and the possible costs to the Town. R. Skinner explained that by not accepting the grant and the Town could bid and oversee work almost for the same cost and it would save tax payers money. The Board discussed the possible effects widening the road would have on the traffic flow and parking on the road. Motion: D. Gilchrist moved to authorize the Chief Administrative Officer to withdraw the Town’s Local Transportation Capital Improvement Program (LOTCIP) grant application due to increased costs and possible hardship to local residents from compliance with DOT regulations and T. Sevigny seconded the motion. The motion passed unanimously, 5-0-0.
VII. MINUTES OF PREVIOUS MEETINGS A. Approval of Board of Selectmen Minutes: 12-23-2014 Regular Meeting- MOTION: S. Roberto moved to accept the 12.23.14 Regular Meeting minutes as presented and D. Gilchrist seconded the motion. The motion passed unanimously, 5-0-0.
VIII. COMMUNICATIONS FROM THE CAO, TOWN AGENCIES, OFFICIALS AND/OR OTHER GOVERNMENTAL AGENCIES AND OFFICIALS A. First Selectman’s Report- R. Barlow discussed the presentation he attended at the Farmington Valley Health District Meeting. He stated that in the past there was a concern about the frequency of inspections at the restaurants. He was happy to report that the back log has been significantly reduced. R. Barlow also reported that for the first time the district is setting up a modest capital reserve fund of $5000. He shared that he attended the Cost Council Small Town Annual Meeting today. R. Barlow shared the Governor and leaders of the general assembly were there. He shared that the Governor expressed his desire to make infer-structuring a major component of the budget this year. He explained we would probably see the budget coming out from the governor to legislators that would continue to hold the line of our contributions. He stated it was a relatively positive meeting. B. CAO Report- R. Skinner spoke to the possibility of changing the election location. He stated that he is still looking into options and shared the steps he has taken so far. S. Roberto asked why we wouldn’t use the school if the kids were not there. R. Skinner explained the reasons why the schools could not be the exclusive location and informed the Board he would have a report in the near future. R. Skinner reiterated that a few meetings ago the Board authorized expenditures up to $20,000 for studying the flood plain regulations at the existing Highway Garage. He stated that he received two proposals that are currently under review. R. Skinner shared that the Transfer Station will be starting a mattress recycling program. There will be no cost to dispose of your mattress however you will still need to have a Transfer Station pass. He also communicated that he has met with all of the department heads to go over the budgets. They are still reviewing and prioritizing. R. Skinner provided the Board of an overview how much the Public Works Department has spent so far for the winter season. He then updated the Board on personnel changes with the Town staff. C. Correspondence- a. CT Department of Consumer Protection b. CT Department of Energy & Environmental Protection c. Recycling rebate check in the amount of $9,794.90 from the Material Innovations and Recycling Authorities
IX. REMARKS BY SELECTMEN- R. Barlow stated there were three areas he would like to see more funding in the next years budget. First, he wanted to see another $100K for annual road improvements. Secondly, he identified a need to do an evaluation for the Fire/EMS facility based on the upcoming changes for those services. He wants $25K to go towards that. Lastly, he wants to have video streaming for the Board of Selectmen meetings. He doesn’t know an approximate cost for that at this time. D. Gilchrist asked R. Skinner if he could find out how many times our website is used by people wishing to hear the BOS recorded meetings. S. Roberto commented on the frustrations they have had in the past with the Fire/EMS’s communication. He stated the he has seen an improvement and that C. Robbins presentation was very good. R. Skinner recapped the questions that he had asked Fire and EMS on behalf of the Board. He stated he would have the answers to those questions very soon and would pass the information along.
XI. EXECUTIVE SESSION- Pending Litigation (Canton v. Cadle) pursuant to Connecticut General Statutes Section 1-200(6)(B) - MOTION: L. Humphrey moved to executive session to discuss Pending Litigation (Canton v. Cadle) pursuant to Connecticut General Statutes Section 1-200(6)(B) and T. Sevigny seconded the motion. S. Roberto recused himself from the meeting. The motion passed unanimously, 4-0-0.
X. ADJOURMENT MOTION: L. Humphrey moved to adjourn the regular meeting of the Board of Selectmen at 9:08 pm and T. Sevigny seconded the motion. The motion passes unanimously, 4-0-0. DRAFT MINUTES CANTON BOARD OF SELECTMEN Wednesday, January 21, 2015, Special Meeting Town Hall Auditorium, 6:00 pm
Selectmen Present: First Selectman Richard Barlow, Selectmen: Thomas Sevigny, David Gilchrist, Stephen Roberto, and Lowell Humphrey Absent: None
Also Present: Chief Administrative Officer Robert Skinner and Executive Assistant Claudia Nardi
R. Barlow called the Special Meeting of the Board of Selectmen to order at 6:00 pm.
I. PLEDGE OF ALLEGIANCE
II. PUBLIC PARTICIPATION – None
III. CONSIDERATION OF OLD BUSINESS A. To consider and act upon a resolution making recommendations with respect to an appropriation and borrowing authorization for acquisition of a ladder truck and related equipment for use by the Town of Canton Volunteer Fire & EMS Department, and the funding of the appropriation in whole or in part from available unencumbered general fund balance; setting the date for a Special Town Meeting to consider and act upon such capital expenditure; and making other determinations and authorizations in connection therewith – R.Skinner stated that there are two (2) resolutions within the BOS packet. One is dated Wednesday, February 4th, the other dated Monday, February 9th. He further stated that if the meeting was held on February 4th, it would be held in the Multi- purpose room at the Community Center as the Auditorium at the Canton High School was unavailable for use. Furthermore, the date of February 9th would interfere with Budget Workshops already scheduled, but Mr. Skinner proposed the option to hold the Budget Workshop at an earlier time on that same day. There was a concern that the Multi-purpose room may not be large enough to hold the meeting. MOTION: R. Barlow moved to set the date of Wednesday, February 4, 2015 at 7:00 p.m. in the Multi-purpose Room at the Community Center, 40 Dyer Avenue in Canton to consider and act upon the following:
“That the Town of Canton appropriate $950,000 for costs in connection with the acquisition of a ladder truck and related equipment for use by the Town of Canton Volunteer Fire & EMS Department, and authorize the issuance of bonds, notes or temporary notes in an amount not to exceed $950,000 to finance the appropriation.
FURTHER RESOLVED, that a Special Town Meeting be held on Wednesday, February 4, 2015 at 7:00 p.m. in the Multi-Purpose Room at the Community Center, 40 Dyer Avenue in Canton to consider and act upon the above recommendations. FURTHER RESOLVED, that due and proper notice of the Special Town Meeting to be held on Wednesday. February 4, 2015 be given.”
D. Gilchrist seconded the motion. The motion passed unanimously, 5-0-0.
IV. REMARKS BY SELECTMEN – R. Skinner and R. Barlow informed the BOS regarding the upcoming Capital Improvements of the window and asbestos project at the Canton Public schools. The total cost of the project is estimated to be $5.3million. The BOF seemed to think that the asbestos and window could be done in phases. R. Skinner went onto say that a project of this size may go to PMBC and wanted to bring it to the BOS attention as it could be a part of bonding.
X. ADJOURNMENT MOTION: D. Gilchrist moved to adjourn the special meeting of the Board of Selectmen at 6:14 pm and T. Sevigny seconded the motion. The motion passed unanimously, 5-0-0.
01/14/2015 15:43 |TOWN OF CANTON |PG 1 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ACCOUNTS FOR: ORIGINAL REVISED AVAILABLE PCT 010 GENERAL FUND APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
1001010 BOARD OF SELECTMEN ______
1001010 51120 FIRST SELECTMAN'S SA 15,000 15,000 7,211.50 1,153.84 .00 7,788.50 48.1% 1001010 56950 MTG. DUES/SUBSCRIPTI 16,920 16,920 16,771.65 90.00 .00 148.35 99.1%* 1001010 57200 PRINTING 1,100 1,100 .00 .00 .00 1,100.00 .0% 1001010 57500 ADVERTISING 1,000 1,000 790.55 121.40 .00 209.45 79.1%* 1001010 59900 MISCELLANEOUS 0 0 500.00 .00 .00 -500.00 100.0%* 1001010 60050 NEWSLETTER 9,000 9,000 2,280.00 .00 .00 6,720.00 25.3%
TOTAL BOARD OF SELECTMEN 43,020 43,020 27,553.70 1,365.24 .00 15,466.30 64.0%
1001020 CHIEF ADMINISTRATIVE OFFICER ______
1001020 51000 FULL TIME SALARIES 54,000 54,000 25,746.42 4,153.85 .00 28,253.58 47.7% 1001020 51110 SUPERVISORY'S SALARI 122,286 122,286 58,304.24 9,406.62 .00 63,981.76 47.7% 1001020 51200 PART TIME 24,275 24,275 10,210.79 1,649.34 .00 14,064.21 42.1% 1001020 51301 FULL TIME HOURLY 0 0 802.38 133.73 .00 -802.38 100.0%* 1001020 53000 EQUIPMENT PURCHASE 300 300 .00 .00 .00 300.00 .0% 1001020 53700 POSTAGE METER RENTAL 1,800 1,800 .00 .00 895.38 904.62 49.7% 1001020 55200 MILEAGE 2,550 2,550 .00 .00 .00 2,550.00 .0% 1001020 56100 POSTAGE 900 900 1,045.34 98.22 .00 -145.34 116.1%* 1001020 56205 CELL PHONE 0 0 42.18 .00 .00 -42.18 100.0%* 1001020 56820 MEDICAL DOCTORS 1,300 1,300 2,060.50 358.50 863.00 -1,623.50 224.9%* 1001020 56910 REFERENCES/TEXTS 300 300 .00 .00 .00 300.00 .0% 1001020 56920 CONSULTANT 25,000 25,000 1,000.00 159.00 8,469.00 15,531.00 37.9% 1001020 56950 MTG. DUES/SUBSCRIPTI 1,678 1,678 1,098.29 .00 .00 579.71 65.5%* 1001020 57100 OFFICE SUPPLIES 3,400 3,400 1,492.91 .00 367.78 1,539.31 54.7%* 1001020 57105 POSTAGE METER SUPPLI 700 700 97.50 .00 .00 602.50 13.9% 1001020 57500 ADVERTISING 4,000 4,000 45.00 45.00 .00 3,955.00 1.1% 1001020 57600 COMPUTER SUPPLIES 400 400 .00 .00 .00 400.00 .0%
TOTAL CHIEF ADMINISTRATIVE OFFICE 242,889 242,889 101,945.55 16,004.26 10,595.16 130,348.29 46.3%
1001030 ELECTIONS ______
1001030 51130 REGISTRAR OF VOTERS 14,000 14,000 6,730.75 1,076.92 .00 7,269.25 48.1% 1001030 51140 REGISTRARS DEPUTIES 5,000 5,000 2,403.75 384.60 .00 2,596.25 48.1% 1001030 52020 ELECTION WORKERS 3,500 3,500 1,646.00 .00 .00 1,854.00 47.0%
01/14/2015 15:43 |TOWN OF CANTON |PG 2 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ACCOUNTS FOR: ORIGINAL REVISED AVAILABLE PCT 010 GENERAL FUND APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
1001030 55000 MEMORY CARD CODING 1,174 1,174 1,199.00 .00 .00 -25.00 102.1%* 1001030 55200 MILEAGE 300 300 134.40 .00 .00 165.60 44.8% 1001030 56090 CANVASSING LIST 125 125 .00 .00 .00 125.00 .0% 1001030 56100 POSTAGE 650 650 146.95 31.20 .00 503.05 22.6% 1001030 56720 MEALS 500 500 251.22 .00 .00 248.78 50.2%* 1001030 56950 MTG. DUES/SUBSCRIPTI 1,300 1,300 660.00 .00 .00 640.00 50.8%* 1001030 57100 OFFICE SUPPLIES 300 300 95.00 95.00 .00 205.00 31.7%
TOTAL ELECTIONS 26,849 26,849 13,267.07 1,587.72 .00 13,581.93 49.4%
1001050 PROBATE COURT ______
1001050 59100 DEPARTMENT EXPENSE 2,719 2,719 2,719.00 .00 .00 .00 100.0%*
TOTAL PROBATE COURT 2,719 2,719 2,719.00 .00 .00 .00 100.0%
1001100 TOWN COUNSEL ______
1001100 52160 GENERAL 35,000 35,000 10,008.75 1,820.00 5,934.00 19,057.25 45.6% 1001100 52170 LABOR 20,000 20,000 .00 .00 .00 20,000.00 .0% 1001100 52210 ENVIRONMENTAL LAW/LA 25,000 25,000 5,510.50 1,165.50 8,901.00 10,588.50 57.6%*
TOTAL TOWN COUNSEL 80,000 80,000 15,519.25 2,985.50 14,835.00 49,645.75 37.9%
1001110 TOWN CLERK ______
1001110 51110 SUPERVISORY'S SALARI 61,243 61,243 29,199.69 4,710.98 .00 32,043.31 47.7% 1001110 51200 PART TIME 307 307 6,191.64 2,268.00 .00 -5,884.64 2016.8%* 1001110 51301 Full TIME HOURLY 29,485 29,485 7,579.31 .00 .00 21,905.69 25.7% 1001110 51400 OVERTIME 250 250 .00 .00 .00 250.00 .0% 1001110 55200 MILEAGE 300 300 95.76 .00 .00 204.24 31.9% 1001110 55860 COPIER MAINTENANCE C 525 525 74.99 .00 .00 450.01 14.3% 1001110 55950 VITAL STATISTICS 250 250 .00 .00 .00 250.00 .0% 1001110 56100 POSTAGE 1,272 1,272 627.93 79.44 .00 644.07 49.4% 1001110 56205 CELL PHONE 480 480 200.00 40.00 .00 280.00 41.7% 1001110 56950 MTG. DUES/SUBSCRIPTI 785 785 350.56 160.00 .00 434.44 44.7% 1001110 57100 OFFICE SUPPLIES 1,140 1,140 483.04 123.16 .00 656.96 42.4% 1001110 57200 BALLOTS 6,400 6,400 4,886.66 .00 .00 1,513.34 76.4%*
01/14/2015 15:43 |TOWN OF CANTON |PG 3 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ACCOUNTS FOR: ORIGINAL REVISED AVAILABLE PCT 010 GENERAL FUND APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
1001110 57500 ADVERTISING 950 950 171.84 .00 .00 778.16 18.1% 1001110 57600 COMPUTER SUPPLIES 720 720 158.78 158.78 .00 561.22 22.1% 1001110 57700 PHOTOSTATING/BINDING 350 350 .00 .00 .00 350.00 .0% 1001110 57900 MICROFILMING/INDEXIN 18,604 18,604 7,810.18 1,274.69 7,290.00 3,503.82 81.2%* 1001110 60040 COPIER LEASE 900 900 367.70 73.54 .00 532.30 40.9%
TOTAL TOWN CLERK 123,961 123,961 58,198.08 8,888.59 7,290.00 58,472.92 52.8%
1001585 CONTINGENCY ______
1001585 59914 WAGE INCREASES 45,000 45,000 .00 .00 .00 45,000.00 .0% 1001585 59916 WAGE ADJUSTMENTS 30,798 30,798 .00 .00 .00 30,798.00 .0%
TOTAL CONTINGENCY 75,798 75,798 .00 .00 .00 75,798.00 .0%
1001901 INFORMATION TECHNOLOGIES ______
1001901 51300 FULL TIME SALARY 0 14,600 5,183.88 .00 .00 9,416.12 35.5% 1001901 53100 COMPUTER EQUIPMENT 16,090 16,090 6,549.92 .00 759.05 8,781.03 45.4% 1001901 53120 COMPUTER SOFTWARE PU 600 600 127.20 21.58 724.05 -251.25 141.9%* 1001901 55200 MILEAGE 0 0 83.77 .00 .00 -83.77 100.0%* 1001901 55830 COMPUTER SOFTWARE SU 2,395 2,395 .00 .00 1,000.00 1,395.00 41.8% 1001901 56340 CABLE/INTERNET 9,495 9,495 99.75 .00 .00 9,395.25 1.1% 1001901 56920 CONSULTANT 40,000 25,400 23,678.48 13,195.98 26,804.02 -25,082.50 198.8%* 1001901 60030 VOIP/WAN LEASE 34,546 34,546 2,147.83 461.96 .00 32,398.17 6.2%
TOTAL INFORMATION TECHNOLOGIES 103,126 103,126 37,870.83 13,679.52 29,287.12 35,968.05 65.1%
1002060 ASSESSMENT ______
1002060 51200 PART TIME 300 300 .00 .00 .00 300.00 .0% 1002060 51301 FULL TIME HOURLY 58,208 58,208 25,542.54 3,570.01 .00 32,665.46 43.9% 1002060 55200 MILEAGE 1,120 1,120 .00 .00 .00 1,120.00 .0% 1002060 55830 COMPUTER SOFTWARE SU 7,000 7,000 1,950.00 .00 5,050.00 .00 100.0%* 1002060 56100 POSTAGE 1,125 1,125 50.49 4.80 .00 1,074.51 4.5% 1002060 56910 REFERENCES/TEXTS 500 500 .00 .00 .00 500.00 .0% 1002060 56920 CONSULTANT 55,932 55,932 .00 .00 1,800.00 54,132.00 3.2% 1002060 56950 MTG. DUES/SUBSCRIPTI 100 100 .00 .00 .00 100.00 .0%
01/14/2015 15:43 |TOWN OF CANTON |PG 4 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ACCOUNTS FOR: ORIGINAL REVISED AVAILABLE PCT 010 GENERAL FUND APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
1002060 57100 OFFICE SUPPLIES 700 700 200.47 62.99 62.99 436.54 37.6% 1002060 57200 PRINTING 650 650 200.43 .00 .00 449.57 30.8% 1002060 57210 GRAND LIST PROCESSIN 600 600 .00 .00 .00 600.00 .0% 1002060 57220 MAPPING MATERIALS 3,200 3,200 3,200.00 .00 .00 .00 100.0%* 1002060 57500 ADVERTISING 100 100 .00 .00 .00 100.00 .0% 1002060 57600 COMPUTER SUPPLIES 400 400 89.60 .00 250.00 60.40 84.9%*
TOTAL ASSESSMENT 129,935 129,935 31,233.53 3,637.80 7,162.99 91,538.48 29.6%
1002080 TAX COLLECTOR ______
1002080 51110 SUPERVISORY'S SALARI 51,413 51,413 24,512.90 3,954.83 .00 26,900.10 47.7% 1002080 51200 PART TIME HOURLY 21,553 21,553 10,161.82 1,613.58 .00 11,391.18 47.1% 1002080 52100 BONDS 403 403 284.00 .00 .00 119.00 70.5%* 1002080 53400 COLLECTION SERVICES 250 250 250.00 .00 .00 .00 100.0%* 1002080 53401 STATE FEES 2,476 2,476 2,475.27 .00 .00 .73 100.0%* 1002080 55200 MILEAGE 460 460 .00 .00 .00 460.00 .0% 1002080 56100 POSTAGE 7,467 7,467 5,414.33 327.74 .00 2,052.67 72.5%* 1002080 56950 MTG. DUES/SUBSCRIPTI 1,400 1,400 50.00 .00 .00 1,350.00 3.6% 1002080 57100 OFFICE SUPPLIES 638 638 .00 .00 .00 638.00 .0% 1002080 57110 BUSINESS FORMS 4,000 4,000 138.35 .00 .00 3,861.65 3.5% 1002080 57120 BINDING BOOKS 496 496 .00 .00 .00 496.00 .0% 1002080 57500 ADVERTISING 360 360 158.82 .00 .00 201.18 44.1% 1002080 57600 COMPUTER SUPPLIES 300 300 .00 .00 .00 300.00 .0%
TOTAL TAX COLLECTOR 91,216 91,216 43,445.49 5,896.15 .00 47,770.51 47.6%
1002090 FINANCE OFFICER ______
1002090 51000 FULL TIME SALARIES 16,688 16,688 15,445.29 3,423.20 .00 1,242.71 92.6%* 1002090 51110 SUPERVISORY'S SALARI 71,664 71,664 34,167.76 5,512.46 .00 37,496.24 47.7% 1002090 51200 PART TIME 37,885 37,885 17,584.78 2,796.88 .00 20,300.22 46.4% 1002090 51301 FULL TIME HOURLY 35,072 35,072 16,395.41 2,645.18 .00 18,676.59 46.7% 1002090 51400 OVERTIME 3,732 3,732 .00 .00 .00 3,732.00 .0% 1002090 55200 MILEAGE 775 775 350.00 .00 .00 425.00 45.2% 1002090 55830 COMPUTER SOFTWARE SU 29,625 29,625 29,608.99 .00 .00 16.01 99.9%* 1002090 55860 COPIER MAINTENANCE C 600 600 140.23 25.00 159.77 300.00 50.0% 1002090 56100 POSTAGE 1,900 1,900 690.15 136.04 .00 1,209.85 36.3% 1002090 56950 MTG. DUES/SUBSCRIPTI 3,000 3,000 2,161.87 565.00 .00 838.13 72.1%* 1002090 57100 OFFICE SUPPLIES 3,000 3,000 516.34 -4.13 .00 2,483.66 17.2%
01/14/2015 15:43 |TOWN OF CANTON |PG 5 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ACCOUNTS FOR: ORIGINAL REVISED AVAILABLE PCT 010 GENERAL FUND APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
1002090 57600 COMPUTER SUPPLIES 400 400 189.92 .00 210.08 .00 100.0%*
TOTAL FINANCE OFFICER 204,341 204,341 117,250.74 15,099.63 369.85 86,720.41 57.6%
1003170 POLICE DEPT - ADMIN ______
1003170 51110 SUPERVISORY'S SALARI 193,641 193,641 95,856.48 15,818.61 .00 97,784.52 49.5% 1003170 51200 PART TIME HOURLY 3,732 3,732 1,529.12 342.04 .00 2,202.88 41.0% 1003170 51301 FULL TIME HOURLY 46,417 46,417 22,127.72 3,570.01 .00 24,289.28 47.7% 1003170 51400 OVERTIME-POLICE ADMI 1,500 1,500 1,090.14 248.63 .00 409.86 72.7%* 1003170 51495 PRIVATE DUTY 0 0 .04 .00 .00 -.04 100.0%* 1003170 53120 COMPUTER SOFTWARE 575 575 868.20 .00 .00 -293.20 151.0%* 1003170 55810 OFFICE EQUIPMENT MAI 3,180 3,180 2,957.50 27.50 .00 222.50 93.0%* 1003170 55830 COMPUTER SOFTWARE SU 13,000 13,000 12,650.00 300.00 .00 350.00 97.3%* 1003170 55860 COPIER MAINTENANCE C 1,275 1,275 178.91 25.34 871.28 224.81 82.4%* 1003170 56100 POSTAGE 800 800 218.75 44.41 .00 581.25 27.3% 1003170 56205 CELL PHONE 960 960 319.93 39.99 .00 640.07 33.3% 1003170 56240 REGIONAL PROGRAMS 5,000 5,000 5,000.00 .00 .00 .00 100.0%* 1003170 56700 UNIFORMS 2,216 2,216 658.46 52.00 .00 1,557.54 29.7% 1003170 56820 MEDICAL DOCTORS 1,940 1,940 375.00 .00 .00 1,565.00 19.3% 1003170 56950 MTG. DUES/SUBSCRIPTI 2,435 2,435 2,131.19 .00 .00 303.81 87.5%* 1003170 56951 TRAINING 1,000 1,000 1,502.80 .00 .00 -502.80 150.3%* 1003170 57100 OFFICE SUPPLIES 3,400 3,400 1,278.76 599.97 .00 2,121.24 37.6% 1003170 57430 VEHICLE LEASE/PURCHA 475 475 476.36 .00 .00 -1.36 100.3%* 1003170 59910 MISC. EXPENSE PERSON 400 400 60.00 .00 .00 340.00 15.0% 1003170 59920 MISC. EXPENSE DEPART 2,000 2,000 707.20 250.82 .00 1,292.80 35.4% 1003170 60040 LEASED EQUIPMENT 8,892 8,892 3,709.05 744.21 5,407.28 -224.33 102.5%*
TOTAL POLICE DEPT - ADMIN 292,838 292,838 153,695.61 22,063.53 6,278.56 132,863.83 54.6%
1003171 POLICE DEPT - PATROL ______
1003171 51303 FULL TIME HOURLY PAT 894,500 894,500 422,825.25 68,712.00 .00 471,674.75 47.3% 1003171 51310 HOLIDAY BENEFITS/AFS 45,000 45,000 21,966.73 4,458.56 .00 23,033.27 48.8% 1003171 51400 OVERTIME/PATROL 75,000 75,000 26,942.93 2,124.91 .00 48,057.07 35.9% 1003171 51660 EDUCATIONAL INCENTIV 4,500 4,500 2,500.00 .00 .00 2,000.00 55.6%* 1003171 55800 DEPT.EQUIP.MAINT/REP 4,437 4,437 1,994.66 140.00 .00 2,442.34 45.0% 1003171 56700 UNIFORMS/PATROL 12,096 12,096 3,553.89 969.08 .00 8,542.11 29.4% 1003171 56710 WEAPONS/AMMO 2,920 2,920 614.07 .00 .00 2,305.93 21.0% 1003171 56951 TRAINING 3,750 3,750 29.12 .00 .00 3,720.88 .8%
01/14/2015 15:43 |TOWN OF CANTON |PG 6 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ACCOUNTS FOR: ORIGINAL REVISED AVAILABLE PCT 010 GENERAL FUND APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
1003171 57800 EDUCATION REIMB/PATR 4,000 4,000 .00 .00 .00 4,000.00 .0%
TOTAL POLICE DEPT - PATROL 1,046,203 1,046,203 480,426.65 76,404.55 .00 565,776.35 45.9%
1003172 POLICE DEPT - DETECTIVE ______
1003172 51303 FULL TIME HOURLY AFS 78,811 78,811 37,586.88 6,062.40 .00 41,224.12 47.7% 1003172 51310 HOLIDAY BENEFITS/AFS 847 847 .00 .00 .00 847.00 .0% 1003172 51400 OVERTIME/DETECTIVE 3,000 3,000 9,404.98 1,293.00 .00 -6,404.98 313.5%* 1003172 51660 EDUCATIONAL INCENTIV 750 750 .00 .00 .00 750.00 .0% 1003172 56205 CELL PHONE 420 420 141.26 35.34 .00 278.74 33.6% 1003172 56230 CRIME LAB/PROCESSING 2,000 2,000 322.63 85.81 .00 1,677.37 16.1% 1003172 56700 UNIFORMS/DETECTIVE 1,008 1,008 620.25 30.00 .00 387.75 61.5%* 1003172 56951 TRAINING 250 250 .00 .00 .00 250.00 .0%
TOTAL POLICE DEPT - DETECTIVE 87,086 87,086 48,076.00 7,506.55 .00 39,010.00 55.2%
1003173 POLICE DEPT - COMMUN/DISPATCH ______
1003173 51200 PART TIME/DISPATCH 11,000 11,000 5,118.32 742.56 .00 5,881.68 46.5% 1003173 51302 FULL TIME HOURLY CIL 204,674 204,674 98,339.12 15,653.85 .00 106,334.88 48.0% 1003173 51311 HOLIDAY BENEFITS/CIL 9,968 9,968 6,272.40 2,053.00 .00 3,695.60 62.9%* 1003173 51321 OVERTIME-DISPATCH 35,000 35,000 15,255.81 2,312.85 .00 19,744.19 43.6% 1003173 55020 RADIO MAINTENANCE/DI 20,115 20,115 4,977.50 2,530.00 1,746.00 13,391.50 33.4% 1003173 56250 COLLECT SYSTEM/DISPA 2,826 2,826 343.00 .00 .00 2,483.00 12.1% 1003173 56700 UNIFORMS/DISPATCH 1,680 1,680 1,639.75 170.00 .00 40.25 97.6%* 1003173 56951 TRAINING 1,000 1,000 -121.60 .00 .00 1,121.60 12.2%
TOTAL POLICE DEPT - COMMUN/DISPAT 286,263 286,263 131,824.30 23,462.26 1,746.00 152,692.70 46.7%
1003174 POLICE DEPT - VEHICLE MAINT ______
1003174 54100 TIRES/POLICE VEH.MAI 4,500 4,500 3,161.75 2,185.97 259.39 1,078.86 76.0%* 1003174 54200 VEHICLE FUEL/POLICE 41,000 41,000 20,740.45 4,231.16 .00 20,259.55 50.6%* 1003174 55010 VEHICLE MAINTENANCE/ 16,500 16,500 4,858.23 657.05 .00 11,641.77 29.4%
TOTAL POLICE DEPT - VEHICLE MAINT 62,000 62,000 28,760.43 7,074.18 259.39 32,980.18 46.8%
1003175 POLICE - ANIMAL CONTROL ______
1003175 51200 PART TIME 0 18,000 .00 .00 .00 18,000.00 .0%
01/14/2015 15:43 |TOWN OF CANTON |PG 7 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ACCOUNTS FOR: ORIGINAL REVISED AVAILABLE PCT 010 GENERAL FUND APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
1003175 54543 ANIMAL CONTROL OFFIC 20,000 2,000 .00 .00 .00 2,000.00 .0% 1003175 55700 POUND MAINTENANCE 2,200 2,200 .00 .00 .00 2,200.00 .0% 1003175 56900 POUND SUPPLIES 300 300 .00 .00 .00 300.00 .0% 1003175 56950 MTG. DUES/SUBSCRIPTI 30 30 .00 .00 .00 30.00 .0% 1003175 57500 ADVERTISING 20 20 20.00 .00 .00 .00 100.0%* 1003175 57950 LICENSE FEES - ST OF 5,805 5,805 .00 .00 .00 5,805.00 .0% 1003175 59920 MISC. EXPENSE DEPART 500 500 .00 .00 .00 500.00 .0%
TOTAL POLICE - ANIMAL CONTROL 28,855 28,855 20.00 .00 .00 28,835.00 .1%
1003179 POLICE DEPT - FACILITIES ______
1003179 55000 REPAIRS/MAINTENANCE 0 0 439.80 54.00 .00 -439.80 100.0%* 1003179 55100 MAINTENANCE/CLEANING 7,333 7,333 2,002.10 564.04 1,200.00 4,130.90 43.7% 1003179 55300 HEATING/COOLING REPA 4,000 4,000 179.41 .00 .00 3,820.59 4.5% 1003179 55310 HEATING/COOLING CONT 1,320 1,320 660.00 .00 660.00 .00 100.0%* 1003179 55500 LIGHT/POWER/POLICE F 20,000 20,000 9,617.82 1,556.31 .00 10,382.18 48.1% 1003179 56340 CABLE/INTERNET 360 360 364.35 60.72 .00 -4.35 101.2%* 1003179 56500 FUEL OIL/HEAT 6,800 6,800 1,606.72 .00 .00 5,193.28 23.6% 1003179 56750 WATER/POLICE FACILIT 1,125 1,125 331.09 .00 .00 793.91 29.4% 1003179 56760 SEWER USE/POLICE FAC 355 355 350.00 .00 .00 5.00 98.6%*
TOTAL POLICE DEPT - FACILITIES 41,293 41,293 15,551.29 2,235.07 1,860.00 23,881.71 42.2%
1004157 SERVICE INCENTIVE ______
1004157 52050 FIRE SERVICE DB/DC 34,100 34,100 33,900.00 .00 .00 200.00 99.4%*
TOTAL SERVICE INCENTIVE 34,100 34,100 33,900.00 .00 .00 200.00 99.4%
1004158 FIRE SERVICES ______
1004158 51200 OFFICER STIPENDS 11,200 11,200 1,442.25 230.76 .00 9,757.75 12.9% 1004158 51230 PAY PER CALL 23,400 23,400 210.00 .00 .00 23,190.00 .9% 1004158 51301 FULL TIME HOURLY 4,721 4,721 2,164.90 349.28 .00 2,556.10 45.9% 1004158 53000 EQUIPMENT PURCHASE 53,103 53,103 17,170.23 2,049.33 480.00 35,452.77 33.2% 1004158 53100 COMPUTER EQUIPMENT 4,380 4,380 3,499.62 .00 .00 880.38 79.9%* 1004158 53630 FIRE SERVICE AWARDS 1,600 1,600 .00 .00 .00 1,600.00 .0%
01/14/2015 15:43 |TOWN OF CANTON |PG 8 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ACCOUNTS FOR: ORIGINAL REVISED AVAILABLE PCT 010 GENERAL FUND APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
1004158 54100 TIRES 4,500 4,500 6,036.64 .00 .00 -1,536.64 134.1%* 1004158 54200 VEHICLE FUEL 9,800 9,800 3,118.66 478.56 .00 6,681.34 31.8% 1004158 55010 VEHICLE MAINTENANCE 42,050 42,050 21,432.13 12,255.16 15,210.42 5,407.45 87.1%* 1004158 55020 RADIO MAINTENANCE 1,000 1,000 464.84 355.00 182.16 353.00 64.7%* 1004158 55030 EQUIPMENT MAINTENANC 4,000 4,000 2,151.00 .00 710.42 1,138.58 71.5%* 1004158 55100 MAINTENANCE/CLEANING 21,400 21,400 5,837.66 986.31 3,145.02 12,417.32 42.0% 1004158 55500 LIGHT/POWER 18,500 18,500 6,169.68 304.66 .00 12,330.32 33.3% 1004158 55830 COMPUTER SOFTWARE SU 594 594 472.88 .00 .00 121.12 79.6%* 1004158 56200 TELEPHONE 4,200 4,200 1,781.27 298.85 .00 2,418.73 42.4% 1004158 56205 CELL PHONE 4,280 4,280 1,551.46 389.19 .00 2,728.54 36.2% 1004158 56340 CABLE/INTERNET 2,800 2,800 1,255.64 233.59 .00 1,544.36 44.8% 1004158 56500 FUEL OIL/HEAT 13,000 13,000 2,554.68 1,373.97 .00 10,445.32 19.7% 1004158 56750 WATER 600 600 127.59 .00 .00 472.41 21.3% 1004158 56760 SEWER USE 604 604 763.20 .00 .00 -159.20 126.4%* 1004158 56820 PHYSICALS 11,000 11,000 7,993.40 7,477.40 1,512.90 1,493.70 86.4%* 1004158 56950 MTG. DUES/SUBSCRIPTI 1,200 1,200 670.00 .00 .00 530.00 55.8%* 1004158 57100 OFFICE SUPPLIES 900 900 276.52 .00 .00 623.48 30.7% 1004158 57550 RECRUITMENT 900 900 .00 .00 .00 900.00 .0% 1004158 57800 TRAINING/EDUCATION 12,000 12,000 650.00 .00 .00 11,350.00 5.4% 1004158 57820 BSA CHARTER 350 350 .00 .00 .00 350.00 .0% 1004158 59930 NFPA COMPLIANCE 20,900 20,900 897.95 595.00 6,106.05 13,896.00 33.5% 1004158 59950 CONSUMABLES 2,500 2,500 600.24 .00 .00 1,899.76 24.0% 1004158 59980 RETENTION 3,600 3,600 480.54 .00 .00 3,119.46 13.3%
TOTAL FIRE SERVICES 279,082 279,082 89,772.98 27,377.06 27,346.97 161,962.05 42.0%
1004162 EMERGENCY SERVICES ______
1004162 53480 EMS DEFICIT 36,666 36,666 .00 .00 .00 36,666.00 .0% 1004162 53490 EMS UCONN PARAMEDICS 16,951 16,951 8,475.60 .00 8,475.60 -.20 100.0%* 1004162 53500 EMS C-MED 20,185 20,185 20,184.45 .00 .00 .55 100.0%*
TOTAL EMERGENCY SERVICES 73,802 73,802 28,660.05 .00 8,475.60 36,666.35 50.3%
1004440 FIRE MARSHAL/EMERGENCY MGM'T ______
1004440 51000 FULL TIME SALARIES 59,555 59,555 23,327.40 .00 .00 36,227.60 39.2% 1004440 51200 PART TIME 2,000 2,000 3,430.06 844.60 .00 -1,430.06 171.5%* 1004440 51301 FULL TIME HOURLY 12,389 12,389 5,904.19 952.56 .00 6,484.81 47.7% 1004440 53000 EQUIPMENT PURCHASE 800 800 .00 .00 .00 800.00 .0%
01/14/2015 15:43 |TOWN OF CANTON |PG 9 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ACCOUNTS FOR: ORIGINAL REVISED AVAILABLE PCT 010 GENERAL FUND APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
1004440 55200 MILEAGE 1,500 1,500 26.88 .00 .00 1,473.12 1.8% 1004440 55800 DEPT. EQUIP.MAINT/RE 350 350 125.00 .00 .00 225.00 35.7% 1004440 55830 COMPUTER SOFTWARE SU 1,188 1,188 850.00 .00 .00 338.00 71.5%* 1004440 56100 POSTAGE 100 100 6.35 .00 .00 93.65 6.4% 1004440 56205 CELL PHONE 720 720 60.00 .00 .00 660.00 8.3% 1004440 56700 UNIFORMS 150 150 .00 .00 .00 150.00 .0% 1004440 56910 REFERENCES/TEXTS 1,500 1,500 1,165.00 .00 .00 335.00 77.7%* 1004440 56950 MTG. DUES/SUBSCRIPTI 1,000 1,000 95.00 .00 .00 905.00 9.5% 1004440 57100 OFFICE SUPPLIES 200 200 88.17 .00 .00 111.83 44.1% 1004440 59940 FIRE PREVENTION 1,100 1,100 611.98 .00 .00 488.02 55.6%* 1004440 60000 EMERGENCY MANAGEMENT 800 800 199.05 69.05 .00 600.95 24.9%
TOTAL FIRE MARSHAL/EMERGENCY MGM' 83,352 83,352 35,889.08 1,866.21 .00 47,462.92 43.1%
1005120 TOWN HALL ______
1005120 51200 PART TIME 12,000 12,000 370.80 .00 .00 11,629.20 3.1% 1005120 51304 FULL TIME HOURLY NAG 149,843 149,843 68,575.73 11,057.53 .00 81,267.27 45.8% 1005120 51400 OVERTIME 13,500 13,500 5,372.69 2,527.22 .00 8,127.31 39.8% 1005120 55000 REPAIRS/MAINTENANCE 17,000 17,000 5,499.02 11.74 .00 11,500.98 32.3% 1005120 55100 MAINTENANCE/CLEANING 15,000 15,000 2,280.52 .00 1,016.86 11,702.62 22.0% 1005120 55200 MILEAGE 200 200 534.77 142.84 .00 -334.77 267.4%* 1005120 55300 HEATING/COOLING REPA 4,000 4,000 .00 .00 4,000.00 .00 100.0%* 1005120 55310 HEATING/COOLING CONT 2,900 2,900 1,450.00 .00 1,450.00 .00 100.0%* 1005120 55500 LIGHT/POWER 36,500 36,500 19,034.61 2,652.00 .00 17,465.39 52.1%* 1005120 55600 ELEVATOR MAINTENANCE 2,163 2,163 1,115.22 .00 1,047.78 .00 100.0%* 1005120 56200 TELEPHONE 3,360 3,360 8,939.64 1,859.48 .00 -5,579.64 266.1%* 1005120 56205 CELL PHONE 1,300 1,300 490.77 141.70 .00 809.23 37.8% 1005120 56500 FUEL OIL/HEAT 16,000 16,000 3,761.72 1,331.94 .00 12,238.28 23.5% 1005120 56750 WATER 2,000 2,000 1,450.79 .00 .00 549.21 72.5%* 1005120 56760 SEWER USE 670 670 557.46 .00 .00 112.54 83.2%* 1005120 57100 OFFICE SUPPLIES 150 150 96.45 .00 .00 53.55 64.3%*
TOTAL TOWN HALL 276,586 276,586 119,530.19 19,724.45 7,514.64 149,541.17 45.9%
1005200 PARKS DEPARTMENT ______
1005200 51304 FULL TIME HOURLY NAG 58,157 58,157 27,344.88 4,473.60 .00 30,812.12 47.0% 1005200 51400 OVERTIME 3,000 3,000 3,649.11 .00 .00 -649.11 121.6%* 1005200 53610 OLD DYER CEMETERY 700 700 .00 .00 550.00 150.00 78.6%*
01/14/2015 15:43 |TOWN OF CANTON |PG 10 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ACCOUNTS FOR: ORIGINAL REVISED AVAILABLE PCT 010 GENERAL FUND APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
1005200 55000 REPAIRS/MAINTENANCE 6,500 6,500 3,836.16 494.49 .00 2,663.84 59.0%* 1005200 55500 LIGHT/POWER 800 800 297.36 52.78 .00 502.64 37.2% 1005200 56500 FUEL OIL/HEAT 1,900 1,900 388.89 .00 .00 1,511.11 20.5% 1005200 56750 WATER 5,200 5,200 2,126.09 .00 .00 3,073.91 40.9% 1005200 56760 SEWER USE 355 355 350.00 .00 .00 5.00 98.6%* 1005200 57400 EQUIPMENT PURCHASE 0 0 821.07 .00 .00 -821.07 100.0%* 1005200 58310 FIELD MAINTENANCE 14,500 14,500 4,600.13 .00 804.45 9,095.42 37.3%
TOTAL PARKS DEPARTMENT 91,112 91,112 43,413.69 5,020.87 1,354.45 46,343.86 49.1%
1005210 GENERAL HIGHWAY ______
1005210 51000 FULL TIME SALARIES 72,000 72,000 34,328.53 5,538.45 .00 37,671.47 47.7% 1005210 51110 SUPERVISORY'S SALARI 86,000 86,000 41,015.36 6,615.38 .00 44,984.64 47.7% 1005210 51200 PART TIME 26,080 26,080 12,201.26 989.17 .00 13,878.74 46.8% 1005210 51304 FULL TIME HOURLY NAG 432,791 432,791 228,899.78 54,439.19 .00 203,891.22 52.9%* 1005210 51400 OVERTIME 62,000 62,000 22,167.83 11,923.92 .00 39,832.17 35.8% 1005210 51650 LONGEVITY 400 400 400.00 .00 .00 .00 100.0%* 1005210 53710 HEAVY EQUIPMENT RENT 1,500 1,500 944.73 .00 .00 555.27 63.0%* 1005210 54100 TIRES 5,500 5,500 1,121.70 .00 4,378.30 .00 100.0%* 1005210 54200 VEHICLE FUEL 5,000 5,000 5,000.32 869.84 .00 -.32 100.0%* 1005210 54210 DIESEL FUEL 40,000 40,000 14,612.35 4,558.20 .00 25,387.65 36.5% 1005210 54220 OIL 3,800 3,800 2,595.70 .00 404.30 800.00 78.9%* 1005210 54230 TREE CARE 24,000 24,000 15,300.00 .00 8,600.00 100.00 99.6%* 1005210 54500 SNOW REMOVAL 123,843 123,843 79,593.44 2,578.32 39,516.63 4,732.93 96.2%* 1005210 55000 REPAIRS/MAINTENANCE 45,000 45,000 29,629.81 4,853.38 8,261.53 7,108.66 84.2%* 1005210 55020 RADIO MAINTENANCE 2,425 2,425 1,050.00 175.00 1,375.00 .00 100.0%* 1005210 55110 TOWN MAINTENANCE/SUP 15,500 15,500 10,285.97 624.26 4,951.72 262.31 98.3%* 1005210 55120 CATCH BASIN CLEANING 8,000 8,000 6,933.03 .00 1,066.97 .00 100.0%* 1005210 55130 STREET SWEEPING 5,000 5,000 395.00 .00 .00 4,605.00 7.9% 1005210 55140 STREET LINE PAINTING 1,500 1,500 192.00 .00 .00 1,308.00 12.8% 1005210 55200 MILEAGE 550 550 229.94 .00 .00 320.06 41.8% 1005210 55510 ROAD MAINTENANCE 33,000 33,000 21,016.13 9,476.29 6,266.19 5,717.68 82.7%* 1005210 56100 POSTAGE 200 200 .00 .00 .00 200.00 .0% 1005210 56205 CELL PHONE 2,080 2,080 640.00 100.00 .00 1,440.00 30.8% 1005210 56340 CABLE/INTERNET 1,020 1,020 515.96 85.98 .00 504.04 50.6%* 1005210 56910 REFERENCES/TEXTS 300 300 .00 .00 .00 300.00 .0% 1005210 56920 CONTRACT SERV-PLOW R 25,000 25,000 3,630.00 3,630.00 21,370.00 .00 100.0%* 1005210 56950 MTG. DUES/SUBSCRIPTI 2,270 2,270 699.00 199.00 .00 1,571.00 30.8% 1005210 57220 MAPPING MATERIALS 800 800 .00 .00 .00 800.00 .0%
TOTAL GENERAL HIGHWAY 1,025,559 1,025,559 533,397.84 106,656.38 96,190.64 395,970.52 61.4%
1005260 TOWN GARAGE ______
01/14/2015 15:43 |TOWN OF CANTON |PG 11 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ACCOUNTS FOR: ORIGINAL REVISED AVAILABLE PCT 010 GENERAL FUND APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
1005260 55000 REPAIRS/MAINTENANCE 4,000 4,000 3,065.07 45.86 .00 934.93 76.6%* 1005260 55100 MAINTENANCE/CLEANING 400 400 64.68 .00 .00 335.32 16.2% 1005260 55500 LIGHT/POWER 4,500 4,500 1,659.12 410.58 .00 2,840.88 36.9% 1005260 56500 FUEL OIL/HEAT 7,800 7,800 1,006.96 .00 .00 6,793.04 12.9% 1005260 56700 UNIFORMS 12,500 12,500 6,675.64 1,131.83 810.16 5,014.20 59.9%* 1005260 56720 MEALS 2,925 2,925 .00 .00 .00 2,925.00 .0% 1005260 56750 WATER 800 800 61.20 .00 .00 738.80 7.7% 1005260 56760 SEWER USE 355 355 350.00 .00 .00 5.00 98.6%* 1005260 57100 OFFICE SUPPLIES 600 600 330.75 .00 .00 269.25 55.1%*
TOTAL TOWN GARAGE 33,880 33,880 13,213.42 1,588.27 810.16 19,856.42 41.4%
1005270 GRANGE ______
1005270 55000 REPAIRS/MAINTENANCE 1,000 1,000 1,332.71 80.00 .00 -332.71 133.3%* 1005270 55500 LIGHT/POWER 600 600 446.41 72.27 .00 153.59 74.4%* 1005270 56200 TELEPHONE 480 480 .00 .00 .00 480.00 .0% 1005270 56500 FUEL OIL/HEAT 3,800 3,800 151.27 .00 .00 3,648.73 4.0%
TOTAL GRANGE 5,880 5,880 1,930.39 152.27 .00 3,949.61 32.8%
1005470 UTILITIES ______
1005470 55500 LIGHT/POWER 28,500 28,500 14,249.50 2,622.96 .00 14,250.50 50.0% 1005470 56750 WATER 178,500 178,500 70,148.00 14,107.48 .00 108,352.00 39.3%
TOTAL UTILITIES 207,000 207,000 84,397.50 16,730.44 .00 122,602.50 40.8%
1005550 COMMUNITY CENTER ______
1005550 55000 REPAIRS/MAINTENANCE 5,500 5,500 2,962.16 41.98 .00 2,537.84 53.9%* 1005550 55100 MAINTENANCE/CLEANING 20,000 20,000 6,104.92 975.26 6,255.95 7,639.13 61.8%* 1005550 55300 HEATING/COOLING REPA 2,500 2,500 182.20 .00 2,317.80 .00 100.0%* 1005550 55310 HEATING/COOLING CONT 3,240 3,240 1,620.00 .00 1,620.00 .00 100.0%* 1005550 55500 LIGHT/POWER 41,500 41,500 18,678.99 5,804.32 .00 22,821.01 45.0% 1005550 55600 ELEVATOR MAINTENANCE 2,163 2,163 1,115.22 .00 1,047.78 .00 100.0%* 1005550 56500 FUEL OIL/HEAT 20,000 20,000 2,808.59 .00 .00 17,191.41 14.0%
01/14/2015 15:43 |TOWN OF CANTON |PG 12 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ACCOUNTS FOR: ORIGINAL REVISED AVAILABLE PCT 010 GENERAL FUND APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
1005550 56750 WATER 3,500 3,500 1,095.47 .00 .00 2,404.53 31.3% 1005550 56760 SEWER USE 900 900 793.83 .00 .00 106.17 88.2%*
TOTAL COMMUNITY CENTER 99,303 99,303 35,361.38 6,821.56 11,241.53 52,700.09 46.9%
1006340 COMMUNITY AGENCIES ______
1006340 53575 YOUTH SERVICE BUREAU 14,300 14,300 14,300.00 .00 .00 .00 100.0%* 1006340 53580 MEMORIAL DAY 905 905 .00 .00 .00 905.00 .0% 1006340 53585 HEALTH DISTRICT 52,015 52,015 28,845.25 2,708.75 23,427.75 -258.00 100.5%* 1006340 53595 FV VNA 19,625 19,625 .00 .00 .00 19,625.00 .0% 1006340 53600 CANTON HISTORICAL MU 1,000 1,000 .00 .00 .00 1,000.00 .0% 1006340 53605 CT MAIN STREET 750 750 .00 .00 .00 750.00 .0% 1006340 53620 MENTAL HEALTH 720 720 720.00 720.00 .00 .00 100.0%* 1006340 58520 FARMINGTON RIVER WAT 1,029 1,029 1,029.00 .00 .00 .00 100.0%* 1006340 58530 ROARING BROOK NATURE 1,500 1,500 1,000.00 .00 .00 500.00 66.7%* 1006340 60011 INTERVAL HOUSE BATTE 1,000 1,000 .00 .00 .00 1,000.00 .0%
TOTAL COMMUNITY AGENCIES 92,844 92,844 45,894.25 3,428.75 23,427.75 23,522.00 74.7%
1006380 SENIOR/SOCIAL SERVICES ______
1006380 51110 SUPERVISORY'S SALARI 52,217 52,217 24,903.45 4,016.68 .00 27,313.55 47.7% 1006380 51200 PART TIME 39,267 39,267 13,093.25 2,845.25 .00 26,173.75 33.3% 1006380 54420 DIAL-A-RIDE 49,361 49,361 20,625.00 4,125.00 28,875.00 -139.00 100.3%* 1006380 55200 MILEAGE 175 175 11.20 .00 .00 163.80 6.4% 1006380 55860 COPIER MAINTENANCE C 500 500 113.41 .00 386.51 .08 100.0%* 1006380 56100 POSTAGE 1,600 1,600 423.41 161.42 .00 1,176.59 26.5% 1006380 56205 CELL PHONE 480 480 80.00 .00 480.00 -80.00 116.7%* 1006380 56720 MEALS 3,819 3,819 1,256.12 393.03 2,562.88 .00 100.0%* 1006380 56950 MTG. DUES/SUBSCRIPTI 618 618 378.00 .00 .00 240.00 61.2%* 1006380 57100 OFFICE SUPPLIES 800 800 609.83 .00 .00 190.17 76.2%* 1006380 57200 PRINTING 2,450 2,450 799.19 .00 1,551.56 99.25 95.9%* 1006380 57600 COMPUTER SUPPLIES 200 200 58.49 58.49 .00 141.51 29.2% 1006380 59030 SENIOR ACTIVITIES 1,300 1,300 396.73 .00 .00 903.27 30.5% 1006380 59050 MEALS ON WHEELS 3,500 3,500 .00 .00 3,500.00 .00 100.0%* 1006380 59100 GENERAL ASSISTANCE 3,500 3,500 1,490.48 353.18 .00 2,009.52 42.6%
TOTAL SENIOR/SOCIAL SERVICES 159,787 159,787 64,238.56 11,953.05 37,355.95 58,192.49 63.6%
1006450 PARK AND RECREATION ______
1006450 51000 FULL TIME SALARIES 28,370 28,370 4,953.31 2,201.47 .00 23,416.69 17.5%
01/14/2015 15:43 |TOWN OF CANTON |PG 13 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ACCOUNTS FOR: ORIGINAL REVISED AVAILABLE PCT 010 GENERAL FUND APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
1006450 51110 SUPERVISORY'S SALARI 49,712 49,712 26,196.90 4,264.61 .00 23,515.10 52.7%* 1006450 51150 PART TIME SEASONAL 44,597 44,597 38,633.84 .00 .00 5,963.16 86.6%* 1006450 51200 PART TIME WAGES 0 0 90.34 .00 .00 -90.34 100.0%* 1006450 55100 MAINTENANCE/CLEANING 5,810 5,810 2,125.82 150.38 502.17 3,182.01 45.2% 1006450 55200 MILEAGE 100 100 219.02 .00 .00 -119.02 219.0%* 1006450 55500 LIGHT/POWER 7,000 7,000 6,031.79 184.84 .00 968.21 86.2%* 1006450 55800 REPAIRS/MAINTENANCE 13,400 13,400 8,601.25 279.26 .00 4,798.75 64.2%* 1006450 56100 POSTAGE 100 100 .96 .00 .00 99.04 1.0% 1006450 56200 TELEPHONE 120 120 12.50 .00 .00 107.50 10.4% 1006450 56340 CABLE/INTERNET 0 0 12.25 12.25 .00 -12.25 100.0%* 1006450 56440 SPECIAL EVENTS 8,400 8,400 7,833.35 2,007.40 .00 566.65 93.3%* 1006450 56500 FUEL OIL/HEAT 600 600 242.46 .00 .00 357.54 40.4% 1006450 56760 SEWER USE 2,400 2,400 3,387.30 .00 .00 -987.30 141.1%* 1006450 56950 MTG. DUES/SUBSCRIPTI 1,500 1,500 3,407.00 50.00 .00 -1,907.00 227.1%* 1006450 57100 OFFICE SUPPLIES 500 500 740.34 .00 .00 -240.34 148.1%* 1006450 58400 CHEMICALS 6,000 6,000 3,216.63 .00 1,416.00 1,367.37 77.2%* 1006450 58410 MILLS POND OPENING/C 15,000 15,000 .00 .00 .00 15,000.00 .0% 1006450 58420 MILLS POND POOL REPA 4,000 4,000 247.67 .00 .00 3,752.33 6.2% 1006450 58430 MILLS POND WATER 15,500 15,500 3,898.51 .00 .00 11,601.49 25.2% 1006450 60040 COPIER LEASE 883 883 367.70 73.54 .00 515.30 41.6%
TOTAL PARK AND RECREATION 203,992 203,992 110,218.94 9,223.75 1,918.17 91,854.89 55.0%
1007065 BUILDING OFFICIAL ______
1007065 51110 SUPERVISORY'S SALARI 30,000 30,000 9,287.63 1,486.39 .00 20,712.37 31.0% 1007065 51301 FULL TIME HOURLY 24,185 24,185 11,611.47 1,873.36 .00 12,573.53 48.0% 1007065 55200 MILEAGE 2,300 2,300 1,092.56 198.24 .00 1,207.44 47.5% 1007065 56100 POSTAGE 300 300 39.95 5.70 .00 260.05 13.3% 1007065 56910 REFERENCES/TEXTS 200 200 .00 .00 .00 200.00 .0% 1007065 56950 MTG. DUES/SUBSCRIPTI 200 200 .00 .00 .00 200.00 .0% 1007065 57100 OFFICE SUPPLIES 200 200 138.97 .00 .00 61.03 69.5%*
TOTAL BUILDING OFFICIAL 57,385 57,385 22,170.58 3,563.69 .00 35,214.42 38.6%
1007410 TOWN PLANNER ______
1007410 51000 FULL TIME SALARIES 68,079 68,079 32,458.45 5,236.74 .00 35,620.55 47.7% 1007410 51110 SUPERVISORY'S SALARI 100,014 100,014 47,684.35 7,693.24 .00 52,329.65 47.7% 1007410 51200 PART TIME 4,500 4,500 1,304.68 167.06 .00 3,195.32 29.0%
01/14/2015 15:43 |TOWN OF CANTON |PG 14 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ACCOUNTS FOR: ORIGINAL REVISED AVAILABLE PCT 010 GENERAL FUND APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
1007410 51301 FULL TIME HOURLY 42,934 42,934 18,345.96 3,799.62 .00 24,588.04 42.7% 1007410 55200 MILEAGE 1,400 1,400 437.36 60.48 .00 962.64 31.2% 1007410 55860 COPIER MAINTENANCE C 2,700 2,700 1,102.23 64.99 .00 1,597.77 40.8% 1007410 56000 MARKETING 27,950 27,950 7,500.00 .00 .00 20,450.00 26.8% 1007410 56100 POSTAGE 1,200 1,200 538.11 86.39 .00 661.89 44.8% 1007410 56910 REFERENCES/TEXTS 300 300 .00 .00 .00 300.00 .0% 1007410 56950 MTG. DUES/SUBSCRIPTI 3,345 3,345 2,037.00 100.00 .00 1,308.00 60.9%* 1007410 57100 OFFICE SUPPLIES 1,400 1,400 385.15 255.80 300.00 714.85 48.9% 1007410 57200 PRINTING 300 300 .00 .00 .00 300.00 .0% 1007410 57220 MAPPING MATERIALS 3,650 3,650 .00 .00 .00 3,650.00 .0% 1007410 57500 ADVERTISING 6,200 6,200 2,339.86 480.11 .00 3,860.14 37.7% 1007410 57600 COMPUTER SUPPLIES 1,500 1,500 109.66 109.66 .00 1,390.34 7.3% 1007410 60040 COPIER LEASE 3,732 3,732 1,555.00 311.00 2,177.00 .00 100.0%*
TOTAL TOWN PLANNER 269,204 269,204 115,797.81 18,365.09 2,477.00 150,929.19 43.9%
1008130 INSURANCE ______
1008130 52000 PROPERTY/CASUALTY 139,234 139,234 82,292.64 .00 61,487.42 -4,546.06 103.3%* 1008130 52010 WORKMAN'S COMPENSATI 113,832 113,832 56,973.50 .00 56,973.50 -115.00 100.1%* 1008130 52030 UNEMPLOYMENT 7,500 7,500 129.00 49.87 .00 7,371.00 1.7% 1008130 53560 RECOVERABLE EXPENSE 6,000 6,000 431.18 -5,222.90 .00 5,568.82 7.2%
TOTAL INSURANCE 266,566 266,566 139,826.32 -5,173.03 118,460.92 8,278.76 96.9%
1009141 EMPLOYEE BENEFITS & INSURANCE ______
1009141 52110 LIFE INSURANCE 10,000 10,000 4,765.62 794.27 .00 5,234.38 47.7% 1009141 52120 MEDICAL INSURANCE 720,526 720,526 360,262.86 .00 .00 360,263.14 50.0% 1009141 52130 SECTION 125 ADMINIST 1,500 1,500 452.46 254.81 .00 1,047.54 30.2% 1009141 52140 LT DISABILITY & ADD 8,200 8,200 3,894.78 649.13 .00 4,305.22 47.5% 1009141 52145 HEART AND HYPERTENSI 43,576 43,576 21,788.00 3,352.00 .00 21,788.00 50.0% 1009141 52300 PENSION 837,688 837,688 681,632.79 .00 .00 156,055.21 81.4%* 1009141 52400 F.I.C.A. 311,875 311,875 161,120.86 26,239.26 .00 150,754.14 51.7%* 1009141 56820 EMPLOYEE ASSISTANCE 1,770 1,770 2,943.00 .00 .00 -1,173.00 166.3%*
TOTAL EMPLOYEE BENEFITS & INSURAN 1,935,135 1,935,135 1,236,860.37 31,289.47 .00 698,274.63 63.9%
1010320 LIBRARY ______
1010320 51110 SUPERVISORY'S SALARI 82,310 82,310 39,254.72 6,331.42 .00 43,055.28 47.7%
01/14/2015 15:43 |TOWN OF CANTON |PG 15 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ACCOUNTS FOR: ORIGINAL REVISED AVAILABLE PCT 010 GENERAL FUND APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
1010320 51200 PART TIME HOURLY 187,360 187,360 93,616.88 14,441.79 .00 93,743.12 50.0% 1010320 51300 FULL TIME SALARY 194,359 194,359 82,552.46 11,438.06 .00 111,806.54 42.5% 1010320 53110 COMPUTER HARDWARE PU 3,100 3,100 1,673.60 1,556.46 .00 1,426.40 54.0%* 1010320 53120 COMPUTER SOFTWARE PU 970 970 .00 .00 .00 970.00 .0% 1010320 55200 MILEAGE 700 700 291.65 134.96 .00 408.35 41.7% 1010320 55800 DEPT. EQUIP.MAINT/RE 700 700 266.70 .00 .00 433.30 38.1% 1010320 55860 COPIER MAINTENANCE C 700 700 159.93 .00 540.07 .00 100.0%* 1010320 56100 POSTAGE 270 270 153.70 6.70 .00 116.30 56.9%* 1010320 56950 MTG. DUES/SUBSCRIPTI 1,315 1,315 768.00 635.00 .00 547.00 58.4%* 1010320 57100 OFFICE SUPPLIES 5,000 5,000 1,852.83 384.29 108.26 3,038.91 39.2% 1010320 57310 ELECTRONIC SERVICES 28,954 28,954 28,765.70 22.95 .00 188.30 99.3%* 1010320 57320 PUBLICATIONS 73,034 73,034 26,963.60 5,651.36 26,390.33 19,680.07 73.1%* 1010320 57600 COMPUTER SUPPLIES 1,200 1,200 897.22 159.39 .00 302.78 74.8%* 1010320 57800 TRAINING/EDUCATION 1,000 1,000 159.48 22.98 .00 840.52 15.9% 1010320 59010 PROGRAMS 4,665 4,665 2,628.22 183.90 .00 2,036.78 56.3%* 1010320 60040 COPIER LEASE 1,661 1,661 692.00 .00 969.00 .00 100.0%*
TOTAL LIBRARY 587,298 587,298 280,696.69 40,969.26 28,007.66 278,593.65 52.6%
1011590 CIP/CAPITAL & NonRECURRING ______
1011590 59150 CIP/CNR - CAPITAL IM 910,353 951,944 951,944.34 .00 .00 .00 100.0%*
TOTAL CIP/CAPITAL & NonRECURRING 910,353 951,944 951,944.34 .00 .00 .00 100.0%
TOTAL GENERAL FUND 9,660,612 9,702,203 5,294,471.90 507,448.09 444,265.51 3,963,465.93 59.1%
TOTAL EXPENSES 9,660,612 9,702,203 5,294,471.90 507,448.09 444,265.51 3,963,465.93
01/14/2015 15:43 |TOWN OF CANTON |PG 16 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ORIGINAL REVISED AVAILABLE PCT APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
GRAND TOTAL 9,660,612 9,702,203 5,294,471.90 507,448.09 444,265.51 3,963,465.93 59.1%
** END OF REPORT - Generated by Cassandra Hughes **
01/14/2015 15:42 |TOWN OF CANTON |PG 1 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ACCOUNTS FOR: ORIGINAL REVISED AVAILABLE PCT 010 GENERAL FUND APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
1001010 BOARD OF SELECTMEN 43,020 43,020 27,553.70 1,365.24 .00 15,466.30 64.0% 1001020 CHIEF ADMINISTRATIVE OFFICER 242,889 242,889 101,945.55 16,004.26 10,595.16 130,348.29 46.3% 1001030 ELECTIONS 26,849 26,849 13,267.07 1,587.72 .00 13,581.93 49.4% 1001050 PROBATE COURT 2,719 2,719 2,719.00 .00 .00 .00 100.0% 1001100 TOWN COUNSEL 80,000 80,000 15,519.25 2,985.50 14,835.00 49,645.75 37.9% 1001110 TOWN CLERK 123,961 123,961 58,198.08 8,888.59 7,290.00 58,472.92 52.8% 1001585 CONTINGENCY 75,798 75,798 .00 .00 .00 75,798.00 .0% 1001901 INFORMATION TECHNOLOGIES 103,126 103,126 37,870.83 13,679.52 29,287.12 35,968.05 65.1% 1002060 ASSESSMENT 129,935 129,935 31,233.53 3,637.80 7,162.99 91,538.48 29.6% 1002080 TAX COLLECTOR 91,216 91,216 43,445.49 5,896.15 .00 47,770.51 47.6% 1002090 FINANCE OFFICER 204,341 204,341 117,250.74 15,099.63 369.85 86,720.41 57.6% 1003170 POLICE DEPT - ADMIN 292,838 292,838 153,695.61 22,063.53 6,278.56 132,863.83 54.6% 1003171 POLICE DEPT - PATROL 1,046,203 1,046,203 480,426.65 76,404.55 .00 565,776.35 45.9% 1003172 POLICE DEPT - DETECTIVE 87,086 87,086 48,076.00 7,506.55 .00 39,010.00 55.2% 1003173 POLICE DEPT - COMMUN/DISPATCH 286,263 286,263 131,824.30 23,462.26 1,746.00 152,692.70 46.7% 1003174 POLICE DEPT - VEHICLE MAINT 62,000 62,000 28,760.43 7,074.18 259.39 32,980.18 46.8% 1003175 POLICE - ANIMAL CONTROL 28,855 28,855 20.00 .00 .00 28,835.00 .1% 1003179 POLICE DEPT - FACILITIES 41,293 41,293 15,551.29 2,235.07 1,860.00 23,881.71 42.2% 1004157 SERVICE INCENTIVE 34,100 34,100 33,900.00 .00 .00 200.00 99.4% 1004158 FIRE SERVICES 279,082 279,082 89,772.98 27,377.06 27,346.97 161,962.05 42.0% 1004162 EMERGENCY SERVICES 73,802 73,802 28,660.05 .00 8,475.60 36,666.35 50.3% 1004440 FIRE MARSHAL/EMERGENCY MGM'T 83,352 83,352 35,889.08 1,866.21 .00 47,462.92 43.1% 1005120 TOWN HALL 276,586 276,586 119,530.19 19,724.45 7,514.64 149,541.17 45.9% 1005200 PARKS DEPARTMENT 91,112 91,112 43,413.69 5,020.87 1,354.45 46,343.86 49.1% 1005210 GENERAL HIGHWAY 1,025,559 1,025,559 533,397.84 106,656.38 96,190.64 395,970.52 61.4% 1005260 TOWN GARAGE 33,880 33,880 13,213.42 1,588.27 810.16 19,856.42 41.4% 1005270 GRANGE 5,880 5,880 1,930.39 152.27 .00 3,949.61 32.8% 1005470 UTILITIES 207,000 207,000 84,397.50 16,730.44 .00 122,602.50 40.8% 1005550 COMMUNITY CENTER 99,303 99,303 35,361.38 6,821.56 11,241.53 52,700.09 46.9% 1006340 COMMUNITY AGENCIES 92,844 92,844 45,894.25 3,428.75 23,427.75 23,522.00 74.7% 1006380 SENIOR/SOCIAL SERVICES 159,787 159,787 64,238.56 11,953.05 37,355.95 58,192.49 63.6% 1006450 PARK AND RECREATION 203,992 203,992 110,218.94 9,223.75 1,918.17 91,854.89 55.0% 1007065 BUILDING OFFICIAL 57,385 57,385 22,170.58 3,563.69 .00 35,214.42 38.6% 1007410 TOWN PLANNER 269,204 269,204 115,797.81 18,365.09 2,477.00 150,929.19 43.9% 1008130 INSURANCE 266,566 266,566 139,826.32 -5,173.03 118,460.92 8,278.76 96.9% 1009141 EMPLOYEE BENEFITS & INSURANCE 1,935,135 1,935,135 1,236,860.37 31,289.47 .00 698,274.63 63.9% 1010320 LIBRARY 587,298 587,298 280,696.69 40,969.26 28,007.66 278,593.65 52.6% 1011590 CIP/CAPITAL & NonRECURRING 910,353 951,944 951,944.34 .00 .00 .00 100.0%
TOTAL GENERAL FUND 9,660,612 9,702,203 5,294,471.90 507,448.09 444,265.51 3,963,465.93 59.1%
01/14/2015 15:42 |TOWN OF CANTON |PG 2 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ORIGINAL REVISED AVAILABLE PCT APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
GRAND TOTAL 9,660,612 9,702,203 5,294,471.90 507,448.09 444,265.51 3,963,465.93 59.1%
** END OF REPORT - Generated by Cassandra Hughes **
01/14/2015 15:49 |TOWN OF CANTON |PG 1 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ACCOUNTS FOR: ORIGINAL REVISED AVAILABLE PCT 037 EMERGENCY SERVICES - FUND APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
3704162 EMERGENCY SERVICES - FUND ______
3704162 51200 OFFICER STIPENDS 5,650 5,650 .00 .00 .00 5,650.00 .0% 3704162 51210 FINANCIAL SERVICES 11,150 11,150 4,486.32 723.82 .00 6,663.68 40.2% 3704162 51230 PAY PER CALL 22,000 22,000 155.06 .00 .00 21,844.94 .7% 3704162 52000 PROPERTY/CASUALTY IN 18,700 18,700 10,474.86 .00 6,955.08 1,270.06 93.2%* 3704162 52200 FRINGE BENEFITS 22,500 22,500 20,331.00 .00 .00 2,169.00 90.4%* 3704162 52400 F.I.C.A. 3,100 3,100 .00 .00 .00 3,100.00 .0% 3704162 53000 EQUIPMENT PURCHASE 11,000 11,000 2,017.54 .00 3,630.21 5,352.25 51.3%* 3704162 53100 COMPUTER EQUIPMENT 2,500 2,500 294.98 .00 .00 2,205.02 11.8% 3704162 53400 BILLING SERVICES-EMS 10,500 10,500 1,872.48 .00 611.61 8,015.91 23.7% 3704162 53500 EMERGENCY SERVICES C 7,814 7,814 7,813.43 .00 .00 .57 100.0%* 3704162 54200 VEHICLE FUEL 9,000 9,000 3,462.52 820.08 .00 5,537.48 38.5% 3704162 55010 VEHICLE MAINTENANCE 12,000 12,000 12,190.81 127.46 .00 -190.81 101.6%* 3704162 55020 RADIO MAINTENANCE EM 1,000 1,000 .00 .00 .00 1,000.00 .0% 3704162 55030 EQUIPMENT MAINTENANC 1,000 1,000 924.62 .00 500.00 -424.62 142.5%* 3704162 55100 MAINT/CLEANING SUPPL 4,000 4,000 2,180.59 304.64 1,125.00 694.41 82.6%* 3704162 55500 LIGHT/POWER EM 4,500 4,500 1,191.91 .00 .00 3,308.09 26.5% 3704162 55830 COMPUTER SOFTWARE SU 3,700 3,700 3,284.12 42.00 231.00 184.88 95.0%* 3704162 56200 TELEPHONE EMS 1,200 1,200 470.43 37.98 .00 729.57 39.2% 3704162 56205 CELL PHONE 2,000 2,000 741.60 185.55 .00 1,258.40 37.1% 3704162 56340 CABLE/INTERNET 600 600 362.15 60.36 .00 237.85 60.4%* 3704162 56500 FUEL OIL/HEAT 2,500 2,500 689.45 .00 .00 1,810.55 27.6% 3704162 56750 WATER 450 450 127.60 .00 .00 322.40 28.4% 3704162 56760 SEWER USE 352 352 413.21 .00 .00 -61.21 117.4%* 3704162 56800 FIRST AID SUPPLIES E 35,000 35,000 28,204.25 777.17 5,499.95 1,295.80 96.3%* 3704162 56820 MEDICAL DOCTORS 1,350 1,350 841.60 841.60 168.10 340.30 74.8%* 3704162 57100 OFFICE SUPPLIES EM 600 600 135.11 .96 .00 464.89 22.5% 3704162 57550 RECRUITMENT - EMS 500 500 .00 .00 .00 500.00 .0% 3704162 57800 TRAINING/EDUCATION 11,000 11,000 7,705.15 .00 850.00 2,444.85 77.8%* 3704162 59100 DEPARTMENT EXP EMS 138,000 138,000 92,465.57 17,342.76 31,369.00 14,165.43 89.7%* 3704162 59980 RETENTION 3,000 3,000 463.50 .00 .00 2,536.50 15.5%
TOTAL EMERGENCY SERVICES - FUND 346,666 346,666 203,299.86 21,264.38 50,939.95 92,426.19 73.3%
TOTAL EMERGENCY SERVICES - FUND 346,666 346,666 203,299.86 21,264.38 50,939.95 92,426.19 73.3%
TOTAL EXPENSES 346,666 346,666 203,299.86 21,264.38 50,939.95 92,426.19
01/14/2015 15:49 |TOWN OF CANTON |PG 2 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ORIGINAL REVISED AVAILABLE PCT APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
GRAND TOTAL 346,666 346,666 203,299.86 21,264.38 50,939.95 92,426.19 73.3%
** END OF REPORT - Generated by Cassandra Hughes **
01/14/2015 15:48 |TOWN OF CANTON |PG 1 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ACCOUNTS FOR: ORIGINAL REVISED AVAILABLE PCT 021 PARK & RECREATION REVENUE FUND APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
2100045 PARK & RECREATION REVENUE FUND ______
2100045 51000 FULL TIME SALARIES 8,321 8,321 1,397.09 620.93 .00 6,923.91 16.8% 2100045 51110 SUPERVISORY'S SALARI 10,000 10,000 5,280.04 812.31 .00 4,719.96 52.8%* 2100045 51150 PART TIME SEASONAL 51,694 51,694 39,466.71 .00 .00 12,227.29 76.3%* 2100045 51200 PART TIME 0 0 8,452.92 326.20 .00 -8,452.92 100.0%* 2100045 51210 FINANCIAL SERVICES 10,834 10,834 4,486.32 723.82 .00 6,347.68 41.4% 2100045 52200 FRINGE BENEFITS 4,717 4,717 2,831.00 .00 .00 1,886.00 60.0%* 2100045 52400 F.I.C.A. 6,110 6,110 2,679.46 7.50 .00 3,430.54 43.9% 2100045 55200 MILEAGE 150 150 .00 .00 .00 150.00 .0% 2100045 55830 COMPUTER SOFTWARE SU 5,586 5,586 4,967.12 .00 .00 618.88 88.9%* 2100045 56100 POSTAGE 50 50 .00 .00 .00 50.00 .0% 2100045 56950 MTG. DUES/SUBSCRIPTI 550 550 249.29 .00 .00 300.71 45.3% 2100045 57200 PRINTING 200 200 .00 .00 .00 200.00 .0% 2100045 57360 MATERIALS/SUPPLIES 2,500 2,500 317.21 .00 .00 2,182.79 12.7% 2100045 59010 PROGRAMS 100,000 100,000 41,389.87 1,922.05 3,452.50 55,157.63 44.8% 2100045 59020 SPECIAL NEEDS 500 500 .00 .00 .00 500.00 .0% 2100045 59425 CREDIT CARD FEES 5,000 5,000 2,680.50 208.04 .00 2,319.50 53.6%* 2100045 59920 LICENSE FEE 340 340 .00 .00 .00 340.00 .0%
TOTAL PARK & RECREATION REVENUE F 206,552 206,552 114,197.53 4,620.85 3,452.50 88,901.97 57.0%
TOTAL PARK & RECREATION REVENUE F 206,552 206,552 114,197.53 4,620.85 3,452.50 88,901.97 57.0%
TOTAL EXPENSES 206,552 206,552 114,197.53 4,620.85 3,452.50 88,901.97
01/14/2015 15:48 |TOWN OF CANTON |PG 2 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ORIGINAL REVISED AVAILABLE PCT APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
GRAND TOTAL 206,552 206,552 114,197.53 4,620.85 3,452.50 88,901.97 57.0%
** END OF REPORT - Generated by Cassandra Hughes **
01/14/2015 15:45 |TOWN OF CANTON |PG 1 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ACCOUNTS FOR: ORIGINAL REVISED AVAILABLE PCT 130 DPW - TRANSFER STATION APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
1300290 DPW -TRANSFER STATION ______
1300290 51200 PART TIME 9,826 9,826 5,778.05 773.55 .00 4,047.95 58.8%* 1300290 51304 FULL TIME HOURLY NAG 53,830 53,830 23,901.44 3,827.20 .00 29,928.56 44.4% 1300290 51400 OVERTIME 500 500 71.76 53.82 .00 428.24 14.4% 1300290 52400 F.I.C.A. 0 0 2,157.66 324.12 .00 -2,157.66 100.0%* 1300290 55000 REPAIRS/MAINTENANCE 6,000 6,000 1,528.69 44.99 745.00 3,726.31 37.9% 1300290 55500 LIGHT/POWER 2,200 2,200 1,329.52 351.94 .00 870.48 60.4%* 1300290 56340 CABLE/INTERNET 1,067 1,067 358.68 89.69 .00 708.32 33.6% 1300290 56750 WATER 300 300 37.25 .00 .00 262.75 12.4% 1300290 57100 OFFICE SUPPLIES 800 800 829.56 .00 .00 -29.56 103.7%* 1300290 59425 CREDIT CARD FEES 450 450 285.85 44.05 .00 164.15 63.5%* 1300290 59920 PERMIT FEE 800 800 .00 .00 .00 800.00 .0% 1300290 59960 HAULING 52,500 52,500 18,255.00 3,385.00 34,245.00 .00 100.0%* 1300290 59970 TIPPING FEE 106,063 106,063 40,296.92 5,977.32 59,308.02 6,457.56 93.9%*
TOTAL DPW -TRANSFER STATION 234,336 234,336 94,830.38 14,871.68 94,298.02 45,207.10 80.7%
TOTAL DPW - TRANSFER STATION 234,336 234,336 94,830.38 14,871.68 94,298.02 45,207.10 80.7%
TOTAL EXPENSES 234,336 234,336 94,830.38 14,871.68 94,298.02 45,207.10
01/14/2015 15:45 |TOWN OF CANTON |PG 2 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ORIGINAL REVISED AVAILABLE PCT APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
GRAND TOTAL 234,336 234,336 94,830.38 14,871.68 94,298.02 45,207.10 80.7%
** END OF REPORT - Generated by Cassandra Hughes **
01/14/2015 15:52 |TOWN OF CANTON |PG 1 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ACCOUNTS FOR: ORIGINAL REVISED AVAILABLE PCT 024 WATER POLLUTION CONTROL AUTHOR APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
2400031 WATER POLLUTION CONTROL AUTHOR ______
2400031 51110 SUPERVISORY'S SALARI 167,923 167,923 82,891.13 13,354.73 .00 85,031.87 49.4% 2400031 51200 PART TIME WAGES 1,000 1,000 .00 .00 .00 1,000.00 .0% 2400031 51210 FINANCIAL SERVICES 30,915 30,915 11,696.28 1,887.05 .00 19,218.72 37.8% 2400031 51304 FULL TIME HOURLY NAG 97,927 97,927 43,032.32 7,532.80 .00 54,894.68 43.9% 2400031 51400 OVERTIME 9,503 9,503 4,947.64 840.28 .00 4,555.36 52.1%* 2400031 52000 PROPERTY/CASUALTY 7,000 7,000 3,023.50 .00 3,023.50 953.00 86.4%* 2400031 52200 FRINGE BENEFITS 115,070 115,070 57,360.94 90.48 3,636.50 54,072.56 53.0%* 2400031 52220 LEGAL FEES 2,500 2,500 .00 .00 .00 2,500.00 .0% 2400031 52400 F.I.C.A. 24,249 24,249 10,057.79 1,605.25 .00 14,191.21 41.5% 2400031 54200 VEHICLE FUEL 1,500 1,500 548.56 139.62 .00 951.44 36.6% 2400031 55000 REPAIRS/MAINTENANCE 12,000 12,000 4,322.21 6.95 2,585.00 5,092.79 57.6%* 2400031 55030 EQUIPMENT MAINTENANC 3,500 3,500 260.00 .00 260.00 2,980.00 14.9% 2400031 55100 MAINTENANCE/CLEANING 12,000 12,000 1,418.76 35.27 .00 10,581.24 11.8% 2400031 55120 MANHOLE FRAMES & COV 3,000 3,000 1,836.00 .00 .00 1,164.00 61.2%* 2400031 55150 TOXICITY TESTS 10,000 10,000 2,477.75 210.00 .00 7,522.25 24.8% 2400031 55160 LABORATORY 2,700 2,700 1,614.13 273.02 .00 1,085.87 59.8%* 2400031 55200 MILEAGE 500 500 .00 .00 .00 500.00 .0% 2400031 55500 LIGHT/POWER 75,000 75,000 32,385.16 5,199.52 .00 42,614.84 43.2% 2400031 55830 COMPUTER SOFTWARE SU 5,500 5,500 4,564.25 .00 .00 935.75 83.0%* 2400031 56100 POSTAGE 2,000 2,000 233.21 174.41 .00 1,766.79 11.7% 2400031 56200 TELEPHONE 2,500 2,500 243.49 .00 .00 2,256.51 9.7% 2400031 56205 CELL PHONE 1,680 1,680 537.69 141.68 .00 1,142.31 32.0% 2400031 56500 FUEL OIL/HEAT 15,000 15,000 2,472.38 379.62 556.65 11,970.97 20.2% 2400031 56700 UNIFORMS 3,400 3,400 1,081.37 204.17 .00 2,318.63 31.8% 2400031 56750 WATER 500 500 65.64 .00 .00 434.36 13.1% 2400031 56760 SEWER USE 320 320 350.00 .00 .00 -30.00 109.4%* 2400031 56950 MTG. DUES/SUBSCRIPTI 1,000 1,000 276.00 60.00 .00 724.00 27.6% 2400031 57100 OFFICE SUPPLIES 2,500 2,500 764.82 18.98 .00 1,735.18 30.6% 2400031 57400 EQUIPMENT PURCHASES 30,000 30,000 5,783.59 .00 .00 24,216.41 19.3% 2400031 57500 ADVERTISING 750 750 124.25 67.34 .00 625.75 16.6% 2400031 58400 CHEMICALS 5,000 5,000 1,628.00 814.00 1,350.00 2,022.00 59.6%* 2400031 58700 ENGINEERING 20,000 20,000 .00 .00 20,000.00 .00 100.0%* 2400031 58701 PROJECT ENGINEERING 5,000 5,000 .00 .00 5,000.00 .00 100.0%* 2400031 58710 AUDITOR 4,500 4,500 3,750.00 500.00 432.50 317.50 92.9%* 2400031 59100 DEPARTMENT EXPENSE 10,000 10,000 .00 .00 .00 10,000.00 .0% 2400031 59210 FARMINGTON USE CHARG 36,600 36,600 9,637.50 .00 26,599.50 363.00 99.0%* 2400031 59220 NPDS PERMIT 1,723 1,723 1,918.70 .00 .00 -195.70 111.4%* 2400031 59230 FLUSHING 8,000 8,000 3,973.41 .00 .00 4,026.59 49.7% 2400031 59240 SLUDGE/GRIT REMOVAL 60,240 60,240 18,704.00 88.32 40,737.60 798.40 98.7%* 2400031 59250 NITROGEN CREDITS 30,000 30,000 25,800.00 .00 .00 4,200.00 86.0%*
TOTAL WATER POLLUTION CONTROL AUT 822,500 822,500 339,780.47 33,623.49 104,181.25 378,538.28 54.0%
01/14/2015 15:52 |TOWN OF CANTON |PG 2 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ACCOUNTS FOR: ORIGINAL REVISED AVAILABLE PCT 024 WATER POLLUTION CONTROL AUTHOR APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
TOTAL WATER POLLUTION CONTROL AUT 822,500 822,500 339,780.47 33,623.49 104,181.25 378,538.28 54.0%
TOTAL EXPENSES 822,500 822,500 339,780.47 33,623.49 104,181.25 378,538.28
01/14/2015 15:52 |TOWN OF CANTON |PG 3 chughes |YEAR-TO-DATE BUDGET REPORT |glytdbud FY 2014-2015
FOR 2015 06
ORIGINAL REVISED AVAILABLE PCT APPROP BUDGET YTD EXPENDED MTD EXPENDED ENCUMBRANCES BUDGET USED ______
GRAND TOTAL 822,500 822,500 339,780.47 33,623.49 104,181.25 378,538.28 54.0%
** END OF REPORT - Generated by Cassandra Hughes **
To: Board of Selectmen From: Robert Skinner, Chief Administrative Officer Date: January 20, 2015 Re: Monthly Report –December 2014
ASSESSOR General administrative duties continue – - Field work - Real property ownership changes - Exemptions are being posted as needed - Preparing State Reports Assist Staff and General Public with research requests for current and archival information concerning maps, land, buildings, titles, motor vehicles Personal Property information has been collected for the 2014 Grand List – existing accounts are being reviewed Work has started on the 2014 Motor Vehicle List using the new QDS System BUILDING DEPARTMENT There were two permits issued for single family homes. One is located on Puddletown Road and the other on Sweetheart Mountain. Kohl’s Department Store was issued a permit for interior renovations. Mr. Rich attended a meeting on hoarding and attended a safety training class. Mr. Rich conducted a total of 60 inspections. Building/Renovation Permit Statistics Type of Permit No. of Permits Value of Permits Addition/Alteration 10 $241,117 Deck 2 $15,000 Demolition 0 $0 Electrical 9 $18,608 Garage/Shed 0 $0 HVAC/Woodstove 30 $118,891 New Commercial 1 $49,842 New Residential 2 $339,181 Plumbing 4 $12,843 Pool 0 $0 Roofing/Siding 5 $44,000 Foundation 0 $0 Total 63 $839,482 Permit Value Comparison for December 2014 2013 Value of Permits Issued $839,482 $212,314 Building Permit Fees $8,778 $1,347 Other Income Fees $ 3,010 $812 Building Permits Issued 63 32 Total Value of Permits and Permit Fees July-December 2014 July-December 2013 Value Permit Fees Value Permit Fees $5,510,350 $69,627 $5,505,255 $83,795 EMERGENCY MANAGEMENT PERSONNEL Dec. 1-31: Approximately 18 Canton residents signed up for next CERT training class. EMERGENCY MANAGEMENT CONTINUED ADMINISTRATION Dec. 1: Chief Arciero sent the Ox Bow Neighborhood Association newsletter information for publication regarding storm preparation. Dec. 2: Chief Arciero began preparation of EMPG application. Dec. 11: Chief Arciero attended the Goodwin Dam regional meeting in Avon. Dec. 11: Chief Arciero attended the School Safety and Security meeting at St. Joseph’s College in West Hartford. Dec. 17: Chief Arciero and Capt. Terra attended the School Safety and Security meeting at the Canton BOE. Dec. 17: Chief Arciero submitted CERT training grant funding request to CCRPA Citizen’s Corp. Dec. 18: Chief Arciero submitted the EMPG grant application to DEMHS Region 3. Dec. 23: State of Connecticut Citizen Corps approved CPD’s request to host a CERT training class in February. COMMUNITY POLICING Dec. 9: Chief Arciero attended the Secret Lake Neighborhood meeting to discuss emergency preparedness. OPERATIONS Dec. 18, 21: Capt. Terra provided training to town employees on safety and security plan. FIRE DEPARTMENT No information provided at time of printing FIRE MARSHAL Office of the State Fire Marshal Reviewed status of additional denied submitted fire code relief modifications for @ Collinsville with Joe Kingston from State FMO Status: Open
Fire Code Complaints/Hazard Abatements Tacos Dorados Fire alarm issue Status:closed Ocean State Job Lot Combustibles too close to building access/egress Status: Closed Public Fire Education. Press release and interview for winter heating safety hazards Meetings Meet with entire Hoarders Task Force including States Attorney to review plans for tackling Hoarder houses in town. Meet again with Rusty Tilney, Owner of @Collinsville to discuss progress on existing Fire Code violations and the Code Modification and abatement process, and plans to schedule site wide emergency lighting testing for 1/7/15 Meet with FD Chief Hutchings regularly to discuss a variety of topics including on-going project upgrades. Begin planning for FD training/tours of new medical arts building. Meet with Canton Schools Maintenance Director Everett Ford to review proposed door additions/changes at CBPS in egress paths. Zoning Plan Change Reviews Review several proposed changes Status: No action needed by this office. FIRE MARSHAL CONTINUED Status: Closed Fire Investigations. Brass Lantern and RT 44. Vehicle Fire Review PD report and FD personnel. Cause: Undetermined Status: Closed Hazardous Materials Release Sachs Distributors Powdermill Rd. Fuel oil spill outside containment. Investigate cause and origin with CT DEEP and Encon Police. Status: Open Blasting Permits (1) Burn Permits (2) Inspections Construction progress inspections (4) Final Inspection 1 Re-Inspection for Code Violations Village Café Status: Open FINANCE Professional Development All staff attended Safety Training at Police Station Attended Monthly Board of Finance Meeting Prepare Finance, Insurance and Employee Benefits Budgets Completed FY 2013-14 Audit INVESTMENTS BY ACCOUNTING TYPE (Unaudited) 11/30/14 General Fund $ 6,999,999 Special Revenue Funds $ 1,611,123 Capital Projects Funds $ 5,100,232 Internal Service Funds $ 1,460,906 Trust and Agency Funds $ 198,784 TOTAL ESTIMATED BY FUND $ 15,371,044 INVESTMENTS BY INSTITUTION TYPE (Unaudited) 11/30/14 Interest % Interest $ $ Invested Current Last Current Last Avg Monthly Yield, Annualized Month Month Month Month Class Plus .01% .01% 1 10 $ 8,204,296 Webster .12% .12% 808 1,039 $ 7,102,531 TD Bank 11 4 $ 64,217 Total Outstanding Investments 820 1 ,053 $ 15,371,044 LIBRARY No information provided at time of printing PARKS AND RECREATION Charted a successful New York City Bus Trip on Saturday December 6th which had 48 enrolled for a total profit of $875. This trip was new and will become part of the annual department offerings. Started a new Illuminate the Nights: Holiday House Light Contest for Canton/Collinsville residents. We had a dozen submissions for the first year. Judging occurred on Dec 9th and 10th with five awards being given out. Dunkin Donuts sponsored the event and donated gift cards to the winning families.
PARK & RECREATION CONTINUED Parks and Recreation helped run Christmas in Collinsville; the annual Holiday Tree Lighting event which included a visit with Santa and Mrs. Claus as well as special entertainment by glow in the dark juggler Keith “Leif”. The annual Breakfast with Santa was a tremendous success with 95 people enrolled (over double the 2013 event which had 45 enrolled). Families praised the event which included visit with Santa, musical entertainment from T-Bone, arts and crafts, and a delicious breakfast provided by the Avon-Canton Rotary Club. Assisted Claudia Nardi with planning and decorating employee holiday party at the community center. Provided supplies including decorations and raffle tickets. Director Medeiros attended the annual Connecticut Parks Association holiday luncheon where he was sworn in as the association Vice President. He was elected in November. Director Medeiros completed the Parks and Recreation General Fund and Special Revenue Fund Budgets for FY 2015-2016. Budgets were submitted to the CAO office. Parks and Recreation department attended Employee Safety Training at the Canton Police Department on Monday December 22nd. Winter/Spring brochure was released and registration for activities is coming in. This includes many new offerings such as Kid’s Night Out event, February and April vacation camps; Skyhawks sports camps, adult hoop dancing, and more! Partnered with Shop Rite of Canton to offer a free weight management program which aligns with the Parks and Recreation departments’ mission of promoting health and wellness to the community. The program begins in January and is already completely full. Continued to work with the Project Administrator on several park projects including the tennis courts resurfacing and the pool bathhouse. The tennis courts were completed. Work on the pool bathhouse will commence the first week of January. Plans for the remaining projects are underway. POLICE DEPARTMENT PERSONNEL Dec. 5: Off. Lederman attended POST Youth and Law Enforcement training. Dec. 15-19: Off. Gompper attended annual POST recertification training. Dec. 19: Chief Arciero commenced CPD dispatcher selection process. Dec. 23: Captain Terra, Sgt. Saucier and School Safety Director conducted oral interviews for CPD dispatcher position. Dec. 31: Chief Arciero and CAO Skinner interviewed Dispatcher candidate for position. ADMINISTRATION Dec. 9: Capt. Terra visited Tunxis Community College for CERT recruitment Dec. 11: Chief Arciero and Capt. Terra attended MDC Training / Emergency Plans Dec. 11: Attended School Safety meeting at CHS and CMS. Dec. 13: Chief Arciero met with town of Plymouth building committee re tour of CPD for new Plymouth police station. Dec. 15: Chief Arciero met with the Cherry Brook Primary School Safety and Security committee to discuss Code Blue protocol. Dec. 16: Chief Arciero attended the North Central Chief’s meeting in Bloomfield. Dec. 17: Chief Arciero met with NEXGEN representative re laptops/tablets for RMS system. Dec. 17: Capt. Terra attended / facilitated JRB meeting. Dec. 17: Chief Arciero and Capt. Terra attended BOE safety meeting. Dec. 29: Chief Arciero met with CPD radio vendor on radio hotline issues. Dec. 30: Chief Arciero met with CAO Skinner and Northwest Radio to discuss microwave issue and solution.
POLICE DEPARTMENT CONTINUED Dec. 30: Chief Arciero prepared new GOs and policies regarding use of force reports and annual ECW report. COMMUNITY POLICING Dec. 8: Chief Arciero met with Ocean State Job Lot General Manager about Canton food/clothing and toy driver for Sunday, Dec. 14. Dec. 10: Off. Miller conducted a Boy Scout tour of the CPD. Dec. 13: CPD officers participated in the annual Toy drive at the Shoppes. Dec. 14: CPD officers participated in the first ever toy drive at the Ocean State Job Lot. Dec. 16: Capt. Terra, Det. Colangelo and Ofc. Schiffer assisted Gifts of Love with toy and food distribution at Trinity Church. OPERATIONS Dec. 1: CPD posted the new DMV procedures for drive-only licenses for undocumented residents in the State of Connecticut. Dec. 1: Capt. Terra conducted two (2) Pistol Permit Applicant interviews. Dec. 2: CPD officers conducted a Code Red drill at the CBPS. Dec. 2: Capt. Terra conducted two (2) Pistol Permit Applicant interviews. Dec. 5: CPD officer began extended extra-duty shifts at the Shoppes for holiday season. Dec. 8, 10, 18, 22: Capt. Terra provided town staff training on safety and security for employees. Dec. 9: Chief Arciero attended the Capitol Region Chiefs meeting in Farmington. Dec. 12: Chief Arciero met with States Attorney and various town department personnel to discuss hoarding prevention and resolution strategies. Dec. 19: Chief Arciero, Capt. Terra, Det. Colangelo and Officer Schiffer coordinated the preparation and execution of a search and seizure warrant. Dec. 23: Chief Arciero, Capt. Terra held an emergency meeting with BOE administrators on security issues. Dec. 30: Capt. Terra conducted two (2) Pistol Permit Applicant interviews. INCIDENT SUMMARY: Total Incidents for December: 815 Previous month: November: 888 Domestic Disturbance 2 Motor Vehicle Stops 93 Driving Under Influe. 3 Motor Vehicle Accidents 44 Larceny-All 3 Suspicious Pers/Vehicle 21 Medical Calls 60 Directed Patrol 96 Fraud 3 MV Infractions: 8 MV Summons: 8 Written Warnings: 14 PROJECT ADMINISTRATOR Information located under “Administration” in Public Works PUBLIC WORKS ADMINISTRATION: DIRECTOR OF PUBLIC WORKS: Oversee Pavement Management Program with Contracted Engineering and Construction Companies Highway Foreman – Recruitment, Interviews and Follow-up Maintainer II Recruitment and Follow-up Development of Testing Procedure for Staff Promotions RFP - Transfer Station Bulky Waste Roof – Follow-up Develop Cost Analysis – Pavement Management Program Preparation of Annual Budget
PUBLIC WORKS CONTINUED Attended the following: 2 – Project Management Meetings DPW Staff Meeting DPW Safety Meeting Bargaining Unit Meeting – Discussion East Hill Road Meeting Paving Services Meeting Skate Park Meeting Night Meetings: None PROJECT ADMINISTRATOR: Prepared for and attended Permanent Municipal Building Committee [PMBC] meeting. Prepared for and attended Energy Committee meeting. Checked final work completed under Contract 2014-04 - “Andrew Drive & High Valley Drive, Et.Al. – Incidental Roadwork Canton, Connecticut” by Canton Village Construction Company, Inc. involving backfilling of curbs. Checked final work completed on Gracey Road under Contract 2014-04 - “Andrew Drive & High Valley Drive, Et.Al. – Incidental Roadwork Canton, Connecticut” by Canton Village Construction Company, Inc. and prepared additional change orders to accommodate additional roadway rehabilitation work. Checked final work completed on the upper portion of Case Street under Contract 2014-04 - “Andrew Drive & High Valley Drive, Et.Al. – Incidental Roadwork Canton, Connecticut” by Canton Village Construction Company, Inc. and prepared additional change orders to accommodate additional roadway rehabilitation work. Checked final work completed on the northern end of Sexton Hollow Road under Contract 2014-04 - “Andrew Drive & High Valley Drive, Et.Al. – Incidental Roadwork Canton, Connecticut” by Canton Village Construction Company, Inc. and prepared additional change order to accommodate additional drainage connection work. Worked with Public Works Director, Road Forman, and Consultants on modified road pavement rehabilitation options for various roads. Prepared the invitation for bid for Incidental Roadwork – Various Town of Canton Local Roads – Contract #2015-01. Worked with CRCOG and DEEP to get go ahead to proceed with the Mills Pond Pool Bathhouse Renovation project. Coordinated the various department and division reviews of the contract plans and specifications for the two (2) roofing projects; Cherry Brook Primary Roof project and the Canton Junior/Senior High School Roof project. Began making contact with affected property owners to obtain the required easements for the proposed traffic signal installation at intersection of Main Street and Bridge Street. Worked with the Town Planner on reviewing the proposed improvements for the Collinsville Street Scape project and attended related meetings. Attended various Department Head meetings and Public Works staff meetings. ADMINSTRATIVE ASSISTANT: Out on injury leave HIGHWAY: Patched holes Fixed catch basins Chipped brush Snow removal Back filled curbs Tree removal on Washburn Reorganized garage PUBLIC WORKS DEPARTMENT Hauled salt Made road signs Installed road signs on Gracey Road EQUIPMENT MAINTENANCE: Replaced sander chain on truck 7 Continued services on vehicles and equipment Front end repair on truck 11 Front and rear brakes on 12 Weld and bolt up broken plow Added 2 way radio to new sweeper Misc repairs to prep for winter storms PARKS: Continued leaf cleanup Moved bleachers Set up Christmas lights at Gazebo, tree in Collinsville, and lights at Bicentennial Field Maintenance on equipment Plowed snow Helped out in Highway Dept TRANSFER STATION: New permits for sale Transfer Station Operational Improvements BUILDING MAINTENANCE: Decorated Town Hall for the holiday Replaced bulbs in Sally Port at Canton Police Department Replaced frosting on men’s bathroom window at Town Hall Replaced bulb in Land Use Installed coat hanger in Land Use Hung wreaths at Town Hall New clock installation at CAO office Installed new clocks in SASS room CT flag to half-staff, and then back Repaired emergency ballast in Library Check and filled generator at Community Center Picked up trash in parking lot and sidewalks at Town Hall Repaired ballast in Library Check and filled generator at Canton Police Department Checked fire extinguishers in all Town buildings Cleaned grease trap at Community Center PROFESSIONAL DEVELOPMENT: All staff attended safety training with the Canton Police Department WORK ORDERS RECEIVED: Work Request Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 FY Totals Highway 4 9 3 5 6 4 31 Parks 2 2 1 2 2 1 10 Building Maintenance 37 32 44 33 42 30 218 Signs 15 8 7 8 6 4 48 Trees 4 4 3 7 8 7 33 Mailboxes 2 1 0 Pot Holes 25 15 17 20 25 15 117 Drainage 2 4 6 3 2 2 19 Curbing 1000' 0 Lawn 1 1 Animal 5 7 5 4 1 22 Total 94 81 81 84 97 65 502 SENIOR & SOCIAL SERVICES PROGRAMMING Canton Community Café: Open for 9 days, 296 meals served Dial A Ride: Total # of passengers: 330 Total # of trips: 139 Enhanced DAR trips #: 94 Funds collected: $17.50 CHOICES volunteer Paula had 7 appointments this month. “In The News” met: 1 times this month McLean Meals on Wheels: Clients 25 – Meals – 928 Foot care clinic: 2 FVVNA: Blood Pressure Wednesday clinic: 75 Bereavement Support Group: 0 Senior Potluck: Medical Transportation: 21 trips coordinated 13 paid by the Town of Canton and 8 paid by Focus Volunteer Transportation: coordinated round trips for one person 911 Cell Phone Program: Vials of Life were given out: Yellow Dots were given out: Town of Canton Prescription Drug Discount Card (November): Canton residents. Below are totals for the card (up to the end of October 2014): 14-Nov 24 21 $2,046.76 $85.28 $1,952.11 $81.34 49% Total Member Avg Member Price Avg. Price % Price Month: Total Claims Cards Used Rx Cost Rx Cost Savings Savings Savings Total 2014 208 150 $14,653.51 $70.45 $10,050.83 $48.32 41% Total Program 306 214 $21,277.54 $69.53 $13,756.88 $44.96 39% SPECIAL EVENTS On Monday, December 5th, Cooking for Wellness with Kristen held their second session with five [5] people in attendance. The theme of this session was healthy holiday meals where Kristen gave tips and tricks to enjoy the holiday favorites while still being healthy. She brought free samples and gave recipe ideas to bring to those holiday parties! On December 26th, we held the 6th annual Winter Wonderland holiday event. This year brought together around 70 people for a good time with friends, family, music, and of course food. The multipurpose room was transformed into a warm and cozy atmosphere with lights, gingerbread houses, pinecones and gold red and green spread throughout. The delicious menu came from area agencies that were generous enough to sponsor portions. In house we prepared the tossed salad as well as the mixed vegetables. The aroma of the food, the sounds of Jeff Weiselberg on the keyboard, the event was enjoyed by all. ADMINISTRATIVE Janet took appointments for Medical Transportation and CRT Meals. Called in the meal count on Wednesdays and Fridays weekly. Janet modified the CRT Meal sign in sheet for the following week, as well as added people and taking them off the listing. Janet updated and inputted data in Excel Spreadsheets for various programs in the department (daily).
SENIOR & SOCIAL SERVICES CONTINUED Janet collected money and receipted money for the departments varies programs as people walked in to sign up. Janet counted the money collected for programs and prepared the deposits for the department (weekly). Janet made reservations for the upcoming senior programs in the calendar system for the new fiscal year and as needed. Janet answered the department’s telephone, routed and handled the calls as needed on a daily basis. Take message for the Director as needed (daily). As people come in the office answered questions and/or take care of what they need. Janet made up flyers and sign in sheets as needed for programs (daily). Janet made file folders in computer and arrange them in order and dragged scan documents in the file. Janet set-up distribution lists in the e-mail outlook program. Janet updated DAR spreadsheet when new members are added and then e-mails the updated DAR spreadsheet to Martel Transportation staff. Janet called volunteers to ask if they are available to transport clients to medical appointments. Record information on spreadsheet and follow-up with clients. Janet helped with the Special Events, made sign-up sheets, and collected money for the event. Makes coffee and helps with set-up for the event, doing whatever needs to be done. Janet received new flyers for upcoming Getaway trips. Discussed with Claire what trips we will offer, then contact Getaway staff to let them know which ones we choose. Made sign out sheets for each upcoming trip and well as copying the flyers for distribution. Organized the flyers on the table and put the flyers and sign-up sheets in the Getaway black binder. Janet coordinated each Getaway trips. Notifies the attendees and Tour Company with the pertinent information. Receipts the money and tracks deposits and final payments for each trip. Posted all trips on the Canton Senior Center and Social Services webpage. Janet sent out Press Release and Q-Notify E-Mails. Janet recorded and receipted DAR monies for FY14/15, and send out policies and procedures to members. Janet compiled information for the upcoming Scribe Newsletter and inserted it in the Newsletter. Janet made appointments for clients who want an in office appointment for Food Bank membership for FY14/15 with Claire. Janet posted events on the Canton Senior and Social Services Website. Janet sent out and faxed DSS documentation for clients and follow-up on the documentation as client’s requested. Janet scheduled and cancelled appointments for Claire utilizing the shared calendar in the outlook program. Janet contacts the contracted copier vendor when we need a printer toner. Janet reviewed and verified invoices received from Taxi Companies against our spreadsheet records to ensure accuracy of invoices. Input the charge of each trip on the spreadsheet. Janet traces number of medical rides for each client on the DAR medical transportation spreadsheet. Janet updates the Enhanced DAR Grant Quarterly Report monthly. Janet helps people as they come in the office on a daily basis. Janet faxed and scanned documentation to D.S.S. for client’s that utilize the department’s resources services. Janet scanned E.A. applications, and recorded the pertinent information on a data sheet by client number in order to mail via certified mail. Janet recorded pertinent information on our expenditure spreadsheet in regards to oil delivery payment. I prepare the bill for payment by filling out Fuel Bank or Focus request form, scan, and name the documentation in preparation for payment. E-mail the scanned documentation to either Fuel Bank or Focus for payment. File documentation in the client’s file. These fuel deliveries are the result of the Energy Assistance program that serves well over 100 of our clients. This process is done for each client. Janet prepared paperwork from invoices received from fuel vendors requesting payment.
SENIOR & SOCIAL SERVICES CONTINUED Janet set-up a sign-up sheet in Excel to schedule people to meet with Claire for Energy Assistance. When the people call in to make the appointments, Janet schedules them and confirms the appointments. When clients come in for their appointments, I make copies of the documents which are required in the application process. Janet assigned a number to each Social Service’s client in the expenditure spreadsheet and made a chart inputting the client’s name and number for reference purposes. Janet filed documents and set-up new folders in the department’s file system. Janet compiled a report for Claire for how much funding we received and used for fuel assistance utilizing the Expenditure Social Services spreadsheet. Janet made appointments for the CHOICES Representative and mailed blank applications to the individuals to fill out for their appointments. Calls the individuals to confirm their appointments. E-mail the appointment schedule to the Volunteer. Janet notified the maintenance staff for various issues that arise at the Senior Center, filled out School Dudes as needed. Janet performed any administrative duties as need throughout the department and whatever needed to be done within the department. Janet notified families who participated in the Holiday giving program to pick up their gifts. Rebecca attended the Canton Commission on Aging meeting on December 1st. Rebecca worked on the SCRIBE newsletter Rebecca met with the Commission on Aging Chairperson to discuss future agendas. Rebecca communicated with the various local agencies as follows, regarding their sponsorships of menu items for Winter Wonderland. Anne Boychuck, The Residence- Sparkling cider, water and plastic drinking flutes Brenda Carrier, The Gables- Lemon chicken in a cream sauce Theresa Stark, The Village Gate- Warm rolls with butter Tracey Pidgeon, River Ridge Ave- Mashed Cauliflower Deana, Cake Gypsy- Cupcakes Rebecca communicated with Todd Christopher of FAVARH regarding volunteers for Winter Wonderland. Rebecca communicated with Rebecca Stevenson from Cherry Brook HHC regarding their sponsorship of entertainment for Winter Wonderland Rebecca created flyers Winter Wonderland. Rebecca sent Winter Wonderland flyers to Staples to be printed in color. Rebecca E-Blasted the Winter Wonderland flyer to subscribers. Rebecca created and printed tickets for Winter Wonderland. Rebecca met with Linda Smith on December 8th to train on Canton’s website. Rebecca met with Josh Medeiros from Parks and Rec on December 12th to train on their website for reserving rooms within the Community Center. Rebecca attended the town mandatory safety training on December 22nd Rebecca went grocery shopping for the Winter Wonderland event on December 24th, purchasing the items that were not donated. Plates, plastic ware, mixed vegetables, salad and salad fixings. Rebecca prepared the tossed salad as well as the mixed vegetables for Winter Wonderland. Rebecca plated food at Winter Wonderland. Rebecca met with a senior to discuss ideas for the new bulletin board in the senior room. Claire put together the agenda for the Commission on Aging meeting for December 1, 2014 Claire and Chief Arciero canceled the SALT Committee meeting slated for December 1st Claire met with Bill Rich, Building Official, in early December to discuss an ongoing hoarding case in Canton. On December 12th, the Canton HOARDING TASKFORCE met in the Conference Room at Town Hall. Special Guest Steven Lesko, from the state Deputy Assistant’s Office State’s Attorney’s office came to present on Housing Matters and the legal ramifications concerning hoarding situations and the town’s SENIOR & SOCIAL SERVICES CONTINUED roles and responsibilities. Some specific open cases were discussed as generally as possible during this meeting; the ultimate goal of this group is to assess, understand and use best practices to assist Canton residents and the town in ensuring safety and security when dealing with someone, or multiple people in a hoarding situation. Claire has brought this group together, and coordinated the guest speaker. She is also providing follow-up visits and coordination in regards to the two open cases the town has an interest in currently. Claire attended the mandatory Safety Training on December 22nd with the rest of her staff Claire coordinated the HOLIDAY GIVING PROGRAM to assist needy residents who otherwise would not be able to put gifts under the tree/have a happy holiday. This program assisted over 30 Canton households, which equates to approximately 147 Canton residents. This is a sponsorship program where businesses, organizations, individuals and churches will ‘sponsor’ families in need, purchasing and donating everything from gift cards to toys, household goods, etc. This is unlike any other holiday giving endeavor in the town of Canton and assists many households that do not get assistance from other places (such as through GIFTS OF LOVE who only opened their program up to existing clients; and GIFTS FOR CANTON which is distributed at the Food Bank, something that many families could not go to). Some families were made meals, or were donated the food for a holiday meal as well. Gift bags were supplemented with gifts and gift cards that were left over after the GIFTS FOR CANTON distribution day. Claire assisted a Canton resident who moved from one apartment to another in getting furniture for his new apartment, after another Canton resident moved out of her apartment. Claire and the family members physically went throughout the apartment, identifying things that would be useful to the client, and Claire transported furniture and other household items to his residence so his new place could become his “home”. Claire attended the GIFTS FOR CANTON distribution day briefly on December 16th Claire met with Lauren Bourque of Canton, who is attended the University of New Haven, and with Captain Terra at the end of the month. Lauren will be finishing up her internship hours with Senior & Social Services; this is the second Intern the Police Dept and Senior & Social Services Department has “shared” Intern hours. Claire attended the Canton Juvenile Review Board meeting that was coordinated by Captain Terra on the 17th of the month. This was a regular meeting where the role of the JRB and the importance of the Bureau were discussed; the conversation of the importance, role and rights of the JRB will be ongoing and both the Police Dept and the Senior & Social Services Department will play a role in advocating for increased appropriate referrals to the JRB from sources within the community, including (but not limited to) Senior & Social Services, Police Dept, Businesses, and Canton Public Schools. On the 24th, the SASS Staff got together with the Parks & Rec staff and ate lunch together to celebrate the year gone by and good work, camaraderie and collaboration. Claire acted as the Mediator between an elderly client and her Conservator of Estate after the client called PSE on the COE and a probate court hearing ensued in regard to unsubstantiated neglect and abuse on the part of the COE. Claire assisted in ensuring that paperwork and monies were exchanged properly back to the Client, and that any important messages in regard to her services, estate and overall well-being were relayed to the client that came from her COE. Claire prevented multiple Clients from getting their utilities shut off during this month, advocating to the heating assistance program and directly with vendors. Claire ensured that many residents did not lose their benefits through DSS (Dept of Social Services) through advocacy, empowerment and education. Claire attended the Senior Club’s annual CHRISTMAS PARTY, which was a hit as always, on December 18th. TOWN CLERK Processed: 817 transactions and three marriage licenses. Real estate recordings: 16 residential home sales; one land sale; one commercial sale. Largest home sale: 103 Fiddlehead Farms ($780,000). Municipal Conveyance Tax collected on transfers was $15,755.25. $447 was collected via the Community Investment Act. TOWN CLERK CONTINUED The sale of 2015 Transfer Station stickers has been brisk to date. In addition to regular weekday hours, the Town Clerk’s office will be open on Saturday, January 10th from 8am-3pm to sell stickers. After this date, entry to the Transfer Station will be denied without the updated sticker. To date, 1217 new dog licenses have been sold for the 2014-2015 ‘dog’ year. Under Public Act No. 11-201, an Act Concerning Foreclosure Mediation, there were two registrations of property in the process of/that completed foreclosure. December 8: The Town Clerk attended Safety Training at the Canton Police Dept December 18: The Asst Town Clerk attended Safety Training at the Canton Police Dept December 22: Seasonal/Temporary help to sell Transfer Station stickers began Liens & lis pendens action: 1. Condo Fees lis pendens 0 2. Credit Cards/Debt Collectors 0 3. Commercial/tax liens/other 3 4. Medical related 2 Activity on the Town’s website/social media: Website: 4516 people made 6500 visits to www.townofcantonct.org during Dec 2014 1. The ‘BOS Meeting Recordings’ page had 57 hits 2. The Mobile App had 36 hits. 3. The most frequently visited website pages were: Employment Opportunities, News, Agendas & Minutes, Tax Dept, Calendar, Police Dept, Assessor Dept, Land Use Dept, Building Dept, and DPW. Facebook: Daily Total Reach (the number of people who have seen any content associated with the page) in Dec 2014 = 7690; Lifetime Total Likes =448 Twitter: 58 tweets were sent out in the month of Dec for a grand total of 871 since Oct 26, 2012. Current ‘Followers’ total 385. Town Clerk Receipts – Dec 2014 Description Items Amount Conveyance Tax 18 $15,755.25 Recording Land Records ($10+add'l pages) 149 $3886.00 St of CT Historical Preservation ($2) 149 $298.00 Town Clerk Historical Preservation ($1) 149 $149.00 Town of Canton-Land Preservation ($3) 149 $447.00 St of CT-Land & Dairy Preservation ($36) 149 $5364.00 Town Clerk Land Preservation ($1) 149 $149.00 MERS-Grr/Gre-TOC ($39+add'l pages) 13 $1242.00 MERS-Grr/Gre-State Treasurer ($110) 13 $1430.00 MERS-Grr/Gre-Town Clerk ($10) 13 $130.00 MERS-Rel & Assign-TOC ($32+add'l pages) 14 $448.00 MERS-Rel & Assign-State Treasurer ($127) 14 $1778.00 Maps 2 $20.00 Copies 152 $993.50 St of CT DEP 18 $828.00 Sport Licenses-Town of Canton 16 $16.00 Miscellaneous 15 $70.00 Vitals 41 $673.00 Marriage/CU Licenses St of CT 3 $57.00 Dog Licenses-Town of Canton 10 $10.00 Dog Licenses-St of CT 10 $109.00 Notary Fees 0 $0.00 Bad Check Fees 0 $0.00 Stone 0 $0.00 Transfer Station 405 $57,546.00 Total 817 $91,398.75 TAX COLLECTOR Tax collections for the current list were $3,156,252. Compared to last year at this time we are 1.6% below last year’s collections at this time. Percentage collected is 64.5% of the budgeted amount. Back year collections were $14,811.56. Suspense collections were $305.53. As of December 31, 2014, the tax office has collected in back taxes, 91.4% of the annual budget amount. At the same time last year the office collected 74.6% . The office has collected 75.3% of the budget interest and liens compared to last year at the same time it was 46.3%. Sewer Collections on the current list were $21,526.53. Back year collections were $4,561.88. Sewer Assessment collections $.00 and connection charges collected $ .00. Motor Vehicle Supplemental bills went out for a total tax due of $297,256.00 an increase of $27,812.26 over last year’s total due. We have collected 34.6% of the budget through December 31st. Released 3 tax and 23 sewer liens this month. % OF COLLECTION % % COLLECTED COLLECTED OF OF TAXES TAXES COLLECTABLE BUDGET BUDGETED GL YEAR COLLECTABLE COLLECTED BALANCE AMOUNT AMOUNT $ 2013 $30,997,653 $19,776,954 63.08% 30,661,929 64.50% 2012 $325,066 $ 120,542 38.93% 2011 $154,328 $ 17,275 11.19% 2010 $ 63,555 $ 18,070 28.43% 2009 $ 85,296 $ 13,433 15.75% 2008 $ 64,657 $ 18,605 28.77% 2007 $ 36,215 $ 8,986 24.81% 2006 $ 29,637 $ 3,110 10.49% 2005 $ 25,577 $ 425 1.66% 2004 $ 21,768 $ - 0.01% 2003 $ 21,627 $ - 0.00% 2002 $ 19,644 $ - 0.00% 2001 $ 18,634 $ - 0.00% 2000 $ 18,039 $ - 0.00% 1999 $ 17,467 $ - 0.00% 1998 $ 28.957 $ - 0.00% TOTAL PRIOR YRS $930,467* $ 200,446 21.54% $220,000.00 91.11% AMOUNT BUDGETED INTEREST, LIENS COLLECTED AMOUNT & FEES $ 97,844 $130,000.00 75.3% *Note: $338,039 (36.33% ) of the Prior year outstanding of $930,467 is for one property, 51 Albany Turnpike in the name of Cadle Properties of CT Inc. TOWN PLANNER Permits Issued 122 Main St. – temporary sign, Underground Gallery. 7 Old Canton Rd. – interior renovations. 365 East Hill Rd. – interior renovations. 42 Queen’s Peak - deck expansion. 16 Sweetheart Mountain – new single family house. 140 Albany Tpke. – sign, Ace Nails. 7 Colony Rd. – door installation. TOWN PLANNER CONTINUED 191 East Hill Rd. – window replacement. 8 Scoville Rd. – interior renovations. 29 Old Albany Tpke. – window replacement. 14 Shallot Meadow – new single family house. Inspections 4 Hoffman Rd. – erosion controls. 16 Sweetheart Mountain – new single family house. 7 Old Canton Rd. – interior renovations. 365 East Hill Rd. – interior renovations. 140 Albany Tpke. – sign, Ace Nails. 7 Colony Rd. – door installation. 191 East Hill Rd. – window replacement. 8 Scoville Rd. – interior renovations. 29 Old Albany Tpke. – window replacement 14 Shallot Meadow – new single family house. 117 Albany Tpke. – medical office building. 10 Dyer Cemetery Rd. – miniature golf course. 81-83 Torrington Ave. – dumping in upland review area. 17 Wind Mill Ln. – proposed single family house. Minor Site Plan Modifications None Authorized Wetlands Agent Approvals 150 Torrington Ave. – excavation for electrical conduits along Nepaug Dam Road, MDC. 14 Shallot Meadow – new single family house. Notices of Violation 81-83 Torrington Ave. – dumping of debris within upland review area, owner has removed asphalt and posted “no dumping sign”. 5 Homestead Lane. – storage containers and construction trailers on residential lot without active building permit. Property owner is expected to appeal Notice to ZBA. 284 Albany Turnpike – outdoor display of merchandise on residential property without permit or existence of business as principal use; owner has not responded. Municipal Citation None Cease and Desist Orders 100 Bahre Corner Rd. – Installation of composting bins without wetlands permits; no further use. 49 Church St. – vehicle parking on church parking lot, junkyard; cleaned up but Order to stay in place. 3 Trailsend Dr. – unauthorized clearing of trees; clearing halted. Miscellaneous Assistant Planner Attended Hoarding Task Force 12/12. Attended Conservation Commission 12/17. Attended safety training 12/18. Met with David Stoner about revision of tree cutting limits at 16 Sweetheart Mountain Rd. 12/9. Met with Dana Michele about Notice of Violation and possible appeal to ZBA at 5 Homestead Lane 12/9. Continued weekly sign sweep along major thoroughfares; over 1030 signs removed. Town Planner Eagle Scout Community Service Project inspection and sign off, Cannon Property Phase III 12/1 Public Information Meeting, Collinsville Streetscape/ Town Hall Parking Lot 12/3 Attended CRCOG Transportation Committee 12/8
TOWN PLANNER CONTINUED Scheduled discussion with owner/ interested party regarding development interests 201-211 Albany Turnpike 12/9 Attended CRCOG Bicycle Pedestrian Committee 12/9 Attended Economic Development Agency meeting 12/9 Attended Collinsville Historic District meeting regarding 14 North Street and Collinsville Streetscape/ Town Hall Parking Lot changes 12/9 Recording Secretary Interviews 12/12, 12/15 Attended Connecticut Bicycle Pedestrian Advisory Board meeting 12/16 Attended Canton Main Street Program, 12/16 Attended Plan Implementation Committee, including representatives of WPCA, 12/17 Attended PZC 12/17 Meeting with Collinsville Merchants to review parking lot changes, 12/19 Attended Safety Training, 12/22 Meeting with YMCA volunteers interested in pursuing a public drinking fountain along the FRRT in Collinsville 12/22 Meeting with representative interested in starting nano-brewery on Cheryl Drive 12/22 Meeting with Rusty Tilney to review changes to Collinsville Streetscape plan affecting Collins Co. property, and possible changes to easement for FRRT 12/22 Discussions with Center Street residents concerned with changes to 14 North Street. Evaluation of submitted responses to Request for Proposal for Subdivision Rewrite. Reviewed with Design Regulation consultant possible actions/ schedule concerns to complete project. Fair housing review of Gleason/ Curtis decision Reviewed ADA compliance recommendations and sent summary to relevant department heads for consideration Coordinated site walk of the Collins Co. complex with members of the PZC, EDA, and CHDC, development team, and general public. Coordinated budget requests from Canton Main Street, EDA, and PZC Review history of approvals and extensions for Miner Lumber’s potential development of the Rudder Property Reviewed SBA financing requirements relative to POCD consistency for mortgage of 115 Dowd Avenue and issued letter of support PROJECT LOG 2014 Project Oct Nov Dec Yearly Total Aquifer Protection 6 3 2 37 Harts Corner, 5 Cherry Brook, (Private Proposal) 2 5 0 11 Zoning Regulation Rewrite 2 3 2.5 102.5 10 Dyer Cemetery 4 2 2 42 Powder Mill Junk Yard Enforcement 0 0 1 5 PMBC/ Public Works Garage 2 3 0 10 20 Colonial Road 0 2 1 14 Martinelli Subdivision 1 0 0.5 12.5 Collins Co. 2 2 3 14 Design Regulations 5 2 3 157 POCD Update 0.5 0 1.5 35 Affordable Housing/ Fair Housing/ ADA 7 7 2 37 Sweet Heart Mountain 0 0 2 12 IWWA Rewrite/ Map 1 3 0.5 12.5 Rail Trail 0 2 2 19 Open Space/ Greenway Grant 0 0 0 19 Fee Ordinance 0 0 0 5 GIS Initiatives 1 0 0 13 EDA Initiatives 10 8 3 49 Collinsville Streetscape Design 3 4 7 77 Konover/ Sussman 1.5 2 2 43.5 Subdivision Regulations 2 3 3 17 Main Street Program 3 2 2.5 23 Main Street Investment Fund 0 0 0 18 Satan's Kingdom LLC 7 2 0.5 44.5 16 Maple Ave 8 2.5 0.5 13.5 Shallot Meadow Subdivision 0 1 0.5 15.5 AQUIFER PROTECTION The regular meeting was held on December 17, 2014. Registration renewals were tabled to the next meeting pending compliance from registrants with 2014 inspection recommendations. INLAND WETLANDS & WATERCOURSES AGENCY The regular meeting of December 11, 2014 was cancelled. PLANNING & ZONING COMMISSION The regular meeting was on December 17, 2014. PUBLIC HEARINGS DISCUSSION: File #336; Apln. #1464; 88 Simonds Avenue (Millennium Field); Assessor’s Map 30; Parcel 4820088; Zone AR-1; Request for five to ten year extension of Temporary Lighting approval for annual night tournament in June; Canton Little League/Stan Kraznowski. (The Public Hearing is postponed until January 21, 2015). REGULAR MEETING PUBLIC HEARING ACTIONS No actions taken. NEW BUSINESS DISCUSSION AND APPROVAL: Pre-Application Review; File 435; Apln. 1459; 674 & 684 Albany Turnpike; Assessor Map 21; Parcels 1010674 & 1010684; Residential Subdivision; Allan Borghesi, agent/applicant; Satan’s Kingdom, LLC, owner/applicant – No action was taken. Referral #376; State Project #023-126; 74 Main Street; Assessor’s Map 38; Parcel 3590074; Zone: Business District. Connecticut General Statute Section 8-24 Review and Report for an easement for a traffic signal at the intersection of Main Street and Bridge Street. Town of Canton, applicant/owner. – Positive report issued. Referral #377; 74 Main Street; Assessor’s Map 38; Parcel 3590074; Zone: Business District, and Main Street (from Bridge Street to Front Street). Connecticut General Statute Section 8-24 Review and Report on the renovations of the Town Hall parking lot and Collinsville streetscape design changes. Town of Canton, applicant/owner. – Positive report issued. Request for extension of File #226, Apln #1307 (127-129 River Road; Assessor’s Map 11-8; Lot 65 & 129; Zone LI; Section 51.7.3, Site Development Plan; Miner’s, Inc., applicant; Crossroads Realty, LLC, owner) set to expire on December 15, 2014, and corresponding wetlands permit File #05-09-543 (127-129 River Road (Miner’s Inc.); Assessors Map 11-8; Lots 129 & 65; Zone LI; Proposed disturbance of .07 acres of wetlands and 1.05 acres in the upland review area for construction of new building, addition and sheds in upland review area; Crossroads Realty, LLC, applicant/owner). – Extension granted. Erosion Control Certification and Bond Release for File #364, Apln #1418; 115 Albany Turnpike; Assessors Map 32; Lot 1010115; Zone ATG-2; Special Exception for Approval of Architectural Rending Sections 34.10.11.2 & 52; Special Exception for Signs; Section 63.7.11.2 & 52; Site Development Plan TOWN PLANNER CONTINUED Sections 34.4.4.b & 51; for medical office building in Development Area B. Canton 44, LLC and Konover Development Corporation, applicant; Greg Konover, Cant 44, LLC, owner. – Erosion Control Bond released. OLD BUSINESS DISCUSSION AND APPROVAL: File #437; Apln. #1481; 14 North Street; Assessor’s Map 34; Parcel #3890014; Zone B; Site Plan Application Section 9.1.A.1; to rebuild a former barn/garage on the same foot print and to add a second floor; Section 4.1.B.6 Accessory dwelling unit on an upper story of a building with a non-residential use on the first story; within Section 6.2 Collinsville Business Overlay; Leslie M. Cole applicant/owner. – Approval granted. OTHER BUSINESS: 1. Review Minutes of September 17, 2014, October 15, 2014 and November 19, 2014 2. Discussion of Edits to Zoning Regulations – Changes reviewed and additional edits and reorganization discussed. 3. Discussion of Design Regulations – delay in project schedule discussed. 4. Discussion of Subdivision Regulation Rewrite – results from RFP presented. Commission requests additional funding to support project. 5. Collinsville Axe Factory Site Walk; Saturday, December 20, 2014 at 9:00 a.m. 6. File #194; Apln. #823; 540 Cherry Brook Road; Assessor’s Map 7; Parcel 1850540; Zone: AR-3. Discussion and possible update of the removal bond for the telecommunication tower located at the North Canton Firehouse – tabled pending review by Town Attorney and Director of Finance. 7. 2015 CRCOG Regional Planning Commission Appointment Notification – Recommendations issued to BOS. 8. Enforcement Review of 4 Hoffman Road ZONING BOARD OF APPEALS The regular meeting of December 8, 2014 was cancelled. DESIGN REVIEW The regular meeting of December 16, 2014 was cancelled. WPCA OPERATIONS The plant achieved 98 % BOD removal and 98 % Suspended Solids removal. The Effluent plant flow, monthly average increased from .445 MGD to .639 MGD Rainfall total for the month is 5.47 inches. Plant is running well. LABORATORY Analyzing Primary Tank solids, Secondary Solids, and sludge shipped by Synagro. Monthly Nitrogen and Phosphorus are analyzed and weekly Effluent Nitrogen to comply with the general permit for Nitrogen. Regular permit testing was done in house including pH, Temp, BOD, TSS, Alkalinity, and other tests as needed or required by the permit. All required permit parameters were met. Shipped sludge solids, averaged 3.7 % this month. Five loads of sludge were shipped by Synagro @ 32,500 gallons this month. COLLECTION SYSTEM Lift station inspections were performed twice per week. Marked call before you dig locations. Working through submittals for Town Bridge Generator MAINTENANCE Monthly and weekly duties performed. Cleaning D.O. Probe in RBC Tank on a weekly basis Flooding and flushing of the Trickling Filter to minimize odors Scraping and painting of Influent pumps and piping WPCA CONTINUED SAFETY AND TRAINING Performed test of all emergency exits signs and lights. Cleaning of emergency eyewash stations. J. Kaminski attended a Cornell Pump School and Hydraulic Seminar T. Radcliff attended an Excel class put on by Fred Pryor Seminars T. Radcliff attended a LabAct Seminar sponsored by Lab Analysts of Ct. ADMINISTRATIVE Fiscal Year 2015 / 2016 Budget completed and filed with Town Hall J.H.LaPierre was in to change out a bad motor starter for the plant water pump Staff attended a town wide training class at the Canton P.D. Attended a POCD meeting with the WPCA Chairman Tour given to Town of Farmington WPCF operators sitting for the state exam in January Met with new Sludge Hauler, David Waddington Transportation to go over logistics and the contract for disposal effective January 1,2015.
TOWN OF CANTON - BOARD ABSENTEE RECORD FOR PAST 12 MONTHS
Board of Finance Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 no Tri Board # Days 1/21/14 2/18/14 3/18/2014 3/18/2014 3/19/2014 4/2/2014 4/10/2014 4/21/2014 5/27/14 6/16/14 meeting 8/18/14 9/15/14 10/20/14 11/17/14 12-15-14 12/15/14 Absent # Mtgs % Absent Bill Canny Member 1 1 16 6% Richard Eickenhorst Member 1 1 2 16 13% Brian First Chair 1 1 16 6% Kenneth Humphrey Member 1 1 16 6% Beth Kandrysawtz Co-Chair 1 1 16 6% Mary Tomolonius Member 1 1 2 16 13% # OF MEETING CANCELLED DUE TO LACK OF QUORUM 0 Board of Selectmen Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 11.3.14 Special # Days 1/8/14 1/21/14 2/10/14 2/11/14 2/12/14 2/26/14 3/12/14 3/26/14 4/9/14 4/23/14 5/14/14 5/28/14 6/11/14 6/25/14 7/9/14 7/23/14 8/13/14 8/27/14 9/10/14 10/8/14 10/22/14 Meeting 11.12.14 11.25.14 12/10/14 12/23/14 Absent # Mtgs % Absent Richard Barlow First Selectman 0 27 0% Lowell Humphrey Selectman 1 0 27 0% David Gilchrist Selectman 1 1 27 4% Stephen Roberto Deputy Selectman 1 1 1 1 1 1 3 27 11% Tom Sevigny Selectman 1 1 27 4% # OF MEETING CANCELLED DUE TO LACK OF QUORUM 0 Canton Center Historic District Commission Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 06/11/14- 7/9/14- No # Days 1/20/14 3/12/14 No Minutes Rec'd 4/9/14 5/14/14 no mtg No mtg 8/20/14 Meeting 10/8/14 11/12/14 12/10/14 Absent # Mtgs % Absent Kim Bowen Chair 0 8 0% Sandra Bridgman Member 0 8 0% Co-Chair 0 8 0% Nora Hillman-Goeler Secretary 0 8 0% Stephen Johnson Member 1 1 1 1 1 8 13% VACANT 0 8 0% VACANT 0 8 0% VACANT 0 8 0% # OF MEETING CANCELLED DUE TO LACK OF QUORUM 0 Canton Housing Authority Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 no mins No No No # Days 1/20/14 No Mtgs 3/17/14 filed 5/19/14 6/23/14 7/21/14 Meeting 9/22/14 10/20/14 Meeting Meeting Absent # Mtgs % Absent Sarah Cheney Chair 0 9 0% Bette Lowell Member 1 1 2 9 22% Dale Munroe Member 1 1 1 1 3 9 33% Arthur Rote Member 0 9 0% Linda Spiers Member 1 1 1 2 9 22% # OF MEETING CANCELLED DUE TO LACK OF QUORUM 0 Canton Public Library Board of Trustees Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 no No # Days 1/8/14 2/12/14 3/12/14 4/9/14 5/14/14 6/11/14 meeting Meeting 9/9/14 10/14/14 11/10/14 12/9/14 Absent # Mtgs % Absent Marjorie Clark Member 1 1 9 11% Nancy Donoghue Member 0 9 0% Walter Gillette Chair 0 9 0% Bonita Hansen Member 1 1 1 1 1 1 4 9 44% Michael Leonard Member 1 1 1 9 11% Richard Matos Member 1 1 1 2 9 22% VACANT Member 1 1 1 1 2 9 22% Rowena Okie Member 1 1 1 1 3 9 33% David Owen Co-Chair 1 1 1 2 9 22% Sue Ann Ucello Non-Voting Member 1 1 1 2 9 22% # OF MEETING CANCELLED DUE TO LACK OF QUORUM 0 Collinsville Historic District Commission Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 # Days 1/14/14 2/11/14 3/11/14 4/8/14 5/13/14 6/10/14 7/8/14 8/12/14 9/9/14 10/14/14 11/4/14 12/9/14 Absent # Mtgs % Absent Sylvia Cancela Alternate 1 1 1 1 1 1 4 11 36% Mary Ellen Cosker Alternate 1 1 1 1 1 1 5 11 45% Eric Jackson Member 1 1 0 11 0% Walter Kendra Member 1 1 1 2 11 18% David Leff Member 1 1 11 9% Kenton McCoy Alternate 1 1 1 1 1 1 1 3 11 27% Stephen Veillette Chair 0 11 0% Kathleen Woolam Secretary 1 1 1 1 11 9% # OF MEETING CANCELLED DUE TO LACK OF QUORUM 0 Commission on Aging Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 info not nothing # Days 1/6/14 No Mtgs 4/7/14 provided 8/4/14 9/8/14 reported 12/1/14 Absent # Mtgs % Absent Arthur Blondin Chair 1 1 8 13% Mary Ann Christensen Member 0 8 0% Michie Hesselbrock Member 1 1 1 8 13% Lori Kluesendorf Member 1 1 8 13% Dorothea Murray Secretary 0 8 13% Margaret Pinton Member 1 1 1 0 8 0% Maureen Wallsion Co-Chair 0 8 0% Mary Lou Erardi Alternate 0 1 0% Thomas Chauvin Alternate 0 1 0% Karen Richards Alternate 1 1 0 8 0% # OF MEETING CANCELLED DUE TO LACK OF QUORUM 0
1 TOWN OF CANTON - BOARD ABSENTEE RECORD FOR PAST 12 MONTHS
Conservation Commission Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14Meeting Dec-14 was 7/23/14- No No Cancelle # Days 1/22/14 2/26/14 3/26/14 4/23/14 5/28/14 6/25/14 No mtg 8/27/14 Meeting Meeting d 12/17/14 Absent # Mtgs % Absent Sara Faulkner Member 0 9 0% Maureen Flynn Secretary 0 9 0% Jay Kaplan Chair 0 9 0% Wendy Madigan Member 1 1 9 11% Hedy Barton Member 1 1 9 11% VACANT 0 9 0% VACANT 0 9 0% # OF MEETING CANCELLED DUE TO LACK OF QUORUM 1 Design Review Team Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14Meeting Dec-14 No Chair/ No Chair/ was No Chair/ No 2/25/14- 06/24/14- No No No Cancelle 12/16/14 # Days Quorum 1/28/14-Canceled CANCEL 3/25/14 No Meeting Held 5/27/14 no mtg 7/22/14 Meeting Quorum Quorum d CANCEL Absent # Mtgs % Absent Tracey Brais 0 7 0% James Harris 0 7 0% Gary Hath 0 7 0% Frank Mairano 0 7 0% VACANT 0 7 0% # OF MEETING CANCELLED DUE TO LACK OF QUORUM 12 Economic Development Agency Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 8/7/14 9/4/14 Special 2/11/14- Special Special Meeting # Days 1/7/14 1/14/14 CANCEL 3/11/14 3/26/14 4/22/14 5/13/14 6/10/14 7/8/14 Wrkshp 8/12/14 Workshop 9/9/14 10/1/14 10/7/201 10/14/14 11/18/14 12/9/14 Absent # Mtgs % Absent Theresa Barger Member 0 11 0% Robert Bessel Chair 0 11 0% Diana Boorjian Member 1 1 1 1 1 1 2 11 18% Thomas Bradley Member 1 0 11 0% Amy Parchen Member 1 1 1 1 2 11 18% VACANT Alternate 0 11 0% VACANT Alternate 0 11 0% # OF MEETING CANCELLED DUE TO LACK OF QUORUM 1 Energy Committee Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 No No # Days 1/21/14 2/18/14 3/3/14 3/18/14 4/15/14 5/20/14 6/2/14 6/17/14 7/15/14 Meeting Meeting 10/21/14 11/18/14 12/16/14 Absent # Mtgs % Absent Ben Holden Member 1 1 1 3 15 20% Candace Langlois Member 1 1 1 1 1 1 1 6 15 40% David Madigan Member 1 1 1 2 15 13% Nancy Miller Member 0 15 0% Bob Namnoum Member 1 1 15 7% Mark Quinlan Member 1 1 1 3 15 20% Matthew Stone Chair 1 1 1 1 15 7% # OF MEETING CANCELLED DUE TO LACK OF QUORUM 0 Inland Wetlands & Watercourses Agency Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 2/13/14- 12/11/14 # Days 1/9/14-Canceled CANCEL 3/13/14 3/27/14 04/10/14- Cancelled 5/8/14 5/27/14 6/12/14 7/10/14 8/14/14 8/26/14 9/11/14 10/9/14 11/13/14 CANCEL Absent # Mtgs % Absent Robert Bahre Member 1 1 14 7% Robert Oswald Member 1 0 14 0% David Shepard Chair 0 14 0% David Sinish Member 1 1 1 1 3 14 21% Al Bombassei Alternate 1 1 1 1 14 7% Richard Van De Bogart, Jr.Member 1 1 1 1 14 7% VACANT Alternate 0 14 0% # OF MEETING CANCELLED DUE TO LACK OF QUORUM 0 Juvenile Review Board Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 5/21/2014 no no No No No No # Days 1/15/14 - Cancel No Mtgs No Meeting Held No Meeting Held no mtg meeting meeting Meeting Meeting Meeting Meeting 12/17/14 special Absent # Mtgs % Absent Lee Brown-Egan Member 0 1 0% Kelly Conway Alternate 1 1 100% Ben Mills Member 1 1 100% VACANT Chair 0 1 0% Elizabeth Taylor-Huey Member 0 1 0% Tracy Whittingslow Member 0 1 0% VACANT Alternate 0 1 0% # OF MEETING CANCELLED DUE TO LACK OF QUORUM 0 Parks & Recreation Commission Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 Cancelled: Lack of # Days 1/13/14 No Mtgs No Meeting Held 4/21/14 5/12/14 6/16/14 7/21/14 8/18/14 9/15/14 10/20/14 11/17/14 Quorum Absent # Mtgs % Absent Rebecca Andrews Chair 1 1 0 11 0% Christopher Eckert Member 0 11 0% Julius Fialkiewicz Member 0 11 0% Ben Holden Member 1 0 11 0% Todd Jacobs Member 1 1 11 9% VACANT 0 11 0% VACANT 0 11 0% VACANT 0 11 0% # OF MEETING CANCELLED DUE TO LACK OF QUORUM 1
2 TOWN OF CANTON - BOARD ABSENTEE RECORD FOR PAST 12 MONTHS
Pension Committee Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 no No No # Days 2/20/14 No Meeting held 5/14/14 meeting Meeting Meeting Oct-14 11/12/14 Absent # Mtgs % Absent Matthew Carman Member 1 1 2 5 40% David Chellgren Member 1 0 5 0% Michael "Ken" Griffin Chair 0 5 0% Darrin Tulley Member 1 2 5 40% Sergio Benedetti Member 0 3 0% # OF MEETING CANCELLED DUE TO LACK OF QUORUM 1 Permanent Municipal Building Committee Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 No # Days 1/7/14 2/4/14 3/4/14 4/1/14 5/6/14 6/3/14 7/8/14 8/5/14 Meeting 10/7/14 11/5/14 12/2/14 Absent # Mtgs % Absent Karen Berry Member 0 14 0% Ronald Dymicki Member 1 1 1 1 3 14 21% David Madigan Member 1 1 1 1 1 14 7% Peter Reynolds Chair 0 14 0% # OF MEETING CANCELLED DUE TO LACK OF QUORUM 0 Planning & Zoning Commission Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 No # Days 1/15/14 2/19/14 3/19/14 4/2/14 4/16/14 4/23/14 5/21/14 6/18/14 7/16/14 8/20/14 Meeting 10/15/14 11/19/14 12/17/14 12/20/14 Absent # Mtgs % Absent Keith August Member 1 1 1 1 1 1 1 4 11 36% David Bondanza Chair 1 1 1 1 11 9% David Evens Member 1 1 1 1 1 1 5 11 45% David Freeman Alternate 1 1 1 1 3 11 27% John Huyghebaert Member 1 1 1 1 1 3 11 27% Philip Pane Member 1 0 11 0% Lansford Perry Member 1 1 1 2 11 18% William Sarmuk Alternate 1 1 1 1 1 1 1 1 1 5 11 45% Jonathan Thiesse Member 1 0 11 0% # OF MEETING CANCELLED DUE TO LACK OF QUORUM 0 Water Pollution Control Authority Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14
2/4/2014 No # Days 1/7/14 CANCEL 3/4/14 4/1/14 5/6/14 6/3/14 7/1/14 Meeting 9/2/14 10/7/14 11/4/14 12/2/14 Absent # Mtgs % Absent Paul Balavender Member 1 0 10 0% Stuart Greacen Acting Chairman 0 10 0% Matthew Stone Member 1 1 1 1 10 10% Robert Suttmiller Chairman 1 1 1 10 10% VACANT 0 10 0% # OF MEETING CANCELLED DUE TO LACK OF QUORUM 0 Youth Services Bureau Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14 Dec-14 no No # Days 1/13/14 3/10/14 4/7/14 5/12/14 6/9/14 meeting 8/11/14 Meeting 10/20/14 11/10/14 12/8/14 Absent # Mtgs % Absent Glenn Barger Member 1 1 1 1 1 1 3 10 30% Stan Krzanowski Treasurer 0 10 0% Patricia Maloy Co-Chair 1 1 1 1 1 2 10 20% Laura Meheran Member 1 1 1 10 10% Sue Saidel Co-Chair 1 1 10 10% Lorinda Snow Secretary 1 1 0 10 0% VACANT 0 10 0% # OF MEETING CANCELLED DUE TO LACK OF QUORUM 0 Zoning Board of Appeals Jan-14 Feb-14 Mar-14 Apr-14 May-14 Jun-14 Jul-14 Aug-14 Sep-14 Oct-14 Nov-14Meeting Dec-14 was 2/10/2014- 5/12/14- no No No Cancelle 12/8/14 # Days 1/13/14-Canceled CANCEL 3/10/14 04/14/14- Cancelled mtg 6/9/14 7/14/14 Meeting Meeting 10/20/14 d CANCEL Absent # Mtgs % Absent Robert Brainard Jr. Chair 0 4 0% Gary Adajian Alternate 0 4 0% Christopher Kerr Member 1 0 4 0% Guerry Dotson Member 0 4 0% Jennifer Barlow Member 0 4 0% VACANT Alternate 1 1 4 25% Frank Zizzamia Member 0 4 0% VACANT Alternate 0 4 0% # OF MEETING CANCELLED DUE TO LACK OF QUORUM 0
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