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13-073 Memos 25 Coles Medow Rd-RockbridgeMay 22 03 02:59p DPW 4135871576 P.2 MEMORANDUM TO: Ken Jodrie, Chair, Planning Board FR: Ned Huntley, Assistant City Engineer Department of Public Works �3 DA: April 8, 2003, Revised May2Z 2003 RE: File #03-SP-53, 25 Coles Meador Road — Rockridge Retirement Community addition CC: file The Department of Pabbe Works has reviewed the above referenced application for the following items: Traffic: Utilities: x Volume & Impact on City Street x Drainage Into City Stormwater System x Roadway Capacity x Capacity of Stormwater Line x Adequacy of City Road Construction x Sanitary Sewer x Site Distances x Water x Parking x Other: _x Driveway Openings The Department of Public Works has the following comments: No Concerns, project will not have an impact on any items reviewed Traffic Study is required Roadway does not have adequate capacity to handle the additional traffic Roadway is not adequately constructed to handle proposed increase in traffic Site Distances are not adequate for proposed project Parking spaces do not meet minimum requirements Parking spaces are too close to driveway opening Driveway openings are not adequate for proposed use City stonnwater system is not adequate to handle increase in drainage Stormwater system does not meet minimum requirements for reduction of Total Suspended Solids (TSS) Sanitary Sewer line is not adequately sized for proposed use Sewer line connection is not properly shown Water line is not adequately sized for proposed use Water line connection is not properly shown X Other Comments: Sanitary: The applicant does not provide information as to sewer capacity of the City system as it relates to their expansion. The King Street sewer line is overloaded (especially during rainfall events) and the increase in flow could be detrimental to businesses further downgradient to the expansion. DPW recommends that applicant perform full sewer study prior to approval. Addressed May 22 03 02:59p DPW 4135871$76 Rockridge Retirement - 25 Coles Meadow Road • New sewer line as proposed is set to run under a light pole, either one should be relocated. Addressed • A cleanout should be installed at the property line. Addressed • Saw -cut lines should be moved east of the sanitary sewer to be included in the work. Addressed • Although this will be a private sewer system, the DPW has concerns regarding the location of the sanitary sewer line under any structure (Interior ramp). Addressed • DPW recommends maintenance of a 10' lateral separation between sewer and drain lines wherever possible. Addressed Water: Applicant does not address water usage for the expansion and the effect(s) on the City �-� system. Currently under review by Water Division. • All new water tie -ins will require final approval be the DPW - Water Division Addressed • DPW recommends that the applicant minimize the number of times the water and drain lines cross. DPW recommends that DMH #1 be moved east of the existing waterline to avoid an additional crossing. Addre&sed • All turns in the water lines should have thrust blocks. Could not located In information submitted • All hydrants shall remain private. Addressed • Size and type of proposed water line is not stated on the plans. No final revised site plan was submitted • DPW recommends maintenance of a 10' lateral separation between water and drain lines wherever possible. Addressed • New facilities will need to have plumbing plans reviewed to determine if additional cross connection/backflow prevention devices will be required. Addressed • Applicant should consider looping the waterline within the site to prevent stagnation of water at the end of the line. If this is not feasible, applicant should discuss with --� water division the number of times the hydrant should be flushed and how to deal with potential water quality problems. Currently under review by Water Division Drainage: • The stormwater system as shown will remain a private system. Addressed Submittal does not document the ability for the detention area under shallow cover to support vehicle load(s). Addressed • As the direction of the stormwater flow was not mapped/marked on plans, it was hard to determine paths of drainage flow. Currently under review by Engineering Division • The stormceptor should be relocated out from underneath the dumpster, to facilitate inspections and cleaning. Addressed • Sheet D-1 shows catch basins with a typical 3' sump. This should be revised to a 4' sump. Addressed • Report states that no untreated stormwater to enter resource areas. Numerous drains (8" pvc schedule 40) and area drains enter the system after the stormwater treatment chambers. DPW cannot determine their function or their capacity to transport p.3 2 of 3 May 22 03 02:59P DPW 4135871576 P• Rockridge Retirement — 25 Coles Meadow Road s do sedimentation to detention facilities• The 8" pvc schedule 40 drainlior other flows to not appear in the drainage report and provide unknown volumes of stormwater or the system. Addressed stormwater management plan does not specifically state who will be responsible for inspection and maintenance of the l training r ssystem. out me conducted Addressed maintenance personnel, then special Drainage system relies upon an infiltration system, however' DPW could not find any • groundwater elevation is, documentation within the drainage report that states where or if deep holes were excavated in the fil , vicinity the ystem not work seasonal soils with c l ass ifi ca tions of A & B will infiltrate, high groundwater is near the surface. DPW recommends on -site percolation tests and d pits to verify design criteria. Addressed vided for the Report states exfiltration rate of detention system. No documcr►tation pro 60" perforated pipes to provide this flow of water for exfiltration. Addressed Rcport calculations for underground detention system do not coincide with plans (elevation and capacity). Addressed Drainline from DMH #15 to northerly detention facility Aid ends Most construction requires manholes for access at any • A report on the maintenance of the stormwater system should be sent to the DPW once a year. Addressed corrugated steel pipe (especially with and • DPW questions the long -term reliability of so me of the drain lines. Other winter salt residuals) for the detention basin and so materials are available that may provide better longevity. Addressed Road ear avement moratorium Coles Meadow Road was recently paved. Five (5) y p applies. Addressed Other laced around 4 inch drains behind retaining walls to prevent Filter fabric should be p to Addressed fines from migrating into pipe from drainage aggregate. 3 of 3 May 16, 2003 Chief Brian Duggan Northampton Fire Department 26 Carlon Drive Northampton, MA 01060 EGA RE: Fire Protection System for Rockridge Dear Chief Duggan, I want to clarify with your department our design intension for the fire protection system at Rockridge. accor to f NFPA 13 The new congregate building and cottages ar ill be in all the newe new assisted ving apa rtments and standards. Single station smoke detectors cottages. There will be addressab locations. d We intend t hav co mm on tandard pullstations, the co tandard w ell as standard fire extinguisher exit lights and emergency power for life safety systems. A personal emergency response system will be installed throughout the new and existing congregate building as well as the cottages. to We understand that the systems in the e xisting bu i wing gets c in the existing l building make upgrades at this time. When the A lzheimer's we do intend to add NFPA standard delayed egress exits. Thank you for your time and please contact Gerry Menke or myself if you have any questions or concerns. Sincerely, Timothy J. Sekelsky EGA, PC cc. 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Last Updated Download Instruct 11/11/02 View as PDF 11/11/02 View as PDF Last Download_ Instructions Updated 12/2/02 View as PDF 1:59:02 PM APR 4 2003 CITY CLERKS OFFICE NORTHAMPTON MA 01060 htt www. c ooperlighting- comisearchlproducts.asp ?id= 3204& brand= Streetworks &app = Area &lightsou... 2/13/2003 COLER COL.ARi ONIO ENGINEERS AND SCIENTISTS May 9, 2003 Mr. Ned Huntley, Assistant City Engineer Department of Public Works City of Northampton 125 Locust Street Northampton, MA 01010 RE: File #03- SP -53, proposed addition and site improvements, Rockridge Retirement Community, 25 Coles Meadow Road, Dear Mr. Huntley: We are pleased to provide herewith our responses to your review comments regarding the Rockridge project, as outlined in your memorandum of April 9, 2003. We have provided responses to all of your comments except those regarding the effect of additional water usage on the City water system, and looping of the water system. We have spoken with Charlie Borowski, but he has not had time to review a copy of the plans yet. We will respond to any comments that he may have as soon as we receive them. We have provided the balance of our response at this time to allow you to review the bulk of the information. Carolyn Misch has informed us that she will need to have a final response back from DPW by May 15, in order to get the information out to the Planning Board members with some lead -time prior to the May 22 hearing on the project. We greatly appreciate any effort you can make to try and meet the Planning Department's schedule. Your original comments and our corresponding responses are presented below. Saner The applicant does not provide information as to sewer capacity of the City system as it relates to their expansion. The King Street sewer line is overloaded (especially during rainfall events) and the increase in flow could be detrimental to businesses further down gradient to the expansion. DPW recommends that applicant perform full sewer study prior to approval. Based on our discussion at your office on April 16, we have designed a supplemental holding tank and pump system to be incorporated into the sanitary sewer system at the site. The purpose of this system is to allow for storage of the sanitary sewage flows with discharge to the municipal system at several off - peak times. This will minimize the potential for aggravating the overloading of the trunk line that is occurring further down King Street during peak use periods and rainfall events. It is understood that this represents an interim solution to the existing problem, and that at some point in the future, the problem downstream will be corrected, and a direct connection to the municipal sewer will be made. 55 Bobala Road 413 313 -0100 Holyoke, MA 01040 Fax: 413 313 -0190 The proposed holding tank and pump system will store flows from the facility expansion and release to the City's sewer system at off -peak hours. Electronic timers will be set to operate the proposed pump system twice daily at 2:OOam and 2:OOpm. The flow to the pump system is based on metered water use records for the existing facility from October 1, 2001 through March 5, 2003. The anticipated flow from the proposed expansion is approximately 1,700 gallons per day. The design is presented in the following attachments: sketch SK -5, plan view of the proposed installation; Pump Chamber Detail -Plan View; Pump Chamber Detail- Typical Elevation; Pump Notes. We have also attached copies of the Water and Sewer Bills. New sewer line as proposed is set to run under a light pole. Either one should be relocated. The site plan has been revised to show that the existing light pole in question, along with three others nearby, has been relocated to make room for the new sanitary sewer alignment and the widening of the existing driveway. This information is shown on attached sketch SK-1. A clean out should be installed at the property line. A clean out has been added at the recommended location. A clean out detail is shown on the project detail sheets. This information is shown on attached sketches SK -2. Saw -cut lines should be moved east of the sanitary sewer to be included in the work Saw -cut lines have been adjusted on the site plan to correspond to the proposed sanitary sewer main location. This revision is shown on SK-3. Although this will be a private sewer system, the DPW has concerns regarding the location of the sanitary sewer line under any structure (interior ramp). The site plan has been revised to indicate that the sections of sanitary sewer main that pass beneath the ramps will be constructed of heavy -duty cast iron. This information is shown on attached sketch SK4. DPW recommends maintenance of a 10' lateral separation between sewer and drain lines wherever possible We have maintained as much separation between the various utility mains as possible. However, due to the tightness of the site, we were unable to maintain 10' separations at all locations. A minimum 10' separation between water and sanitary sewer is maintained at all locations. 0 Water: Applicant does not address water usage for the expansion and the effect (s) on the City System. As mentioned in the opening paragraph, we are awaiting comments from the Water Division. All new water tie -ins will require final approval by the DPW— Water Division. This is understood. Notes on the general notes page direct that all materials and construction methods conform to all local standards. DPW recommends that the applicant minimize the number of times the water and drain lines cross. DPW recommends that DMH #1 be moved east of the existing waterline to avoid an additional crossing. This change has been made to the project plans, and is shown on attached sketch SK-3. All turns in the waterline should have thrust blocks. We have added thrust block details, table and notes to Sheet D -5 of the project All hydrants shall remain private. It is the applicant's understanding that all of the proposed improvements will remain private property. Size and type of proposed waterlines is not stated on the plans. This information has been added to the site plans. DPW recommends maintenance of a 10' lateral separation between water and drain lines wherever possible. We have maintained as much separation between the various utility mains as possible. However, due to the tightness of the site, we were unable to maintain 10' separations at all locations. A minimum 10' separation between water and sanitary sewer is maintained at all locations. L4) New facilities will need to have plumbing plans reviewed to determine if additional cross - connectionlback flow prevention devices will be required. The site plans for the project are at a more advanced stage than the architectural plans for the proposed buildings, in particular with regard to mechanical, electrical, and plumbing systems. As the project moves forward to the building permit stage, full details of all these systems will be provided to the appropriate City departments for review and revision as necessary for compliance with all applicable codes. Applicant should consider looping the waterline within the site to prevent stagnation of water at the end of the line. If this is not feasible, applicant should discuss with water division the number of times the hydrant should be flushed and how to deal with potential water quality problems. As there are a number of different ways that this issue could be addressed, we propose to wait to make our final determination until we have received comments back from the Northampton Water Division. Drainage: The stormwater system as shown will remain a private system. It is the applicant's understanding that all of the proposed improvements will remain private property. The submittal does not document the ability for the detention area under shallow cover to support vehicle load(s). The detention area has been designed to meet or exceed minimum cover requirements for 11- 20/11-25 live loading based upon 2 tons /sf corner bearing pressure as published by the Contech Construction Products, Inc. Shop drawings will be submitted for review at a later date detailing connections and bulkhead designs. �1 As the direction of the stormwater flow was not mapped/marked on the plans, it was hard to determine paths of drainage flow. A comprehensive drainage analysis and design has been completed for the Rockridge Assisted Living Facility. Storm drainage trunk lines generally flow from south to north before treatment and outlet to the underground detention facility. An invert table is shown on plan GU -1 that corresponds to a hydrograph routing program and subcatchment area diagram found in the drainage report. The stormceptor should be relocated out from underneath the dumpster, to facilitate inspections and cleaning. The dumpster has been relocated on the site plan to allow access to the stormceptor chamber. Sheet D-1 shows catch basins with a typical 3'sump. This should be revised to a 4'sump. The typical catch basin detail has been revised to show a 4' sump. Report states that no untreated stormwater to enter resource areas. Numerous drains (8 " PVC schedule 40) and area drains enter the system after the stormwater treatment chambers. DPW cannot determine their function or their capacity to transport sedimentation to detention facilities. The 8 " PVC schedule 40 drain lines do not appear in the drainage report and provide unknown volumes of stormwater or other flows to the system. The 8" PVC drains are included to provide connection points for the roof drain leaders from the proposed buildings. The several small area drains are utilized to drain small depressions in the lawn areas near the entrance to the new congregate facility, and the terrace at the proposed formal garden area at the north side of the main building. None of these drains will convey stormwater contaminated by suspended solids to the detention facilities. The drainage volumes conveyed by these drains from their respective drainage areas have been included in the calculations and sizing of the detention facilities. apaM Stormwater management plan does not specifically state who will be responsible for inspection and maintenance of the stormwater system. If it will be on -site maintenance personnel, then special training should be conducted. Pages 11 -13 of the Storm Drainage Analysis and Design report comprise the Stormwater Operation and Maintenance Plan for the system. The first page states that Mr. Warren Jones, New England Deaconess' superintendent for the Rockridge facility, will undertake day -to-day operations and maintenance. Drainage system relies upon an infiltration system, however DPW could not find any documentation within the drainage report that states where groundwater elevation is, or if deep holes were excavated in the vicinity of the infiltration basins. Although soils classifications ofA and B will infiltrate, the system will not work if seasonal high groundwater is near the surface. DPW recommends on -site percolation tests and deep pits to verify design criteria. The drainage system as designed incorporates a partial exfiltration -type detention basin to recharge groundwater. Test borings were completed in January 1969 for a previous expansion of the facility (plan attached). The borings indicate a predominance of reddish -brown loamy -sands and gravels with no observed groundwater found to the depths of borings. 'These borings are consistent with the NRCS (SCS) USDA Soil Descriptions for Hinckley Loamy- Sands. A conservative long- term infiltration rate of 0.003 feet per minute (corresponding to approx. a 20 minute per inch perc. rate) was chosen in the hydrograph routing model. Confirmatory test pits and percolations tests are scheduled and will be completed to bolster this boring data. Report states ex0iltration rate of detention system. No documentation provided for the 60" perforated pipes to provide this flow of water for exfiltration. The detention facility has been designed to exfiltrate a portion of the runoff through a perforated pipe with uniformly graded stone wrapped in a geotextile fabric. The perforated CMP pipe system as designed employs 3/8" diameter holes meeting AASHTO M -39 Class 2 and will provide approximately 2.5% open space area available for recharge. Boring logs by McClintock and Craig indicate observed ground water to be below 21 feet and the area near the detention facility appears to be dominated by reddish -brown loamy sands and gravels. apaW \1 _1 ! Report calculations for underground detention system do not coincide with plans (elevation and capacity). The underground detention system consists of a series of barrels connected by a header at either end. The system has been modeled for calculation purposes as storage by wetted areas determined by irregular sections. For operational considerations a gentle slope of %: of 1 percent was applied to the system profile to facilitate outlet of stormwater effluent. The computer model reflects equivalent surface area, perimeter, and open space percentages for each elevation of a flat section to determine cumulative storage and wetted areas for routing. The data input for the hydrograph routing model has been completed for the low invert of the detention system (low invert 191) as the program does not allow for input of a sloped barrel cross - section. In accordance with the manufacturers recommendations we have shown a design with approximately 10% excess volume to compensate for the assumptions made in the routing model. Drain line from DMH #15 to northerly detention facility has several bends. Most construction requires manholes for access to any bends. The drain line in question is a 36" diameter corrugated steel pipe that will be fabricated and braced to provide the appropriate bends. We do not feel it is necessary to provide manholes at these bends. A report on the maintenance of the stormwater system should be sent to the DPW once a year. We have advised the applicant's site superintendent of this requirement. DPW questions the long -term reliability of corrugated steel pipe (especially with winter salt residuals) for the detention basin and some of the drain lines. Other materials are available that may provide better longevity. The detention facility has been designed with 12ga. (0.109 ") Aluminized Type 2 Corrugated Steel Pipe because it combines the corrosion resistance of aluminum with the strength and economy of corrugated steel pipe. Long -term field- testing dating back a half century has proven Aluminized Steel Type 2 as a superior product for storm sewer and drainage projects. Based upon current conditions of surveyed pipe installations, the data indicates a minimum service life of 75 years for 16 ga. (0.064 ") Aluminized Type 2 Corrugated Steel Pipe when installed in accordance with the manufacturer's recommendations. We feel that this service life is more than adequate for a private detention facility. apaw I I_/' Road. __J Coles Meadow Road was recently paved. Five (S) year pavement moratorium applies. We will comply with the requirements of the Northampton pavement moratorium, L e., milling and repavement 20' each side of any cuts made in recently paved areas. Other. Filter fabric should be placed around 4" drains behind retaining walls to prevent fines from migrating into pipe from drainage aggregate. The retaining wall cross - section detail has been revised to show a filter fabric wrap installed on the subdrain behind the wall. We trust that the information provided herein adequately addresses your comments. Upon completion of the review process by the City, we will issue the DPW a complete set of project drawings incorporating all of the revisions outlined here, as well as any others that may have been made through the review process. If you should any questions or require additional information, please contact me at 413- 313 -0121. Sincerely, Coler & Colantonio, Inc. David M. Thompson, Jr. Project Manager Cc: New England Deaconess Association Encl. 0paW RELO TE D 1 POST [Bf 2 N J 12" LOPE RELOCATE EXISTING }38 LF ®1.29°6 I POST LIGHT f ' 8" CL 52 f j DUCTILE IRON ( ' WATER MAIN I \ \ RELOCATE EXISTING 1 \ POST LIGHT SMH,f 1 0 SAWCUT LINE ml 8" PVC SDR 35 196 LF ® 0.5% N U mx N ` o �m LIGHT POLE ROCKRIDGE AT LAUREL PARK RELOCATION ADDITIONS AND SITE IMPROVEMENTS COLES MEADOW ROAD AT SK-1 COLER & NORTH KING STREET COLAN TON 10 0 NORTHAMPTON, MASSACHUSETTS 04G**DtS AM sc"nsTs VVV /// SCALE: 1' s 20' DATE: MAY 6. 2003 1 ADDENDUM 1 1 J V N ST LIGHT J� 8 PVC SDR 35 196 LF ® 0.5% N �c) N t � x 0 LA Cn EXISTING GARAGE STORAGE BLDG. TO BE REMOVED o0co . L cn ■ 30' FRONT ROPOSED CLEAN -OUT N IN ITARY SEWER LEADER AT PROPERTY LINE cc l ` SEE DETAIL 311)5 ry W 3�d Lli I — > > J > / SEWER CLEAN OUT ROCKRIDGE AT LAUREL PARK ADDITIONS AND SITE IMPROVEMENTS COLES MEADOW ROAD AT NORTH KING STREET NORTHAMPTON, MASSACHUSETTS SK-2 COLER & COLAN TON 10 0 04G**DtS AND SCIEN71 VVV /// SCALE. 1' s 20' DATE. MAY 6. 2003 ADDENDUM / 1 SAWCUT LINE REVISION WATER / CROSSING REVISIO COLER Q COLAN TON 10 c MOMMOR AM cr; un ROCKRIDGE AT LAUREL PARK ADDITIONS AND SITE IMPROVEMENTS COLES MEADOW ROAD AT NORTH KING STREET NORTHAMPTON, MASSACHUSETTS SCALE. 1" s 20' DATE: MAY 6, 2003 SK -3 ADDENDUM 1 1 SEWER MAIN REVISIONS COLER Q COLAN TON 10 2 ROCKRIDGE AT LAUREL PARK ADDITIONS AND SITE IMPROVEMENTS COLES MEADOW ROAD AT NORTH KING STREET NORTHAMPTON, MASSACHUSETTS SCALE: 1 . s 20 DATE: MAY 6, 2003 SK -4 ADDEN / 1 SEWER STORAGE & ROCKRIDGE AT LAUREL PARK PUMP CHAMBER ADDITIONS AND SITE IMPR COLES MEADOW ROAD AT COLER Q NORTH KING STREET S K- 5 COL/�N TON 10 NORTHAMPTON, MASSACHUSETTS E ENO SC ENIMM w SCALE: 1" s 20' DATE: MAY 6, 2003 /1DpENDUM / 1 • C 212MA IN SO�� WATE^ AND SEWER BILL • � 212 MAIN STREET NORTHAMPTON,MA' Sp TELEPHONE 1587A NAME: REV EN GLAND DEACONESS ASS LOCATIO%goot NORTH -KING ST- ROCKRIT-f - UNIT: RILL: 15/21/02 ACCOUNT #: . 4C : FROM: inimini TO: S, ATER RAI EVER Ki l EVER RAT � '` MIT-0 RA WITHOUT - MC4AEMCKgM SOaEVMi 1EA - T014 s�.w►TID FCFL/1TCFIAFipE PAST DUE I TH TOT EILLI INTEREST at the rate of 14% PER ANNUM will accrue on overdue 1tS lMltil Payment is ma See back of bN1 formm kdomwabn. i FARCIEt1: 1 1. - 006 -�CG1 PLEASE RETURN THIS STUB WITH YOUR REMITTANCE CITY OF NORTHAMPTON WATER AND SEWER 40 ,4000900 -. 016/21/02 S -% 7140 - 23 CS/21/02 NEk - ENGILAi1D DEACONESS ASS 25 COLES nEADOW RD Nd nA. 01CLt _ .. - 182 Days !' f'.tF �S -xi DATE PAID / �. r... A - �- �••T� �.�J�l. lA/ •� '.�: `. � - �zi �lC Yn.J .+7;.:f _ p i , ' . � { � Y...•����.: .. S, ATER RAI EVER Ki l EVER RAT � '` MIT-0 RA WITHOUT - MC4AEMCKgM SOaEVMi 1EA - T014 s�.w►TID FCFL/1TCFIAFipE PAST DUE I TH TOT EILLI INTEREST at the rate of 14% PER ANNUM will accrue on overdue 1tS lMltil Payment is ma See back of bN1 formm kdomwabn. i FARCIEt1: 1 1. - 006 -�CG1 PLEASE RETURN THIS STUB WITH YOUR REMITTANCE CITY OF NORTHAMPTON WATER AND SEWER 40 ,4000900 -. 016/21/02 S -% 7140 - 23 CS/21/02 NEk - ENGILAi1D DEACONESS ASS 25 COLES nEADOW RD Nd nA. 01CLt 10 City of Northampton Office of the Tax Collector 212 Main Street, Rod 05 Northampton, MA Otbeb -3191 PH: 587 -1293 IN 11 11111111111111 11111111 K Detach and return the above portion with your payment X Make Checks Payable and Map to: .0 City of Northampton Office of the Tax Collector 212 Main Street, Room 305 Northampton, MA 01060 -3191 PH: 587 -1293 NEW ENGLAND DEACONESS ASS 25 N NEW ENGLAND DEACONESS ASS 013008001 METER (2 0310512003 WATER 03/0512003 SEWER REST city. ST. Zr sgnaare 10/10/2002 10/10/2002 VENOQRO_ CONTROL# APPROVED B DATE PAID/( interest at ft rate 14% per arrwm "W accrue VW Peyinent is ma . see rt�vrsrse side for u 0 813200 SEW WATER R RATE $3 0 .26 PER 10 CUBIC EET 0 NO KING ST ROCKRIDGE 84579 0 724600 Make Checks Payable to; CITY OF NORTHAMPTON Remit To: OFFICE OF THE TAX COLLECTOR CITY OF NORTHAMPTON 212 MAIN STREET, ROOM 305 NORTHAMPTON, MA 010603191 For all Correspondence or in person: City or Northampton 125 Locust Street Northampton, MA 01060 Office Hours: 8:30 AM TO 4:30 PM Monday through Friday Collector 413 -587 -1293 Billing: 413 - 587 -1570 EXT.104 OR 105 c offecffm Name Streu.PO sox � WATER & SEWER BIL Customer Col Keep this portion for your recor 1 5,015.90 10.00 2,117.54 2,888.36 $5,015.90 US WATER IS PRECIO.. »...PLEASE CONSERVE 100 CU. FT. 748 GALLONS Rate is per 100 cubic feet Consumption billed In hundreds of cubic ft Non - receipt of issued bill not deemed exct for failure to pay. Property owner responsi for protection of meter from loss and from water, freezing or other damage. Any per. other than an employee of this W, Company who turns water off or on at a m or pipe belonging to the City, with permission, shall be punished in accordai with Chapter 165, Section 11, General L- of the Commonwealth. 03/2812003 0 146 88600 Days 88600 COLES MEADOW RD WATER & SEWER BILI ORTHAMPTON MA 01060 Remit Cop Please write your account number on your chat -. - and enclose this portion of bill with your paymev Make check payable to: qty of 140(( a nptu ­7 %09 I.vrwampion Office of the Tax Collector 212 Main Street, Ro• 305 Northampton, MA OLD -3191 PH: 587 -1293 40 1 013008001 NEW ENGLAND DEACONESS ASS 25 COLES MEADOW RD NORTHAMPTON MA 01060 Remit Copj Please write your acc on your aec and enclose this potion of to with your paym n Make dreck payable to: cky of Nor#4Mpto N� X Detach and return the above portion with your Payment X Make Qbecks Payable grid - A(.* b: Cit of Northampton WATER & SEINER BILI Office of the Tax Collector Derinquenct Notic 212 Main Street, Room 305 NorthanVton, #AA 01060 -3191 Customer Cop PH: 587 -1293 Keep this portion for your recorc NEW ENGLAND DEACONESS ASS 0 NORTH KING ST- ROCKRIDhGE 4040006900 013008001 METER (2") 10f10J2002 g02 WATER 10110/2002 SEWER RESI APPROVED B DATE PAID/ ACCOUNT# !Z0 - lrrterest aE flue rate 1 Per anntirn wig accruri on a►�eid r�rr6i PaYn t Is oracle. See reverse We for knporgrrt WATER RATE $2.39 PER 100 CU. FT. SEWER RATE $326 PER 100 CU. FT. Make Checks Payable to; Remit To: For all Correspond or in person: Cali CITY OF NORTHAMPTON 76253 1 12/05/2002 I 5,722.15 76253 1 1/05/2002 I 1MrA2 0 0 .0 10.00 0 623500 193 101100 2,416.29 Days 101100 3,295.86 •00 .00 . 6,722.15 5,722.15 OFFICE OF THE TAX COLLECTOR CITY OF NORTHAIYIPTON 212 MAIN STREET, ROOM 305 NORTHAMPTON. MA 010601191 or Northarript 1 Locust sheet Northampton, MA 01060 8:30 AM TO 4:30 PM Monday 0uough Friday Collector. 413- 587 -1293 "ing: 4 13 - 587 -1570 EXT. 04 OR 105 NanK SbVK Po Bw Ctty. sr. zip ftnakffe WATER & SEWER BILI WATER IS-PRECIOUS ...... .PLEASE CONSERVE 100 CU. FT. = 748 GALLONS Rate is per 100 cubic feet Consumption baled in hundreds of cubic fee Non - receipt of issued big not deemed exc us for faHure to pay. Property owner responsibi for protection of meter from loss and from tx water, freezing or other damage. 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