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06-061 (2) February 15, 2006 City of Northampton Planning Board Main Street- City Hall Northampton, MA 01060 CANON Re: Residential Condominium Project C 0 M M U N"' L A N N I N Haydenville Road - Route 9 . • . Northampton, MA - . -- TEL,�.4I . Dear Manning Board, On behalf of the applicant, Patrick J. Melnik, I am pleased to submit the enclosed additional information for your review as a response to in-house Planning Department comments forwarded to the applicant. Based on recommendations from the DPW I have submitted a revised Site Plan (revised dated 2(12/06)attached to this letter(11x17 reduced format) showing the proposed buildings serviced with on-site well systems,one well for each building and the water service tie-in shown on the original plan connecting to the city system deleted. I have included 10 copies of the full size plan(24x36) for your review as well. In addition and included herein, I am including a letter from the consulting engineer (Heritage Surveys, Inc.)regarding the ground water level at the site of the proposed storm water detention area. Also, enclosed is a letter from Mass DPW regarding the traffic impact of the project on Route 9,which is a state highway. A letter from the applicant regarding the traffic issue is included. Should you have any questions regarding the enclosed information please don't do not hesitate to contact my office. Sincerely, I air A it William A, Canon, Landscape Architect Cc: Patrick Melnik,Esq. Mark Reed,Heritage Surveys, Inc. HERITAGE SURVEYS, INC. Professional Surveyors and Engineers College Highway & Clark Street Post Office Box 1 Southampton, Massachusetts 01073 Bruce A. Coombs, President Telephone(413) 527-3600 Professional Surveyor, MA, CT& VT Facsimile(413)527-8280 E-mail:bruce(heritagesurueys,corn Website:heritagesurveys.00m February 6, 2006 City of Northampton Carolyn Misch, AICP Senior Land Use Planner/Permits Manager 212 Main Street- City Hall Northampton, MA 01060 RE: Stormwater Management Beaver Brook Estates Multifamily Development for Parcel 24 Haydenville Road Northampton, MA HSI Job #3923-980831 Dear Ms. Misch, This letter has been prepared to address the questions and comment you made, within an e-mail forwarded from Attorney Pat Melnik dated February 1, 2006 to myself, in regards to the stormwater management for the multifamily development proposed on Parcel 24. The proposed detention basin has been designed to be a dry bottom basin, not a wet bottom basin. The soil maps indicate that the soils belong to Hydrologic Soil Group C, Ridgeburg (ReA), Woodbridge (Pan, PbB), Paxton, therefore no infiltration was accounted for in the sizing of the basin. However, the groundwater elevation was established from deep hole observations performed on August 26, 2001, by myself, a certified soil evaluator. The testing was performed for the original project design in the proposed roadway location. We have provided a reduced scale plan showing the original project design, which illustrate the location of test pits #8 and #9. Also provided is a sketch showing that the location of test pit #9 is where the currently proposed detention basin will be located. The ground elevation of T.P. #9 is approximately 404.5 and the soil logs indicate soil mottling to be at sixty (601 inches below the surface, which puts the estimated seasonal high ground water at elevation 399.5. The bottom of the proposed basin is at elevation 401.0 this will maintain a separation distance of 12"-18" for the bottom of the basin and the estimated seasonal high groundwater elevation, therefore the basin will be able to function as a dry bottom basin. An operation and maintenance plan has been enclosed for the stormwater basin. A benchmark is proposed to be placed within the basin, as you have requested, to aid in the timely maintenance of the stormwater basin. We hope the information provided has addressed your concerns regarding the stomwater management design for this project and if you need any additional information please contact this office. Sincerely, - Mark P. Reed cc: Attorney Pat Melnik William A. Canon HERITAGE SURVEYS, INC. Professional Surveyors and Engineers College Highway& Clark Street Post Office Box t Southampton, Massachusetts 01073 Bruce A. Coombs, President Telephone(413) 527-3600 Professional Surveyor, MA, CT& VT Facsimile(4I3)5274280 E-mail: bruce(e(heritagesurveys.corn Website: heritagesurveys.corn February 6, 2006 HSI Job #3923-980831 Beaver Brook Estates Multifamily Development For Parcel 24 Haydenville Road Northampton, MA OPERATION AND MAINTENANCE PLAN Schedule for Inspection and Maintenance of the Stormwater System: The *owner shall inspect the system after major storm events and contact a licensed contractor as outlined below, sediment and debris shall be properly disposed of off the site. Routine and Non-Routine Maintenance Tasks: The *owner shall keep the stormwater system in working condition at all times. These tasks shall be perfotmed daily and any material shall be disposed of properly. During the inspection of the stottnwater system the pavement areas and travel ways shall be swept and the debris and sediment shall be properly disposed of off site. It is also recommended that an additional sweeping be performed after fall leaf debris has ceased. The detention basins shall be cleaned a minimum of every five to seven years by a licensed contractor. Plan for Sediment, Debris, and Oil Disposal: The *owner shall obtain the services of licensed contractor to perform this operation and maintenance plan. These contractors shall provide to the *owner records of the approved sites for disposal of sediment, debris and oil and schedule of work to be performed. Copies of these records shall be made available upon request to the Northampton Board of Health. Page 2 of 2 • February 6, 2006 NM Job #3923-980831 Maintenance of Stormwater Controls: The proposed drainage system is designed to minimize and simplify maintenance requirements. Until construction is completed and all tributary areas are stabilized, frequent inspections and maintenance of the drainage system will be required by the *owner. The detention basins shall be cleaned every five to seven years. The *owner shall contact a Iicensed contractor qualified to perform the necessary maintenance Construction Related Controls: Prior to construction a. synthetic filter and/or straw bale barriers shall be installed, as shown on the accompanying plans. All erosion and sediment control measured shall be inspected daily during grading and after all rain storms by the contractor and shall be kept in functioning condition until tributary areas are stabilized. Sediment shall be removed from silt fences, check dams, and filter darns when it reaches a depth of six inches. Filters shall be cleaned or replaced when water continuously ponds over six inches deep. Ponded water shall be discharged to an upland area with sediment controls, as required. The forebay shall be cleaned a minimum of four times per year and inspected monthly. A fixed vertical, concrete sediment depth marker shall be installed in the bottom of the forebay to measure the sediment deposition. The sediment depth marker will allow the owner* to monitor the accumulation and anticipate maintenance needs.The sediment shall be cleaned out when an accumulation of 6" of sediment is reached. All sediment and hydrocarbons should be handled properly and disposed in accordance with local, state and federal guidelines and regulations. A stone tracking mat shall be installed and maintained at any point where construction traffic from an unpaved road enters into the paved portion of the site or street. If any questions arise regarding erosion and sedimentation control measures the Environmental Professional and/or Project Engineer shall be consulted immediately. *Owner = Homeowners Association HERITAGE SURVEYS, INC, Professional Surveyors and Engineers College Highway & Dark Street Post Office Box I Southampton, Massachusetts 01073 Bruce A. Coombs, President Telephone(413)527-3600 Professional Surveyor, MA, CT& VT Facsimile(413)527-8280 E-mail: bnace(ayteritagesurveys.com Website: heritagesurveys.corn Deep Observation Test Holes For Use in Roadway Design Deep Hole Number:9 Date: 9/26/01 Time: 11:00 Weather: SUNNY Location(identify on site plan): T.P.#9 @ 1+70±HANLEY PLACE ON EAST SIDE OF 5/W @ EDGE LOGING LANDING DEEP OBSERVATION HOLE LOG Depth from Soil Soil Texture Soil Color Soil Mottling Other(Structure, Stones,Boulders, Surface Horizon (USDA) (Munsell) Consistency,%Gravel) (Inches) 0"-10" Ap SANDY LOAM ORGANIC TOPSOIL 10"-30" Bar SANDY LOAM 30"-60" Cl LOAMY SAND 1OYR 6/2 MEDIUM TO FINE LOAMY SAND EXTREMELY FIRM W/SOME COBBLES&STONES 60"-120" C2 SANDY LOAM 10YR 3/2 @60" MEDIUM TO FINE SANDY LOAM VERY FIRM W/SOME GRAVEL&COBBLES 1 Standing Water in the Hole: NONE Depth to Bedrock:NONE @10' Estimated Seasonal High Ground Water: 2),60" Weeping from Pit Face:NONE Beaver Brook Estates Multifamily Development for Parcel 24 Haydenville Road Northampton, MA T.P. # GROUND ESTIMATED SEASONAL ESTIMATED SEASONAL ELEVATION AT HIGH GROUNDWATER HIGH GROUND WATER T.P. INCHES BELOW GRADE ELEVATION T,P. #9 404.5 60" � 399.5 EXISTING GRADE AT BASIN =405 PROPOSED BOTTOM OF BASIN =401 Page 9 of 16 HERITAGE SURVEYS, INC. Professional Surveyors and Engineers College Highway & Clark Street Post Office Box 7 Southampton, Massachusetts 01073 Brune A. Coombs, President Telephone (913) 527-3600 Professional Surveyor, MA, CT& VT Facsimile(913) 527-8280 E-mail: bruce@heritagesurveys.corn Website: heritagesurveys.com Deep Observation Test Holes For Use in Roadway Design Deep Hole Number: 8 Dare:9/26/01 Time: 10:30 Weather: SUNNY Location(identify on site plan): T.P.#8 @ 0+70 HANLEY PLACE @ EDGE CLEARING FOR OLD LOGING LANDING AREA D ',P OBSERVATION HOLE LOG Depth from Soil Soil Texture Soil Color Soil Mottling Other (Structure,Stones,Boulders, Surface Horizon (USDA) (Munsell) Consistency, % Gravel) (Inches) 0"-8" Ap SANDY LOAM ORGANIC TOPSOIL e"-72" By SANDY LOAM 32"-66" Cl LOAMY SAND 10YR 6/2 MEDIUM TO FINE LOAMY SAND EXTREMELY FIRM W/SOME GRAVEL&STONES 66"-120" C2 LOAMY SAND IOYR 6/3 @66" MEDIUM TO FINE LOAMY SAND VERY FIRM W/SOME GRAVEL& STONES Standing Water in the Hole: NONE Depth Co Bedrock: NONE @l0' Estimated Seasonal High Ground Water: 9066" Weeping from Pit Face: NONE NOTE:TESTING PERFORMED THE DAY AFTER HEAVY RAINS SOILS ARE VERY DRY. MELNIK LAW OFFICES Attorneys At Law 110 King Street Northampton, Ma. 01060 Telephone(413) 584-6750 Fax(413)584-6789 Patrick J. Melnik, Esq. email:pmelnik rdvcrizoanet Patrick J. Melnik Jr.,Esq. patmelnikjr@verizon.net February 13, 2006 Office of Planning and Development 210 Main Street Northampton, Ma 01060 Re: Route 9, Havdenville Road, Application for cluster permit for two building six unit condominium To members of the Planning Board and Planning Staff: Based on preliminary review of my application for special permit and site plan approval, Carolyn and Wayne asked that I supplement my application with additional traffic study data. Based on that request I asked the Massachusetts State Highway Department, District 2, to review the overall traffic impact of this project and the impact on the state highway at that location, and to take into account the concerns that Wayne and Carolyn expressed to me. My understanding is that Ken Crochiere, the permit manager, Bao Lang, the state traffic engineer and the district highway director, Albert R. Stegemann, P.E., evaluated this project by considering traffic data and on-site evaluations on at least two separate occasions. I append to this letter a copy of the report that I received from Albert R. Stegemann, P.E., the district highway director, who indicated there will be minimal traffic impacts anticipated on the state highway system and no impact to the nearest major intersection, which is the Linda Manor Nursing Home access. They have concluded that the north bound and the south bound sight distances are adequate. -2- Since this is a state highway in this location and, since I need to ultimately satisfy the Massachusetts State Highway Department, I really don't know what more I can present by way of traffic information to satisfy the concerns expressed by Wayne and Carolyn. Mr. Crochiere has indicated that the State Highway in that location is designed correctly for existing conditions and conditions that will exist after the project is built. They have not requested nor would they agree to any design modifications to the Highway as a result of this project. I do believe that I have complied with the traffic study criteria for site plan approval. I think that all the applicable standards set forth in the zoning ordinance have been evaluated and reviewed. To the extent that any other criteria set forth in the zoning ordinance for requiring traffic study have not been specifically complied with, I would request a waiver of those requirements in connection with your consideration for my request for a penult. To the extent that you consider a waiver necessary, I have been told by Carolyn and Wayne that the Planning Board is requiring monetary payment in lieu of actual traffic mitigation design and construction. I would like to discuss this option with you at the public hearing if necessary. I would appreciate you scheduling this matter for your next available hearing so that 1 can discuss this matter further, if necessary. Sin .1y, "atrick J. -lnik PJM/j Ip 02061et(j)(43-44) AIMS Itliffomne Healey John Gcliago isaPaiewonsky IP /WHINY coa y Kit co LEC MASSACHUSETTS EXECUTIVE OFFICE Or TRANSPORTATION 2.2006.0023 February 8, 2006 SUBJECT: Northampton—Route 9 (Haydenville Road) Application#2-2006-0023 Patrick J.Melnik, Esq. 110 King Street Northampton,MA 01060 Dear Mr.Melnik: Massachusetts Highway Department (MassHighway)District Two received your Pennit Application and letter ofJanuary 5, 2006, regarding a proposed 6-unit subdivision access and a preliminary analysis request at the location along Haydenville Road in Leeds(Northampton). Pursuant to your written request and as per the permit process,District representatives reviewed the subject location at approximate Mile Marker 37.8 on the southerly side of the highway. Based on field investigation and review of expected traffic generation, minimal traffic impacts are anticipated to the State Highway System. The District expects no impacts to the existing Linda Manor Nursing Home access from the proposed 6-unit subdivision access. In addition, the northbound and southbound sight distance is adequate at this location. The District will continue the permit process upon receiving a copy of the Planning Board approval. If you have any further questions,please contact District Permit Engineer Kenneth J. Crochiere at(413) 582-0535. Sincerely, Cif t /_..714- Albert R. Stegemann, P.E. District Highway Director KJC/ C —KW \� KJC RJM Northampton Planning and Development � )) ` , y ' ii9.twn 1 I Wit.4AM A_ ,ter." : 1 / ' { oster... 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