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07/26/2007 DESIGN REVIEW COMMITTEE Minutes
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07/26/2007 DESIGN REVIEW COMMITTEE Minutes
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DESIGN REVIEW COMMITTEE
Meeting Document Type
Minutes
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07/26/2007
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JUL-25--2007 1130A FROM:EAXTER NYE ENGINEERI 1-508-771-7522 TO:815084777380 P.1 <br /> BAXTER NYE ENGINEERING & SURVEYING <br /> Registered Professional Engineers and Land Surveyors <br /> 78 North Street,P Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-7622 <br /> June 22,2007(Updated July 25,2007) <br /> Lot 1(Mai)62 Parcel_249) <br /> 160 Falmouth Rd.(formerly 0 Sampion's Mill Rd.) <br /> PARIaNG: <br /> Doctors Office Parking Requirement =1 parking space(ps)1200 gsf <br /> Storage Parking Requirement = I ps/900 gsf <br /> Building Area: <br /> 4,000 sf Doctors office(upper level)x I ps/200 gsf =20 ps required <br /> 3,000 sf Storage(lower level)x 1 ps 1900 gsf = 3 ps required <br /> Totat parking requited =23 ps <br /> Total parking provided =28 ps <br /> The Proposed Doctors Office use over the previous approved Retail/Storage use reduces the panting <br /> requirement by 5 ps. <br /> TRIP GENERATIONS: <br /> Average Daily Trip(ADT)Weekday Generation Rates: <br /> Medical Office Building =34.170 trips/1,000 sf <br /> Mini-Storage Facility - 2.606 trips/1,000 sf <br /> Retail Use -40.675 trips/1,000 sf <br /> General Office Building —24.39 trips/1,000 sf <br /> Total ADT: <br /> Proposed Doctors Office: <br /> 4,000 sf Doctors office(upper level)x 34.I70/1,000 gsf =136.7 daily trips <br /> 3,000 sf Staraee flower ley 1 2,606 trips/ = 73 daily trips <br /> TOTAL ADT —144.5 daily trips <br /> Previous Approval as Retail/Storage: <br /> 3,600 sf Retail(upper level)x 40.675 trips 11,000 gsf =146.4 daily trips <br /> 3,400 sf Storage(lower level)x 2.606 trips/1.000 sf = $9 daily inns <br /> TOTAL ADT =155.3 daily trips <br /> d The Proposed Doctors Office use over the previous approved Retail/Storage use reduces the average <br /> daily trips generated by 10.8 hips per day_ <br /> SEPTI <br /> Title 5 design flows for Doctors =250 gpd/doctor <br /> Previous Approved septic system is designed for 370 gpd. This system will support one(1)doctor. <br /> The system disposal field can easily be increased to 500 gpd which would support two(2)doctors.The <br /> applicant plans on amending the septic design to support this 500 gpd design flow and two doctors. <br /> Basler Nye Engineering&Su ing <br /> Matthew Eddy,P.E. <br /> Land Surveys + Site Design • Subdivisions • Septic Design • Wetland Filings • Planning <br /> i <br />
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