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0 <br />ITEM 6. <br />TRAFFIC IMPACT STATEMENT <br />AF 1T -R CON(SUL..T 1 NG W) TH k MLMSEN' OF THE 0 R Fl1'4 CiE: CC)IJI\Ii Y F'! f.tl�! <br />PDARD . WE WERE ADV I SCD THAT A F GRMAL "TI':AFF I C; S711DY" L,):JU:.C: <br />N,-IT "-i_- AF='F= 'C;OPRI ATE OR N --- E- DEI). 1'K.1 E SI- A7Et -1 NT I S rU;tl °I1 T i <br />LI. -U CIF= THE FORMAL, "TRAFf =1C 1111"ACT STUDY" F'Cr; F1DViCw GF' f= 'L.�aIVl�1IJ; <br />IICIFAF„). <br />THE PROPOSED USE OF TH 1 S c'RO''ERTY AS A h, =- AND <br />PRE( FAST WILL HAVE VERY L..% T TLE IMPACT - IF ANY - UP01V TI <br />EX IS T I N TRAFF I C , TRAFF I C. COUNTS, TRAFF 1'C FLOW OR TT: =7 = 1 <br />PATTERNS OF THIS AREA T�rCALISw: <br />1. CQU <br />AS A "WORST CASE SCENARIO" THE INCn -ASE IIU T r:P1_ -; C L:. <br />AMOUNT TO AN ADD I T I ANAL THREE (C) AUTOMOBILES EN T ;. ,1 r\!C AN <br />DEPARTING FROM THIS PROPERTY. <br />THE PROP- R T Y IS SERVICED SY TWO (2) DR I V WAYS : <br />PAVED DRIVEWAY OF APPROXIMATELY 500 FEET LONG. iT LEADS TC THE <br />HDL'S= VIA A CIRCULAR DRIVE - OR BRANCHES OFF INTO AN TI:: <br />THE GARAGE. THE SECOND, A LONG, GRAVEL DRIVEWAY O= AP?<RgX_N!r.` =! Y <br />600 FEET IS PRESENTLY USED ED AS A SERVICE <br />Dr(I VEWAY. E +pTH OF T <br />DRIVEWAYS COULD PROVIDE PARKING FOR NUMEROUS AUTOMOBILES. ___ <br />T! -1SriS I S A LARGE TURN -A- ROUND . PAVED AREA PT T HE R 0r, ` <br />OF THE GARAGE WHICH ALSO PROVIDES SEVERAL PARK.11V0 SPF1^ES W'E4L <br />AWAY PROM LAWRENCE ROAD. <br />A. THE POSSIBILITY OF AN ADDITIONAL THREE (D•) AUTOMCBILW' <br />ENTERING OR EXITING LAWRENCE ROAD OF7=RS SUCH A MINIMAL AMOUNT CF <br />TRAFF-`-7 THAT IT WOULD NOT IMPAOT IN ANY WAY ON THIS ROADWAY. <br />� <br />. TO SUMMARIZE: IN VIEW OF THE MINIMAL AMOUNT OF TRAF=IC <br />EVEN A "WORST CASE SCENARIO" MIGHT CREATE, THE OPERA-', ?ON 0= ,= <br />BED AND BREA {::FAST FACILITY AT THIS PROPERTY WOULD HAVE NO ADVSr=tS= <br />=-F F E„ T UPON NOR CREATE ANY PROBLEMS R-=LAT I V= TO TRAFw I C I N T . <br />AREA. <br />I TEM 7. <br />