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: <br />I <br />1-20-87 <br />SETBACK AND HARDCOVER VARIANCE APPLICATION <br />STEVE PAULY - SITE ADDRESS: 3980 DAHL ROAD <br />i . <br />THIS APPLICATION IS FOR BOTH A SETBACK AND HARDCOVER <br />VARIANCE TO FACILITATE THE CONSTRUCTION OF A NEW HONE. <br />CCTXQAr'kf • <br />0-75" zSSr ll <br />THERE IS A STEEP SLOPE STARTING AT THE 75 SETBACK AREA AND <br />CONTINUING AS FAR BACK AS 250'. THESE ^TEEP SLOPES <br />CONSTITUTE A HARDSHIP TO THE PROPERTY. THE ONLY Rt^ASONABLE <br />SPOT TO REBUILD IS OVER THE FOOT PRINT OF THE OLD HOUSE. <br />ENCLOSED IS A PRINTED OVERLAY OF THE OLD AND NEW HOUSE. <br />^^WITh'^THE new house AND DECK SITUATED AS SHOWN THERE WOULD <br />BE AN INCREASE IN EXISTING HARDCOVER IN THE *^-75' ^^0” 2866 <br />SQ.FT, to 4419 SQ.FT. FOR A NET INCREASE OF 15w»^. SQ.FT. OUR <br />PROPOSAL FOR HARDCOVER VARIANCE WOULD BE A TRADE-OFF <br />□PHARDCOVER in both the 0-75' AND 75-250' AREAS. <br />TO REACH A PARTIAL HARDCOVER REDUCTION IN THE 0-75' AREA <br />THE FOLLOWING PROPOSED HARDCOVER REMOVALS WOULD APPLY: <br />1) A SMALL WOODEN FRAME SHED OF 130 SQ.FT. <br />2) A CONCRETE BLOCK PATIO OF 176 SQ.FT. <br />3) GRAVEL DRIVEWAY APRON OF 420 SQ.FT. <br />THIS TOTAL REDUCTION IN THE 0-75' IS 726 M <br />BALANCE OF 827 SQ.FT. THIS BALANCE <br />THAT PORTION OF GRAVEL DRIVEWAY IN THE 7u SETBAC . <br />THIS WILL RESULT IN NO OVERALL NET INCREASE IN HARDCOVER.