Laserfiche WebLink
02000 Westwood Professional Services, Inc. <br />Approximate disturbed area <br />compaction to soil caused \ <br />by vehicles driving and parking on. <br />13.3' <br />Alternate <br />,Septic <br />Site <br />1 <br />04 <br />_98\` <br />\\sb <br />'oma <br />LEGEND <br />w� <br />existing well <br />92*4 <br />soil boring <br />9 <br />percolation test <br />—x <br />existing fence <br />— — — — <br />existing elevation contour <br />92*4 <br />existing spot elevation <br />9 <br />proposed spot elevation <br />Elevations relative and assumed <br />❑ <br />Elevations relative to U. S. G. S. 1929 N. G V.D. <br />Denotes proposed surface drainage <br />Approximate Building Elevations <br />Lowest Floor = 90.0± <br />Garage Floor= 98.0± <br />Top of Foundation =98.4± <br />.Primary <br />,Septic <br />,Site <br />cl <br />— —Approximate Property Line — — <br />274' <br />to. or <br />2s.5' <br />Primary Mound Quantities <br />3/4"-2 1/2" clean rock for rock bed — 14± cubic yards <br />Clean Sand fill — 90± cubic yards <br />topsoil for cover — 41± cubic yards <br />Loamy sand for cap — 8± cubic yards <br />f (/ <br />approximate <br />—edge of <br />'0 D l f ' wetland <br />i proposedrl_ 1`��b <br />30.6' <br />50 <br />7_31 <br />\ b 13.2 <br />0 N0 <br />w 0) <br />98*0 <br />0 38"5 tOp 0.4 <br />98*� 7.7 � <br />t[i sb#2 4 �IQ <br />sb #1 <br />27 39X <br />1jf / 30" maple tree <br />--Approximate Property Line <br />GRAPHIC SOLE <br />40 0 20 40 80 <br />( IN FEET ) <br />I inch = 40 ft. <br />senchmark• <br />rap of IRON — <br />e%V =140.0 v <br />WIV,, <br />I` r r N <br />L J_ <br />' —1000 601/'p e— 1 1 <br />'ast septic tank <br />_ 100`0` galion'� I i <br />-pumpV k <br />m/ I <br />4q, <br />CL <br />crow. Revialoge; Property Location <br />Westwood Professional Services, Inc. <br />Lot 2, Block 1, WOOD END ACRffi, Orono, <br />104 Marty Drive, Suite 3 x/00 MOUND LOCA' K*6 Minnesota. <br />Buffalo, MN 55313 Dawn: bem <br />Phone: 6121682-2587 Fax: 6121682-2639 geewd Dmwft byfdo* <br />Notes.• <br />i. A void comphction of mound area before, during and <br />after construe on <br />2. Verify before drilling that no septic tanks or septic areas <br />are with/n a 50 foot radius of proposed well location. <br />(100 feet for shallow, we//) <br />3. verify before; construction that no shallow wells are within <br />100 feet, or deep we/Is w/thin 50 feet of proposed septic <br />tanks or moun6l area. <br />4. To extend tlbe life of septic system pump septic tanks a <br />minimum of every 2 years <br />5. See GttGC17&& sheets for additional construction details. <br />6. So// Classifed as Hayden clay loam (HcD2) 12-19X slopes, <br />occord/ng to the U.S. Department of Agriculture soll Survey <br />7 51te plan prepared by or under the supervision of Bernie <br />M/ller— M. P. CA, license No. 4,3 <br />Date <br />—(--IV <br />Date: 3%24/00 job4i 20005028 <br />Septic System Site Plan 5o28ssp.dwg <br />Prepared for. <br />KC Chermak <br />Rem" Realty <br />11M Lyman Ave, Orono, Minnesota Wayzata, MN <br />