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22000 Westwood Professional Services, Inc. <br />Approximate disturbed area <br />compaction to sob caused <br />by vehicles driving and parking on. <br />14.9' <br />Altemate <br />Sept is - —' <br />,site <br />104 <br />Approximate Building Elevations <br />Lowest Floor = 90.0± <br />Garage Floor= 98.0± <br />Top of Foundation =98.4± <br />Septic <br />Site <br />r <br />Approximate Property Line -- - <br />23.8' <br />9,0sb#4:7/ <br />Sb <br />sb� <br />i I <br />1 � <br />/ 21.3' <br />_—Approximate Property Line <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 />Notes. - <br />I. A void compaction of mound area before, during and <br />after construction <br />2 Verify before drilling that no septic tanks or septic areas <br />are within a 50 foot radius of proposed well location. <br />(100 feet for shollow we//) <br />3. Verity before construction that no shallow wells are within <br />100 feet, or deep wells w/thin 50 feet of proposed septic <br />tanks or mound area. <br />4. To extend the life of septic system pump septic tanks a <br />minimum of every 2 years. <br />5 See attached sheets for additional construction details. <br />6. Soil Classified as Hayden clay loam (HcD2) 12-18X slopes, <br />according to the U.S. Department of Agriculture soil Survey <br />7. Site plan prepared by or under the supervision of Bernie <br />Miller-- Y.. P. C A. License No. 43 <br />/ 01 / /j� 't1'{,��rCSxTlTloie <br />j ! / j edge of <br />/ ( wetland <br />—proposed`— <br />deeper <br />25.7_ � 0k welt <br />I <br />W <br />3D.6' '% IrsmrtP"M q y �a 'lt3�tt,14lg� <br />50 ' art 1W �@ -- OSONWOOM V Mie ee <br />/ I a Jim <br />13.2 q)O ' rMiMyrw,r,; 4.LHA=8V <br />061 'V <br />.? 0 1 AUVIAUs d <br />60.4 \ o w <br />133� — — — ` — Oi XWON{ <br />f–1000 aUon R1 I <br />ast sep' tank k <br />1000 gallon <br />Benchmark 20. <br />Top of IRON <br />ele a =100.0 <br />77 <br />sb#2 a <br />—30" mope tree <br />GRAPHIC SCALE <br />40 0 20 40 80 <br />( IN FEET ) <br />1 inch = 40 ft. <br />160 <br />fty Location: <br />Westwood Professional Services, Inc. c' � Lot 2, Btu 1, WOOD END ACRES, chono, <br />104 Marty ©rive, Suite 3 --- Minnesota. <br />Buffalo, MN 55313 Deawn <br />Phone: 612/682-2587 Fax: 612/682-2639 <br />Septic System <br />% <br />1150 Lyman Ave, Orono, <br />Date <br />UR <br />Date: �ob# 3/24/00 <br />20005028 <br />�ite Plan 5028ssp.dwg <br />Prepared for. <br />K.C. Chermak <br />Remak Realty <br />Wayzata, MN <br />r <br />LEGENQ <br />exist/ng Weil <br />Soil baring <br />Q <br />percolation test <br />x--- <br />existing fence <br />-- -- --- — <br />existing elevation contour <br />92*4 <br />existing spot e1evatio17 <br />9.2*4 <br />proposed spot elewtion <br />Elevations relative and assumed <br />❑ <br />Elevations relative to U. S. GS. 1929 N.G. V0 <br />Oenotes proposed surface drainage <br />Approximate disturbed area <br />compaction to sob caused <br />by vehicles driving and parking on. <br />14.9' <br />Altemate <br />Sept is - —' <br />,site <br />104 <br />Approximate Building Elevations <br />Lowest Floor = 90.0± <br />Garage Floor= 98.0± <br />Top of Foundation =98.4± <br />Septic <br />Site <br />r <br />Approximate Property Line -- - <br />23.8' <br />9,0sb#4:7/ <br />Sb <br />sb� <br />i I <br />1 � <br />/ 21.3' <br />_—Approximate Property Line <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 />Notes. - <br />I. A void compaction of mound area before, during and <br />after construction <br />2 Verify before drilling that no septic tanks or septic areas <br />are within a 50 foot radius of proposed well location. <br />(100 feet for shollow we//) <br />3. Verity before construction that no shallow wells are within <br />100 feet, or deep wells w/thin 50 feet of proposed septic <br />tanks or mound area. <br />4. To extend the life of septic system pump septic tanks a <br />minimum of every 2 years. <br />5 See attached sheets for additional construction details. <br />6. Soil Classified as Hayden clay loam (HcD2) 12-18X slopes, <br />according to the U.S. Department of Agriculture soil Survey <br />7. Site plan prepared by or under the supervision of Bernie <br />Miller-- Y.. P. C A. License No. 43 <br />/ 01 / /j� 't1'{,��rCSxTlTloie <br />j ! / j edge of <br />/ ( wetland <br />—proposed`— <br />deeper <br />25.7_ � 0k welt <br />I <br />W <br />3D.6' '% IrsmrtP"M q y �a 'lt3�tt,14lg� <br />50 ' art 1W �@ -- OSONWOOM V Mie ee <br />/ I a Jim <br />13.2 q)O ' rMiMyrw,r,; 4.LHA=8V <br />061 'V <br />.? 0 1 AUVIAUs d <br />60.4 \ o w <br />133� — — — ` — Oi XWON{ <br />f–1000 aUon R1 I <br />ast sep' tank k <br />1000 gallon <br />Benchmark 20. <br />Top of IRON <br />ele a =100.0 <br />77 <br />sb#2 a <br />—30" mope tree <br />GRAPHIC SCALE <br />40 0 20 40 80 <br />( IN FEET ) <br />1 inch = 40 ft. <br />160 <br />fty Location: <br />Westwood Professional Services, Inc. c' � Lot 2, Btu 1, WOOD END ACRES, chono, <br />104 Marty ©rive, Suite 3 --- Minnesota. <br />Buffalo, MN 55313 Deawn <br />Phone: 612/682-2587 Fax: 612/682-2639 <br />Septic System <br />% <br />1150 Lyman Ave, Orono, <br />Date <br />UR <br />Date: �ob# 3/24/00 <br />20005028 <br />�ite Plan 5028ssp.dwg <br />Prepared for. <br />K.C. Chermak <br />Remak Realty <br />Wayzata, MN <br />r <br />