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HomeMy WebLinkAbout2000 Septic Site Plan Review22000 Westwood Professional Services, Inc. Approximate disturbed area compaction to sob caused by vehicles driving and parking on. 14.9' Altemate Sept is - —' ,site 104 Approximate Building Elevations Lowest Floor = 90.0± Garage Floor= 98.0± Top of Foundation =98.4± Septic Site r Approximate Property Line -- - 23.8' 9,0sb#4:7/ Sb sb� i I 1 � / 21.3' _—Approximate Property Line Primary Mound Quantities 3/4"-2 1/2" clean rock for rock bed 14± cubic yards Clean Sand fill — 90± cubic yards topsoil for cover — 41± cubic yards Loamy sand for cap — 8± cubic yards Notes. - I. A void compaction of mound area before, during and after construction 2 Verify before drilling that no septic tanks or septic areas are within a 50 foot radius of proposed well location. (100 feet for shollow we//) 3. Verity before construction that no shallow wells are within 100 feet, or deep wells w/thin 50 feet of proposed septic tanks or mound area. 4. To extend the life of septic system pump septic tanks a minimum of every 2 years. 5 See attached sheets for additional construction details. 6. Soil Classified as Hayden clay loam (HcD2) 12-18X slopes, according to the U.S. Department of Agriculture soil Survey 7. Site plan prepared by or under the supervision of Bernie Miller-- Y.. P. C A. License No. 43 / 01 / /j� 't1'{,��rCSxTlTloie j ! / j edge of / ( wetland —proposed`— deeper 25.7_ � 0k welt I W 3D.6' '% IrsmrtP"M q y �a 'lt3�tt,14lg� 50 ' art 1W �@ -- OSONWOOM V Mie ee / I a Jim 13.2 q)O ' rMiMyrw,r,; 4.LHA=8V 061 'V .? 0 1 AUVIAUs d 60.4 \ o w 133� — — — ` — Oi XWON{ f–1000 aUon R1 I ast sep' tank k 1000 gallon Benchmark 20. Top of IRON ele a =100.0 77 sb#2 a —30" mope tree GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 160 fty Location: Westwood Professional Services, Inc. c' � Lot 2, Btu 1, WOOD END ACRES, chono, 104 Marty ©rive, Suite 3 --- Minnesota. Buffalo, MN 55313 Deawn Phone: 612/682-2587 Fax: 612/682-2639 Septic System % 1150 Lyman Ave, Orono, Date UR Date: �ob# 3/24/00 20005028 �ite Plan 5028ssp.dwg Prepared for. K.C. Chermak Remak Realty Wayzata, MN r LEGENQ exist/ng Weil Soil baring Q percolation test x--- existing fence -- -- --- — existing elevation contour 92*4 existing spot e1evatio17 9.2*4 proposed spot elewtion Elevations relative and assumed ❑ Elevations relative to U. S. GS. 1929 N.G. V0 Oenotes proposed surface drainage Approximate disturbed area compaction to sob caused by vehicles driving and parking on. 14.9' Altemate Sept is - —' ,site 104 Approximate Building Elevations Lowest Floor = 90.0± Garage Floor= 98.0± Top of Foundation =98.4± Septic Site r Approximate Property Line -- - 23.8' 9,0sb#4:7/ Sb sb� i I 1 � / 21.3' _—Approximate Property Line Primary Mound Quantities 3/4"-2 1/2" clean rock for rock bed 14± cubic yards Clean Sand fill — 90± cubic yards topsoil for cover — 41± cubic yards Loamy sand for cap — 8± cubic yards Notes. - I. A void compaction of mound area before, during and after construction 2 Verify before drilling that no septic tanks or septic areas are within a 50 foot radius of proposed well location. (100 feet for shollow we//) 3. Verity before construction that no shallow wells are within 100 feet, or deep wells w/thin 50 feet of proposed septic tanks or mound area. 4. To extend the life of septic system pump septic tanks a minimum of every 2 years. 5 See attached sheets for additional construction details. 6. Soil Classified as Hayden clay loam (HcD2) 12-18X slopes, according to the U.S. Department of Agriculture soil Survey 7. Site plan prepared by or under the supervision of Bernie Miller-- Y.. P. C A. License No. 43 / 01 / /j� 't1'{,��rCSxTlTloie j ! / j edge of / ( wetland —proposed`— deeper 25.7_ � 0k welt I W 3D.6' '% IrsmrtP"M q y �a 'lt3�tt,14lg� 50 ' art 1W �@ -- OSONWOOM V Mie ee / I a Jim 13.2 q)O ' rMiMyrw,r,; 4.LHA=8V 061 'V .? 0 1 AUVIAUs d 60.4 \ o w 133� — — — ` — Oi XWON{ f–1000 aUon R1 I ast sep' tank k 1000 gallon Benchmark 20. Top of IRON ele a =100.0 77 sb#2 a —30" mope tree GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 160 fty Location: Westwood Professional Services, Inc. c' � Lot 2, Btu 1, WOOD END ACRES, chono, 104 Marty ©rive, Suite 3 --- Minnesota. Buffalo, MN 55313 Deawn Phone: 612/682-2587 Fax: 612/682-2639 Septic System % 1150 Lyman Ave, Orono, Date UR Date: �ob# 3/24/00 20005028 �ite Plan 5028ssp.dwg Prepared for. K.C. Chermak Remak Realty Wayzata, MN r