Loading...
HomeMy WebLinkAbout2000 Septic Site Plan02000 Westwood Professional Services, Inc. Approximate disturbed area compaction to soil caused \ by vehicles driving and parking on. 13.3' Alternate ,Septic Site 1 04 _98\` \\sb 'oma LEGEND w� existing well 92*4 soil boring 9 percolation test —x existing fence — — — — existing elevation contour 92*4 existing spot elevation 9 proposed spot elevation Elevations relative and assumed ❑ Elevations relative to U. S. G. S. 1929 N. G V.D. Denotes proposed surface drainage Approximate Building Elevations Lowest Floor = 90.0± Garage Floor= 98.0± Top of Foundation =98.4± .Primary ,Septic ,Site cl — —Approximate Property Line — — 274' to. or 2s.5' 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 f (/ approximate —edge of '0 D l f ' wetland i proposedrl_ 1`��b 30.6' 50 7_31 \ b 13.2 0 N0 w 0) 98*0 0 38"5 tOp 0.4 98*� 7.7 � t[i sb#2 4 �IQ sb #1 27 39X 1jf / 30" maple tree --Approximate Property Line GRAPHIC SOLE 40 0 20 40 80 ( IN FEET ) I inch = 40 ft. senchmark• rap of IRON — e%V =140.0 v WIV,, I` r r N L J_ ' —1000 601/'p e— 1 1 'ast septic tank _ 100`0` galion'� I i -pumpV k m/ I 4q, CL crow. Revialoge; Property Location Westwood Professional Services, Inc. Lot 2, Block 1, WOOD END ACRffi, Orono, 104 Marty Drive, Suite 3 x/00 MOUND LOCA' K*6 Minnesota. Buffalo, MN 55313 Dawn: bem Phone: 6121682-2587 Fax: 6121682-2639 geewd Dmwft byfdo* Notes.• i. A void comphction of mound area before, during and after construe on 2. Verify before drilling that no septic tanks or septic areas are with/n a 50 foot radius of proposed well location. (100 feet for shallow, we//) 3. verify before; construction that no shallow wells are within 100 feet, or deep we/Is w/thin 50 feet of proposed septic tanks or moun6l area. 4. To extend tlbe life of septic system pump septic tanks a minimum of every 2 years 5. See GttGC17&& sheets for additional construction details. 6. So// Classifed as Hayden clay loam (HcD2) 12-19X slopes, occord/ng to the U.S. Department of Agriculture soll Survey 7 51te plan prepared by or under the supervision of Bernie M/ller— M. P. CA, license No. 4,3 Date —(--IV Date: 3%24/00 job4i 20005028 Septic System Site Plan 5o28ssp.dwg Prepared for. KC Chermak Rem" Realty 11M Lyman Ave, Orono, Minnesota Wayzata, MN