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101999 Westwood Professional Services, Inc. <br /> • -____./.� ______--9 36 <br /> a. <br /> --\ <br /> LEGEND <br /> 0°' 38 <br /> 9• <br /> ..------------- EDGE OF N D <br /> Ci) <br /> existing we// <br /> \ WAN ASEPTIC SETBACK .-N- soil boring <br /> ^mayperco/afion test <br /> x existing fence <br /> PY <br /> oh existing deciduous tree <br /> existing coniferous tree <br /> \ ►.. �,,,--''�' SB3 S66� 640 <br /> // �/ , - — -- - existing elevation contour <br /> • ---'--" - A 7L--SEP 84SITE �� ..-_ 92*4 existing spot elevation <br /> (418 Q 19 4 R A VE LL . " 1924.41 proposed spot elevation <br /> 6 ` 0 Elevations relative and assumed <br /> ./. ------- -- <br /> 948 S639II <br /> / <br /> `� PJ Elevations relative to U.S.G.S. 1929 N.G V.D. <br /> \ DROP BOX (TYP.) �_�! S66 f Denotes proposed surface droinage <br /> PRIMAP 'S EPTIC SYSTEM _--�-, .� <br /> X18 LF O ID GRAVELL S .14 <br /> . ^`�• 50 r <br /> TRENCI� <br /> \� J52 \ SBS Notes: <br /> \ , ,-'V-- 77 -\ ~�� SB2 1. Avoid compaction in septic <br /> SB7 p p area before, during and <br /> 9 5 4P after construction <br /> Trenches are to be installed parallel to the contours and the <br /> 9561111111Ak MIL * �— 2. trench excavations are not to exceed a maximum depth of <br /> .........„ 71111111k <br /> EF TIC TANK 12 inches below the existing ground surface. <br /> X9 <br /> "Cf ( •ihr <br /> S 3. Verify before drilling that' no septic tanks or drainf/e/ds <br /> are within a 50 foot radius of proposed well location. <br /> (100 feet for shallow well) <br /> 4. Verify before construction that no shallow wells ore within <br /> \ i ``, 100 feet, or deep wells within 50 feet of proposed septic <br /> �, 9' BEDROOM tanks or drain field area. <br /> 1 ?p- c'OSE 5. <br /> `- HOME 5. To extend the life of septic system pump septic tanks a <br /> Ai '-r-"'''-'-''''- '441111411\1‘\l,_ <br /> �- minimum of every 2 years. <br /> �i9 6 4 6 See attached sheets for additional construction details <br /> 1; 7. Soil Classified as Burnsville sandy foam (BuC) 6-12%slopes, <br /> �, / according to the U.S. Deportment of Agriculture soil Survey <br /> i <br /> ---- PROPOS - .,` 8. Site plan prepared by or under the supervision of Bernie <br /> LL Miller- M.P.C.A. License o. 43 <br /> )..,,._,, <br /> % • / /�/ '.'i-G"^N. Date yr <br /> \ / ��� 0 <br /> c§oN // / . <br /> , <br /> 0 40 80 120 <br /> W e S t Property location: DESIGNED BCM I [ REQUESTED BY: DATE <br /> Septic System 4/20/99 <br /> Westwood Professional Services, Inc DRAWN BCM Site Plan Bohland Development <br /> 104 Marty Drive, Suite 3 Lot 2, CARRIAGE HILL Orono <br /> [ <br /> Buffalo, MN 55313CHECKED JMC Job No. <br /> 612 682-2587 <br /> Plymouth,MN. <br /> (98795) <br />