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105.82ee <br />wO'i ES: <br />/ 1'wmm cOMP^onow or THE omuNBEU} AREA eEFnRs,DUR/No AND AFTER CONSTRUCTION. Do NOT TRAVERSE cwER THE DRAIwn0« <br />c�o AREA DURING THE WINTER M0m�'"s. <br />\ - <br />—�e.Ec m-mcHGo sxEcrs FOR mzomnwm- CowSTnoon0N osTAILS� <br />' s.sITc PLAN P*EPxnco BY OR uwoce THE suPcnwoow OF xsww J. xunsPpwsn ' uc[wsE # zoo. <br />` <br />T�|� /� KJ/lT � c�N���� <br />'''/~/ /^� /v`/' r` ./��^�v�-/ <br />Cr" OF ORONO <br />-f-00 PERMTNM <br />in fwl ampliam "a an amik" UP& ad Main a& <br />'EXISTING ELEVATIONS' <br />BENCH MARK=100.00 <br />(THRESHOLD OF EAST WALKOUT DOOR) <br />WATER LEVEL OF POND ON 9-22-00=90.66 <br />GRADE ABOVE CESSPOOL #1=98.�6 <br />OUTLET INVERT CESSPOOL #1=96.76 <br />GRADE ABOVE CESSPOOL #2=99.48 <br />OUTLET INVERT CESSPOOL #2=97.00 <br />BORING#1=1O6.50 <br />BORlNG#2=I05.10 <br />8ORINE#3=105.60 <br />INLET INVERT OF 1ST SEPTIC TANK=96.00+- <br />INLET INVERT OF 2ND SEPTIC TANK=95.50+- <br />INLET INVERT OF LIFT TANK=94.50+- <br />INVERT OF 2^ SUPPLY LINE THROUGH RISER WALL- <br />OF <br />ALLOF LIFT TANK=96.16+- <br />INVERT OF MANIFOLD=104.00 <br />INVERT OF DISTRIBUTION PIPE3=104.32 <br />BOTTOM OF TRENCHE3=103.82 <br />NOTES: <br />PLACE 4'X 8' SHEETS OF 4^ OF POLYSTRENE <br />IN3ULATION ABOVE ANY SECTION OF PIPING WITH <br />LESS THAN 30^ OF COVER, <br />PLACE 24 INCH DIAMETER HEAVY DUTY <br />CORRIGATED SEWER PIPE ABOVE EACH <br />MAINTENANCE HOLE. ATTACH FIBERGLASS <br />RISER COVERS TO TOP OF EACH RISER <br />WITH TOP OF COVER LEVEL WITH <br />FINISHED GRADE, <br />PUMP, CRUSH AND FILL ALL EXISTING TANKS. <br />625 NORTH F[RNDALE ROAD <br />\/AYZATA' MN 55391 <br />PART OF GOVERNMENT LOT 3, SECTION 36, TOWNSHIP 118, RANGE 23, <br />HENNEPIN COUNTY, MN. <br />Er(l SYSTEMS ENGINEERING 333 EAST MAIN STREET �!� A���K�, <br />N�-�O ^-�'` ''`^-''`'~'` ~~~~, <br />R��U��T�� �Y' <br />����� �� ��' <br />= S011' BORING <br />kl <br />= o -R(` TEST <br />�� <br />�� <br />= DEEP WELL <br />-0� <br />= BENCH MARK <br />105.82ee <br />wO'i ES: <br />/ 1'wmm cOMP^onow or THE omuNBEU} AREA eEFnRs,DUR/No AND AFTER CONSTRUCTION. Do NOT TRAVERSE cwER THE DRAIwn0« <br />c�o AREA DURING THE WINTER M0m�'"s. <br />\ - <br />—�e.Ec m-mcHGo sxEcrs FOR mzomnwm- CowSTnoon0N osTAILS� <br />' s.sITc PLAN P*EPxnco BY OR uwoce THE suPcnwoow OF xsww J. xunsPpwsn ' uc[wsE # zoo. <br />` <br />T�|� /� KJ/lT � c�N���� <br />'''/~/ /^� /v`/' r` ./��^�v�-/ <br />Cr" OF ORONO <br />-f-00 PERMTNM <br />in fwl ampliam "a an amik" UP& ad Main a& <br />'EXISTING ELEVATIONS' <br />BENCH MARK=100.00 <br />(THRESHOLD OF EAST WALKOUT DOOR) <br />WATER LEVEL OF POND ON 9-22-00=90.66 <br />GRADE ABOVE CESSPOOL #1=98.�6 <br />OUTLET INVERT CESSPOOL #1=96.76 <br />GRADE ABOVE CESSPOOL #2=99.48 <br />OUTLET INVERT CESSPOOL #2=97.00 <br />BORING#1=1O6.50 <br />BORlNG#2=I05.10 <br />8ORINE#3=105.60 <br />INLET INVERT OF 1ST SEPTIC TANK=96.00+- <br />INLET INVERT OF 2ND SEPTIC TANK=95.50+- <br />INLET INVERT OF LIFT TANK=94.50+- <br />INVERT OF 2^ SUPPLY LINE THROUGH RISER WALL- <br />OF <br />ALLOF LIFT TANK=96.16+- <br />INVERT OF MANIFOLD=104.00 <br />INVERT OF DISTRIBUTION PIPE3=104.32 <br />BOTTOM OF TRENCHE3=103.82 <br />NOTES: <br />PLACE 4'X 8' SHEETS OF 4^ OF POLYSTRENE <br />IN3ULATION ABOVE ANY SECTION OF PIPING WITH <br />LESS THAN 30^ OF COVER, <br />PLACE 24 INCH DIAMETER HEAVY DUTY <br />CORRIGATED SEWER PIPE ABOVE EACH <br />MAINTENANCE HOLE. ATTACH FIBERGLASS <br />RISER COVERS TO TOP OF EACH RISER <br />WITH TOP OF COVER LEVEL WITH <br />FINISHED GRADE, <br />PUMP, CRUSH AND FILL ALL EXISTING TANKS. <br />625 NORTH F[RNDALE ROAD <br />\/AYZATA' MN 55391 <br />PART OF GOVERNMENT LOT 3, SECTION 36, TOWNSHIP 118, RANGE 23, <br />HENNEPIN COUNTY, MN. <br />Er(l SYSTEMS ENGINEERING 333 EAST MAIN STREET �!� A���K�, <br />N�-�O ^-�'` ''`^-''`'~'` ~~~~, <br />R��U��T�� �Y' <br />����� �� ��' <br />