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CHALLENGER PRESSURE TANK <br /> :•wimax m wasaon <br /> r wawc m Mwm 1. PUMP SHALL BE SIZED FOR 107 GPM. MINIMUM OPER471NG PRESSURE <br /> SHALL BE 40 PSI WITH THE SHUTOFF AT 60 PSI. USE A GRUNDFOS <br /> o�amn iQPUMP1000 INTELLIGEN7 PUMP CONTROLLER WITH A GRUNDFOS PUMP <br /> ��� VARIABLE SPEED DRNE. <br /> 2. PUMP HOUSE SIZE 8' X 10'. MINIMUM INSULA710N R4TINGS FOR THE <br /> PUMP HOUSE SHALL BE R-35 FOR 7HE CEILING AND R-19 FOR THE <br /> WALLS. PUMP HOUSE SHALI HAVE FROST FOOTINGS AND BE HEA7ED AND <br /> r.�mx ro u.rs HAVE ELEC7RICAL LIGH7ING. MINIMUM SIZE HEA7ER $HALL BE 500W. 120V, <br /> ,,,�p„ 7 700 BTUH. BUILDING PROVIDED BY DEVEIOPER. <br /> 3. WELL CONSTRUCTION SHALL BE IN ACCORDANCE WI7H MINNES07A <br /> DEPARTMENT OF HEALTH MANDA70RY WA7ER WELL CODE REQUIREMENTS. <br /> PERMITS AND WELL LOGS SHALL BE FILED WITH 7HE MINNESOTA <br /> DEPAR7MENT OF HEALTH AND THE OWNER. <br /> ^"001""01°' 4. OWNER SHALL PROVIDE CULLIGAN WA7ER 7REATMENT SYSTEM AS REQUIRED <br /> AFTER WA7ER SAMPLES OF NEW WELL ARE OBTAINED. <br /> 5. PIPING SHALL BE CPVC SCHEDULE 80 OR COPPER. FITTINGS SHALL 8E <br /> ���K� CPVC 160 PSI OR BRASS. <br /> � <br /> ��� <br /> an amer �� <br /> N <br /> � ���� <br /> �•.�,o.��.� � ��,�.o,� <br /> �,� �,�� <br /> a w�wiant�r�rr a r <br /> �eo�c nnrran aaon <br /> PUMPHOUSE PLAN THE SPECIFICATIONS FOR 7HE WELL CONSTRUC710N MUS7 MEET THE WELL CODE <br /> REQUIREMENTS FOR A COMMUNITY PUBLIC WA7ER SUPPLY WELL; MN RULES <br /> 4725. THE WELL MUS7 MEET THE ADDITIONAL REQUIREMENTS OF SEC710N <br /> ALL WA7ERMAIN CONSTRUC710N OU751DE 7HE PUMPHOUSE SHALL BE IN ACCORDANCE 4725.5850. PLEASE N07E 7HA7 ISOLA710N DIS7ANCES FROM CER7AIN <br /> WITH STANDARD SPECIFICA710NS BY 7HE CITY ENGINEERS ASSOCIA710N OF MINNESOTA, CON7AMINAR710N SOURCES MUST BE INCREASED FOR A COMMUNITY PUBLIC <br /> 2018 EDITION. ALL WATERMAIN SHALL BE INS7ALLED A7 A MINIMUM DEP7H OF 9'. WATER SUPPLY WELL. ALL WA7ERMAIN CONSTRUCTION WITHIN THE PUMPHOUSE <br /> ALL WATERMAIN SHALL BE 2" PE 160PS1 PIPE EXCEP7 AS N07ED. THE WATER MUS7 MEET MN PLUMBING CODE. <br /> SERVICES SHALL BE 1". WHEREVER THE SEWER MAINS OR SERVICES CRO55 7HE <br /> WATERMAIN LINES, 7HE PVC SEWER SHALL HAVE NO JOINTS WITHIN 10' OF THE <br /> WATER LINES AND BE SCHEDULE 40 PVC. 7HESE PLANS WILL NEED 70 BE REVIEWED AND <br /> 7HERE ARE 15 7HREE BEDROOM UNITS. 7HE PRWECTED WATER USE FOR 7HE APPROVED BY THE MINNESOTA DEPAR7MENT OF <br /> DEVELOPMEM IS 45 BEDROOMS 71MES 100 GALLONS PER BEDROOM FOR A HEAL7H PRIOR 70 ANY CONS7RUCTION OF THE <br /> HOURS A DA�YFWI7H�A PEAK FLOW ROJEC7ED ATBTH SPDAILDY�OW TEMES2FOUR S pARA7E PLANS�ORWTHE WATER DIS7R BU710N �`Y'�O�UG��ON <br /> OR 375 GALLONS PER HOUR 71MES FOUR = 1500 GALLONS PER HOUR = 25 � <br /> BEDROOMR NIT�AND THE T07 LUNUMBER OF FIXfURR S�FOR THE915 UNffS IS AND ONSI7E SEWER SYSTEM. �OORGONS'� <br /> 443. THIS EQUA7ES 70 A DESIGN FLOW OF 107 GPM. 7HIS NUMBER INCLUDES NOt F <br /> 15 SPRINKLER HEADS IN A ZONE. IRRIGATION WILL BE CON7ROLLED BY 7HE <br /> HOA R4THER THAN INOIVIDUALS SO ONIY A SINGLE ZONE OF 15 HEADS OR ,„�,q.�y„,,,,�,�,,,,m,,,,,,,,„ Issued "�"'m�' Holling Engineering, Inc. PUMPHOUSE PLAN <br /> LESS WILL BE OPERATED A7 A TIME. un0ir^'�'�'^�^�'°^on°"'°" <br /> oewy rt.ow.na[n��e..une..en.n.. aa CM.fliCREEns <br /> r w°,ra.,��,. THE R,4NGE <br /> �. rt.o�.mie,�No. +nni J]I]EASf]3lTN SIREfET M9BSRR A�NIESO7A S.SOlB <br /> �!- or�wn ev vn,�.wz...o.ieeo•r,.usx.�e�.aioe PEQUOT LAKES, MN <br /> _�K.�� °"' �r r�•..zo.o+ o�nc uoo�xa SHEET 5 OF 5 <br />