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09-10-1990 Council Packet
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09-10-1990 Council Packet
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f Bonestroo <br />Rosene <br />Anderlik & <br />Associates <br />Engineers & Architects <br />September 6, 1990 <br />City of Orono <br />Lojk ^6 <br />Crystal Bey, MN 55323 <br />Attn« Ml. John Gerhardson <br />Re: Veil No. 3 <br />O.'ono, NN <br />File No. 13949 <br />Otto G aonettioo PE <br />Booen * PE <br />jowof C Anaertiit, PE <br />M^rxnr) L SofvaU. PE <br />PitnaRj E Tufnff P£ <br />jam« C Otior pE <br />Gie^i g Cook. PE <br />Tho«»Mt E NoyP\ PE <br />ItoOfft G StruncTM. PE <br />SoM«' M EOWI C P A <br />KMn A Go<oor PE <br />Kicnna '* foiwf PE <br />OonM C BuiQJidL PE <br />.(«ftv A Bouroon PE <br />Mare A Manvxt PE <br />tW < PE <br />Mcnae* r Rautmann. PE <br />tooeft a P<pt»tfie PE <br />DavKj O U3UVU. PE <br />thomai Pftffvxi. PE <br />^fccfar C Lyncn PE <br />jamn a Maiarx]. pe <br />Kennetn P Anaenor PE <br />Mart R floPi PE <br />■doott C Ruun. AIA <br />E Anguv PE <br />Hotwanj A SaotoitJ PE <br />Daniel i Eogetton. PE <br />Mart A S«i PE <br />Ptukp J Catwe« “E <br />i«na« Maitmn. PE <br />Mare □ VUMv PE <br />Thomai R Anoffwn. A IA <br />Gary F Rytancm. PE <br />Mae* B Jenten. PE <br />L Pnoip Gfavei « PE <br />tent C Ptumaii AiA <br />Agnes M R>r>g. A IC P <br />Jetty O Rwtaen. PE <br />CetiAo Or«v«t PE <br />CFianei a Encuon <br />Leo M Pawersky <br />Manan M Oryx’ <br />V WiU l.r J <br />SS^UO’-rJ <br />CITY tif (tROND <br />w~ <br />,'S <br />Dear Jonn: <br />This letter is to provide a report on the current status of the construction <br />of Veil No. 3. Based on data from test pumping the well, it appears that the <br />cavity in the JordEux sandstone has not stabilized and the veil in its present <br />condition''vill pump sand each time it is started at rates as low as 500 gpm. <br />Enclosed is a sketch of the well tor discussion purposes. Approximately 350 <br />cu. yds. of sandstone was removed by pressurizing and airlifting. <br />Pressurizing is intended to loosen soft material to allow its removal. <br />Pressurization and boiling cycles are continued until little material is drawn <br />into the cavity. These pressurization cycles were completed on the well prior <br />to installing the test pump. <br />Testing of the well was started at a low rate and increased in steps as the <br />sand content at each rate decreased. The pumpage rate was then reduced to <br />determine the sand free capacity of the well. It was desired to develop well <br />No. 3 at 1000 gpm cmd tested at rates up to 1600 gpm. Generally wells of this <br />type pump sand free at rates of 1200-1400 gpm and are operated at the lover <br />1000 gpm. <br />However, Well No. 3 when pumped continuously was not sand free until the rate <br />was dropped to 500-600 gpm. Because the permanent pump will be started and <br />stopped in response to pressure in the hydropnematic tank, the test pump was <br />cycled at 500 gpm. This test shoved that the well would pump sand at each <br />start, and therefore cause substantial maintenance problems in the pumping <br />facility and distribution system. <br />2335 West Highway 36 • St. Paul, Minnesota 55113 • 612-636-4600
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