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2005/04/07 - SANITARY - SAN - Other
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TOWN OF SCOTT
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18214
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2005/04/07 - SANITARY - SAN - Other
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Last modified
3/6/2020 8:29:51 AM
Creation date
10/1/2017 2:47:46 PM
Metadata
Fields
Template:
Property Files v2
Document Date
4/7/2005
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
18214
Pin Number
07-028-2-40-14-19-5 05-003-013000
Legacy Pin
028411903900
Municipality
TOWN OF SCOTT
Owner Name
EDWARD MACK LYNN A OGREN
Property Address
3086 KILSTROM RD
City
WEBSTER
State
WI
Zip
54893
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7or, ( I <br /> Combination Tank Component Cross Section <br /> Approved Manhole Covers With Warning Labels <br /> and Locking Device/4" Min.Above Final Grade <br /> \ Weather Proof Junction Box <br /> / Electric per NEC 300&COMM. <br /> f/ 16.28 WAC <br /> Discon ct <br /> /►7RMIEoIC ks pvr — 'I <br /> Alternate Outlet Location <br /> W/Approved 4" Sleeve <br /> Inlet Approved Force Main Diam. <br /> Effluent Filter <br /> Baffle <or=to 1/8" Weep Hole or Anti Siphon Device <br /> Particle Size A <br /> B Pump Off Elev. 9d•33 <br /> C <br /> Tank Mfr. <br /> D <br /> Dose Tank Elev. 9�•S <br /> Vertical Difference Between Pump Off and Distribution Pipe= 7. 4 <br /> Minimum Required Supply Pressure ...................................... = tr.*:r 4".5-5- <br /> 30 <br /> ,.5-S`30 FT.of Force Main x Friction Factor/100FT. ...= t.3-P- e ,yt <br /> Total Dynamic Head .................... = !-!*-r2. 3 6 <br /> Number of Doses... _ 4 Per Day Gal. Per Day/#of Doses= So Gal. <br /> Volume of Backflow .................................................................... = 4.4 Gal. <br /> Total Dose Volume ............................................................._...... = jrv.Y Gal. <br /> Pump Tank Capacity SU Gallons Dimensions Inches Gallons <br /> Pump Tank Volune /9..3 Gal/Inch A ,10% to <br /> B A AS.!c- <br /> Pump Mfr. C 3. 9 SIV.CP <br /> Pump Model /S-;"' D _� /4ti• <br /> Minimum Discharge Rate= ..$r- GPM <br /> Alarm Mfr. l i9rin Total= <br /> Alarm Model .D <br /> Bed Tank per COMM. 83.45(5) <br /> Anchor Tank as necessary to negate buoyant forces per COMM. 83.43(8)(g). <br /> RES Irl"W <br />
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