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2006/01/18 - SANITARY - SAN - Other
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TOWN OF UNION
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25506
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2006/01/18 - SANITARY - SAN - Other
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Last modified
3/5/2020 2:50:07 PM
Creation date
10/2/2017 2:45:21 AM
Metadata
Fields
Template:
Property Files v2
Document Date
1/18/2006
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
25506
Pin Number
07-036-2-40-17-30-5 15-585-016000
Legacy Pin
036910501600
Municipality
TOWN OF UNION
Owner Name
DEBRA KOLB & MARC CHRISTOPHER LUTHER
Property Address
27956 PINE CONE LN
City
DANBURY
State
WI
Zip
54830
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Combination Tank Component Cross Section <br /> Approved Manhole Covers With Warning Labels <br /> and Locking Device/4" Min. Above Final Grade <br /> \ <br /> Weather Proof Junction Box <br /> Electric per NEC 300& COMM. <br /> 16.28 WAC <br /> man6,l as 1 " Discon ct <br /> F'e� _ <br /> gv.as717) j —� Alternate Outlet Location <br /> W,Approved 4" Sleeve <br /> I i <br /> I'l" — Appro%ed Force Main Diam <br /> Effluent Filter <br /> Baftl < or= to I%8" Weep Hole or Anti Siphon Derice <br /> Particie Size A <br /> B Pump Off El--,. SSS.Y' <br /> C — <br /> Tank Mfr. -544 r✓ <br /> D <br /> Dose Tank Elev, 9g.67 <br /> Vertical Difference Between Pump Off and DistributionPipe = 4 <br /> Minimum Required Supply Pressure ...................................... _ <br /> /S FT. of Force Main x el Friction Factor 100FT. ... <br /> Total Dynamic Head .................... 173 <br /> Number of Doses... _ Per Day Gal. Per Day;iiof Doses= 7S Gal. <br /> Volume of Backflow - .................... ..... ... <br /> .. .. .. . . ....................... = 1.9 Gal. <br /> . . . . . . <br /> Total Dose Volume..................................................................... = 77.9 Gal. <br /> Pump Tank Capacity 41tA Gallons Dimensions Inches Gallons <br /> Pump TankVolune /G_47Gabinch A J..3 11,7 <br /> Pump Mfr, 0"e- B —C 7 3a•9 <br /> Pump Model /si <br /> D <br /> Minimum Discharge Rate= � GPM <br /> Alarm Mfr. SJ& Total= 3c? loy� <br /> Alarm ModelYi94K #14,t, <br /> Bed Tank per COMM. 83.45(5) <br /> Anchor Tank as necessary to negate buoyant forces per COMM. 83.43(8)(g). <br />
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