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2006/03/20 - SANITARY - SAN - Other - 30914
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2006/03/20 - SANITARY - SAN - Other - 30914
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Last modified
3/6/2020 2:44:12 AM
Creation date
1/23/2018 12:07:37 PM
Metadata
Fields
Template:
Property Files v2
Document Date
3/20/2006
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
County Permit Number
30914
Tax ID
13290
Pin Number
07-020-2-40-16-14-5 05-005-030000
Legacy Pin
020431406300
Municipality
TOWN OF OAKLAND
Owner Name
DONALD C & KATHLEEN A WALKER
Property Address
6517 S VEIT DR
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 /> \ Weather Proof Junction Box <br /> Electric per NEC 300&COMM. <br /> 16.28 WAC <br /> /»RMI�oIC Af pen .I, Discon ct <br /> Lam 94.ds(7)(c) c Alternate Outlet Location <br /> W/Approved 4" Sleeve <br /> Inlet Approved Force Main Diam. <br /> Effluent Filter <br /> � <br /> Baffle <or=to 1/8" Weep Hole or Anti Siphon Device <br /> Particle Size A <br /> B Pump Off Elev. 7 9. 83 <br /> C <br /> Tank Mfr. 'SK`t u, <br /> D <br /> Dose Tank Elev. 79.0 <br /> Vertical Difference Between Pump Off and Distribution Pipe= /6 <br /> Minimum Required Supply Pressure................... .. . . . . . . ... _ <br /> FT.of Force Main x d Friction Factor/100FT. ... = d•a <br /> Total Dynamic Head...................._ !8•d <br /> Number of Doses... (� Per Day Gal.Per Day/#of Doses= 7S Gal. <br /> Volumeof Backflow .................................................................... = 17.47.4 Gal. <br /> TotalDose Volume............................................................._...... = 94.1 Gal. <br /> Pump Tank Capacity 64A Gallons Dimensions Inches Gallons <br /> Pump Tank Volune /_47 Gal/Inch A M-4 'W-,- <br /> Pump Mfr. 2 o c (fie. B A LA--9 <br /> C11.7 <br /> Pump Model /Sd D S. / <br /> 69.7 <br /> Minimum Discharge Rate= — GPM <br /> Alarm Mfr. S SG Total= 3 9 6 9J, <br /> Alarm Model <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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