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2004/01/13 - SANITARY - SAN - Other
Burnett-County
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TOWN OF OAKLAND
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14845
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2004/01/13 - SANITARY - SAN - Other
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Last modified
3/6/2020 4:36:15 AM
Creation date
9/28/2017 8:11:15 PM
Metadata
Fields
Template:
Property Files v2
Document Date
1/13/2004
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
14845
Pin Number
07-020-2-40-16-16-5 15-535-049000
Legacy Pin
020932504900
Municipality
TOWN OF OAKLAND
Owner Name
RENAE L WRIGHT
Property Address
7176 FREMSTED RD
City
DANBURY
State
WI
Zip
54830
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WlsconsnDepartment ofCommerce SOIL EVALUATION REPORT <br /> DMsion of Safety aBuildings _ 3 <br /> . nd in accordance with Comm 85,Wis. Adm. Code Page o f <br /> Attach complete site plan anCott <br /> paper not less than B 1/2 x/1 inches In size.Plan must b 13 c`k h £ 71,t <br /> include.but not limited to:vertical and horizontal reference point(BM),direction and1 <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parotel I.DO <br /> Please print all information. Revi Date <br /> is.noiW ifift"6 ion Ya provide mW be used for aaeonday Purposes(Privacy law,s.15.04(1)(m))• <br /> Property Owner13);Li 03 <br /> vin Property location <br /> r(ai-iq Va-5i ilIou- Govt Lot E(o W:5k 114l✓W1!4 S MaT yQ N R //v <br /> Property Owner's Mailing Address <br /> /Y317 $fewer r t• Zn. Block# Subd.Name or CSMA <br /> City State Zp Cade Phone Number I r <br /> Ally SS3 4S ❑Criy ❑village Town Nearest Road <br /> ( ser ) 935-1Ob0 <br /> ® New Construction rt°m fP <br /> Use:® Residential/Number of bedrooms�_ Code derived design flow rate '?00 <br /> GPD <br /> ❑Replacement i <br /> ❑ Public a commercial-Describe: <br /> Parent material r~24 c/a/ n,/1 Flood Plain elevation if applicable ti14 <br /> General corrimattsft. <br /> and recommendations: sus' [/e v. g d.f- <br /> 935- , <br /> Boring a Boring <br /> ® Pit Ground surface alev. '?(4, 7 ft Depth to limiting factor 2 7g in. <br /> Horizon Depth Dominant Col Redox D Sol Ao lication Rate <br /> ascription Texture Structure Consistence Boundary Roots GPD/ff <br /> in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. <br /> O--S 7.SYR /5 •ErT#t *E,"2 <br /> /msbk rn l cs 3co 07 /, a <br /> d, S- 3 75-M ``/,y. /s sb!< v✓J I e-5 3 Co • 7 <br /> 3 3Y—60 rr& `+/4 ICS-1146- a rn&b n rs tss I m <br /> 6a-78 7.rYR y/ — litMs6/c <br /> mvfr 65 -, , 5` , 9 <br /> I I I <br /> I <br /> Sorin# + Boring / <br /> ItJ Pit Ground surface elev. �//+ 7 R Depth to limiting factor >-76 in. <br /> Horizon Depth Dominant Color Redox Description Texture Structure ConsistencePlBoundfr�, �Rwts Soil A GPD/fF n Rate <br /> in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. / I •Ef`r2 I <br /> I <br /> 6- 6 �s911 '/� -- /S /rhs6/< rn I 3 _o I . -� <br /> . 7 <br /> /� a 5 5 � � I �5 3 r, � 17 <br /> l-I 9s 76 SY/l �//y - I /fs Gr J,mSAk <br /> Effluent#1 =BOD.>30<220 mg/L and TSS>20<150 mg/L E`"uent Q =BOD <30 mg/l,and TSS<30 rngil- <br /> CST Name (P[-> P iii Signature <br /> J�rm Es Sr r �t n fels0 � �Address Y ),o- i <br /> Date Evatuation Conducted Tele <br /> phone Nurnber j <br /> Zl�fO 3 6�„/c! l,U.' (7 .2203 x/57 <br />
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