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2004/02/17 - SANITARY - SAN - Other
Burnett-County
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TOWN OF OAKLAND
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14193
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2004/02/17 - SANITARY - SAN - Other
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Last modified
3/6/2020 3:52:04 AM
Creation date
10/3/2017 12:23:29 AM
Metadata
Fields
Template:
Property Files v2
Document Date
2/17/2004
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
14193
Pin Number
07-020-2-40-16-34-5 15-090-027000
Legacy Pin
020910003600
Municipality
TOWN OF OAKLAND
Owner Name
BRYAN L & SUSAN O PETERSON
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W itcagin Department of Commerce SOIL EVALUATION REPORT Page <br /> Division of Safety and Buildings <br /> in accordance with Comm 85,Ms. Adm, Code <br /> Attach complete site plan an paper not less than 8 1/2 x 11 inches In size.Plan must <br /> include,but not limited to:vertical and horizontal reference point(BM),direction andp <br /> /640 <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. �d —oJ/d 0 0,H 00 <br /> Please print all information. Reviewed Date <br /> Personal irdamMion you provide maybe used for secondary purposes(Privacy Law.s.15.04(1)(mp. r <br /> Property Ownerl "y o3 <br /> Property lacetltxt <br /> (fhmy-rn ani e Ale/son Govt lot $E ila SE 1/4 S s 4 r <br /> yp N R /L E(or_6 <br /> Properly Owners Mailing Address Lot# Block# Subd.Name or CSM# <br /> P-6 80K 1#37? 3s3 _rs[ kd. Old Rio v)sfa l _ v 114 P, / <br /> Cay Slats ZPCocle Phone Number p City p Village ®Town Nearest Road <br /> Sgvanndh Ga. 31406 (Rl, j3St--76'86 Onkla"j F. 0evi15lie dci <br /> ® New Construction Use:® Residential/Number of bedrooms Code derived design now rate $ GPD <br /> ❑Replacement ❑ Public or commercial-Describe: <br /> Paront material /ncr a 1 4)r,'6 Flood Plain elevation if applicable /V//5?General R. <br /> SYS. c/elev gy, <br /> recommendations:and <br /> g l❑]� Boringp/ <br /> Z MJ Pit Ground surface elev. r IO , R Depth to limiting factor 7 7t in. <br /> Soil Aoclication Rate <br /> Horizon Depth Dominant Col Redox Description Texture Stricture Consistence Boundary Roots GPDM <br /> in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. I 'Eif#1 •Eff#2 <br /> l <br /> '0-6 >..syR s/.- 1 /S /Ma6,- r-) 1 c s 3co . 7 Ad1 <br /> iit' -7.SIM 4/9 /FS /nrsik ,,, f !rs 3m S 9 <br /> Fs o.4 „, ► s IM S , 9 <br /> Boring# ❑ Boring q <br /> (� pit Ground surface elev. /.S 7 R. Depth to limiting factor Ss in. <br /> Soil Aeclication Rate I <br /> Horizon Depth Dominant Coil Redox Description Texture Structure Consistence Boundary Roots GPD/ff i <br /> in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. <br /> / o-S 7.s 77J j/r. I /S /msb/c n, 1 ! Es 3e-0 .-7 / A I <br /> rns o s 5 <br /> ss--61 7.6'-9A Y4 rpt{ —SYR-MB Sc/ <br /> 6/- IX 7sYR M/ — fs ©sy ! w, 1 6.5 <br /> I i I <br /> I <br /> Effluent#1 =BOD >30:i 220 nxyL and TSS>30<150 mgA.. Eluent#2=BOO <30 mg)L and TSS<30 mgtL <br /> CST Name (Pr=�airy% Signature CST I Axrtoer <br /> n,JAmE.5 S. Dai,r-eb ' 73 iid40-" <br /> Address Date Evaluation Conaucted Telephone Nunoer <br /> 21760 3 ICP UJ.- s` 3 - a 3-a 3 f��ti - W6 <br />
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