Laserfiche WebLink
��IZ01n #1092 <br /> SOIL EYALlAF10N•REP.GR7 <br /> Department of Commerce pfd a`rsareance with Camm es,Wis.Adm.cone Page 1 of 3 <br /> Divisbn of safety and Buildings Keith E.Stoner <br /> Attach once fete site Ian on r not less than 88 x l l inches in size. Plan must Cw <br /> include.but not limited to'.vertical and horizontal reference Burnett <br /> point(B st nce to <br /> are Parcel l.D. <br /> percent slope,scab or dimensions,noun arrow,and location and elstanm to nearest road. 07034237182751606501 6000 _ <br /> please print all inform nim. Reviewed By Date <br /> Persmel Mourrabou yer provide may W used W seimi ry purposes(Pdveq Lew 8.15 04(1)(m)). <br /> Proper,Owner Propend Lomilon <br /> Mike+Linda Haskins Goyl.Lot 1/4, 114,S27,T37N,R 1 BW <br /> Properly Ownefs Mailing Address Lc l# Bbck# Sabd.Noma or CSMA <br /> 7760 E.39th Street _ I Bucks Resort Condo Unit 5 <br /> City State Zip Code Phone Number ❑ City ❑Village E Town Nearest Road <br /> Tucson I AZ 1 857301 520-237-OB33 Trade Lake I 11441 State Rd.48 <br /> ❑New Czrodro um Use: E Residential/Number of bedrooms _2 Code derived design flow rale 300 ____GPD <br /> r <br /> yy Replacement ❑ Public ar Commertiel-Describe'. <br /> Parent material_ Glacial Drift Flood plain elevation,dapphceble <br /> General comments Soil borings mnduded to verify whether an onsite sanitary system could be installed for this property. <br /> and remmmendmions'. <br /> Boring is fA Boring <br /> Opg Ground surface elev. 98.62 fl, Depth to limlang factor 30 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Gesell ption Texture StrucNre' Confided Boundary Roots GPDN <br /> i in. Murrell Ou.Sz.Caret.colorGr.Sz Sh. _ 'East -EM <br /> 1 04 7.5YR3/2 - Is Ifgr mvfr a 3f 0.70.7 I 1.6 <br /> 2 4-14 7.5YR3/4 - Is 05g ml gs 2f 0.7 ! 1.6 <br /> 3 14-30 7.SYR4/4 - s Osg ml gs If-CO 0.7 1.6 <br /> 4 30-36 I 7.5YR4/4 - s Osg ml - If 0.7 1.6 <br /> H2O 0 30' Harte dug pit cps ope a ebsting system. <br /> Boring EBoring <br /> F]Pit Ground surface alev, 100.64 8, Depth to limiting factor 0 In. Soil Application Rate <br /> Horizon Depth Dominant Cobr Redox Description ITerriure structure Consistana Boundary Rools GPDaP <br /> in. Munsell Qu.Sl Cont.Color G,Sz.Sh. 11 'EMI •DB2 <br /> 1 0-5 7.5YR3/1 c2d5YR5/8 sl 2msbk river a 3f-cm 0.6 1.0 <br /> 2 5-16 7.SYR4/4 c2d5YR5/8 S Osg ml gs 2f-m 0.7 1.6 <br /> 3 16-20 7.5YR4/3 C2d5YR5/8 fs Osg ml gs if 0.5 1.0 <br /> 4 20-26 7.5YR4/3 c2d5YR5/8 fE _ Ogg ml _ 1f I 0.5 LO <br /> H2O @ 20" <br /> -Effluent#1=BOD,,>30-220 mglL and TSS 30 150 mg/L •Efluent#2=EI 30 mg&and TSS c30 mall. <br /> CST Name(Please Pring Signature: _ C5T Number <br /> Keith E.Stoner 224059 <br /> Andres$ Keith E.Stoner De is Evaluation Conducted TalepW-Numoer <br /> 23220 Wood Creek Rd.Seen,WI 54872 8/12/71 715853-2324 <br /> snn.mo a., <br />