Laserfiche WebLink
,�� <br /> SOIL EVALUATION REPORT b(Z�6:4i?{;�T4L #1237 <br /> Sip Depamnenl of Safety and Professional Services Page 1 of 3 <br /> � Division of Salety and Buildings rReviewed <br /> Keith E.Stoner <br /> 'e. cai in accordance with Comm 85,Wis.Adm,Code <br /> Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must Bunnell <br /> include,but not limiletl to:vertical and horizontal reference point(BM),direction and <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. <br /> -0-14-24-5 05-004-023000 <br /> Please print all information. <br /> Date <br /> PeRana,Nlnrme0on you proMe mar he men for semraary lwmoses(Pmacv lar.,s.15.04(0 lm)), Iv/ 7-3/-/1r' <br /> Property Omer Property Location JkL <br /> Daniel&Elizabeth Bmdos Gov.Lot 415 1/4. 1/4,524,T40N, R14W <br /> Property Owner's Mailing Address Lot# Block# I sum.Name or CSM# <br /> 1544 Crimson King Ct Z? <br /> City State Zip Code Phone Number ❑ City ❑village F <br /> j Town Nearest Road <br /> Geneseo I IL 1 61254 Scott 1 1170 Roberts Rd <br /> ❑New Construction Use: ❑ Residential/Number of bec rooms 3 Code derived design Roca rate 450 GPD <br /> Fj Replacement ❑ Public or commerpal-Describe: <br /> Parent mated-al Glacial Drift Flood plainekrvatkn,it applicabk NA It, <br /> General comments Propose 3 cells of leaching chambers using a.7 SAR. Add additional chambers as space avail"due to dmeway improuments.' <br /> andrecommendations: Upslope Cell#15E=95.40'. Ce11#25E,96,W. Oowmslope CHl#35E=94.50'. Centerlines olcellsstaked, <br /> 1_1eomg# ❑Boring <br /> ®P8 Ground surface elev. 96.62 ft. Depth to limiting factor >109 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistenux Boundary Roots GPD/R <br /> in. Munsell Du.Sz,Cont.Color Gr.Sz.Sh. 'Effort •En#2 <br /> 1 04 7.5YR3/2 - Is lfgr mvfr a 31f-co 0.7 1.6 <br /> 2 4-7 7.5YR5/3 - Is O59 ml gs 31f-co 0.7 1.6 <br /> 3 7-20 7.5YR4/4 - Is O59 ml gs 2f-m 0.7 1.6 <br /> 4 20-79 7.5YR4/4 - s Osg ml gs 2f-m 0.7 1.6 <br /> 5 79-100 5YR4/4 - s Ogg ml gs if-m 0.7 1.6 <br /> 6 100-109 7.5YR4/4 I - sr fS 059 ml - - 0.5 1.0 <br /> #6-I-bards of IS SYR4/4 <br /> Boring# ❑Boring <br /> ®Pit Ground surface elev. 98.32 ft. Depth to limiting factor >110 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description _ -Texture Structure Consisten Bountlary Roots GPDW <br /> in. Munsell Qu.Sz.Cant.Color Gr.Sz.Sh. •E#It 'EM <br /> 1 0-3 7.5YR3/2 - Is ifgr mvfr a 3fco 0.7 1.6 <br /> 2 343 7.5YR4-4 - Is OSg ml gs 3f-co 0.7 1.6 <br /> 3 43-81 7.SYR4/4 - s Osg ml gs 2fco 0.7 1.6 <br /> 4 81-110 7.5YR5/4 - s O59 ml - 2f-m 0.7 1.6 <br /> - #2- 12 x 16"indus rn of sl 5YR4/4 #4-1"bands of Is SYR4/4 <br /> -Effluent#1=800s>3o<220 mg4ianC 7SS>30-150 mgVL t8 nt 02=BODs<30 mill.and TSS<30 mg/L <br /> CST Name(Please Print Signature: CST Number <br /> Keith E. Stoner } 1 1 _ 224059 <br /> Atltlress Keith E.Stoner Dae Evaluation Conducted Telephone Number <br /> 23220 Wood Creek rd.Siren,WI 5487.2.,, .,,, 7/152014 715-6532324 <br />