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wsc ,sin Department of Indus .:SOIL AND SITE EVALUATION R E P O-R T • Page I of 3 <br /> ' ^1-abo�r�Human Relations �' <br /> Division of Safoty&Buildings <br /> .`. `' in accord with ILHR 83.05,Wis.Adm. Code <br /> COUNTY • <br /> Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include,but DANE <br /> not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL I.D. <br /> dimensioned,north arrow,and location and distance to nearest.road. <br /> REVIEWED BY <br /> 'APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION pATi <br /> PROPERTY OWNER: PROPERTY LOCATION S S W 30:- <br /> 7 <br /> HERBERT RINDY ` <br /> PROPERTY 9WN R'S MAILING ADDRESS i 1�4 V4,S N,R 6 E <br /> 3444 RYAN RD LOT# BLOCK# SUBD.NAME OiiixnOSED <br /> CITY,STATE ZIP CODE PHONE NUMBER ❑CITY <br /> BLUE MOUNDS, WI 53517 (60$ 767-3430 OVILLAGE [MOWN NEAREST ROAD <br /> • <br /> VERMONT RYAN <br /> [ '(New_Construction Use[ 4 Residential/Number of bedrooms 2 <br /> I ] Replacement 300[ ] Public or commercial describe [ ] Addition to existing building <br /> . Code derived daily flow gpd Recommended design loading rate 0 'S bed,gpd/ft' 0 . 6 trench,gpd/112 <br /> Absorp. area required 600 bed,ft2 500 trench,ft2 Maximum design loading rate 0 .5 bed,gpd/ft2 0 . 6 trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s) SEE PLOT PLAN ft (as referred to site plan benchmark) <br /> Additional design/site considerations <br /> Parent material LOES S, SANDSTONE <br /> Flood plain elevation,if applicable rJ/A ft <br /> S=Suitable for system CONVENTIONAL MOUND ' IN-GROUND•G PRESSURE AT-GRADE I SYSTEM IN FILL HOLDING TANK <br /> U=Unsuitable for s stem `i ii <br /> • F;�� X lx I) <br /> SOIL DESCRIPTION REPORT <br /> Boring Horizons <br /> Depth Dominant Color Mottles Structure "�°'SY I 2 <br /> in. Mansell Ou.Sz.Cont.Color Texture Consistence RooTS eou4D.' GPD/f t' <br /> f+„.•.,'.`'.`,' A 0-5 10YR3 3 Gr. Sz. Sh. <br /> • / Bed Trends <br /> r.; <br /> ifs 2mgr <br /> l<;> vfr 3fcoas 0 .5 0 . 6 <br /> B 5-13 10YR5/6 - lfs 2fsbk -vfr 2fcocs 0.5 0 . 6 <br /> • Ground Cl 13-38 10YR5/4 lfs lfsbk fr <br /> elev. 2fcJCS 1 0 .5 0 . 6 <br /> 99 . 1' C2 38-53 10YR5/4 f3d10YR6/3 sl lfsbk fi 1fcc 0 .4 0.5 <br /> Depth to <br /> limiting <br /> factor <br /> 38” <br /> Remarks: <br /> • Boring If <br /> r"`�"'����^.> A 0-6 10YR3/3 <br /> :< <br /> `""'2'P sl 2m vfr 2fc a s 0 .5 C . 6 <br /> P �.•>�:::: f C1 6-29_ 1OYR5/4 sl lfsbk fr <br /> r. ::;;:-:. 2fc cs 0 .4 0 .5 <br /> Ground C2 29-44 10YR5/4 <br /> • sl lfsb)c Li lfc cs 0 .4 .5 <br /> elev. ---- <br /> 102 .2' R +44 * <br /> Depth to — ` <br /> limiting - <br /> — <br /> 411ciUr <br /> Remarks: * sandstone bedrock <br /> ':ST Name:Piease Pr ftFFREY L. FHAMMES Phone: <br /> Address: 62 1-9 UJUN'1-RYSTIIE—LAIVI;,< ' • • 1 , n 3 0 (608) 233-9200 <br /> Signature: Date: '-- <br /> ( o��,4b CST Number:2 23Q <br />