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HomeMy WebLinkAbout026-1126-06-000 (3) SOIL AND SITE EVALU Page? of 3 Depa,tmentofindustry, id Human Relations of Safety & Buildings in accord with ILHR 83. ACS.p~e PUN Attach complete site plan on paper not less than 8 1/2 x 11 inches in si an mut include, TJ'A not limited to vertical and horizontal reference point (BM), direction and slopes spalad~ dimensioned, north arrow, and location and distance to nearest road. DATE APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATI up4? PROPERTY OWNER: LOCAT EVY ~ I~ n Ian G Ord 1 to w 1/4,S 12 T 30 N,R f(or) W 11-.. Tric PROP WNER':S MAILING ADDRESS LOT # # SUBD. NAME OR CSM # W, S ti<0(~~> 40 h 1505 H 65 CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE [2FOWN NEAREST ROAD New Richmond WI. 54017 b15) 246-2320 Addition to existing building [24 New Construction Use [x ] Residential / Number of bedrooms 4 [ 1 I ] Replacement [ ] Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate . 5 bed, gpd/ft2 .6 trench, gpd/ft2 1200 bed, ft2 1000 trench, ft2 Maximum design loading rate .5 bed, gpd/ft2 .6 trench, gpd/ft2 Absorption area required Recommended infiltration surface elevation(s) 98.20 It (as referred to site plan benchmark) Additional design / site considerations trenches spaced to code 4.00' below grade Parent material outwash over drift -Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable fors stem ®S ❑ U ®S ❑ U ®S U rR S U S ~U ? U~ J SOIL DESCRIPTION REPORT co Structure G P D/ft Dominant Color Mottles Texture Gr. Sz. Sh. Consistence BourQy Roots Bed Trench Munsell Qu. Sz. Cont. Color 10 r 3/3 none 2f .5 .6 .S Boring # [;6 7.5 r 4/4 none sl 2msbk mvfr if .5 .6 5 Ground 7.5 r 4/4 none cos os ml na / elev. ' 102.2 ft. Depth to limiting factor `1 +9611 Remarks: Boring # S 1 0-10 10 r 3/3 none 2 10-37 7.5 r 4/4 none sl 2msbk mvfr if .5 .6 3 37-10 7.5 r 4 4 none cos os M1 na na .7i .8 Ground elev. 102.1 ft. Depth to limiting 1' factor +100" Remarks: CST Name:--Please Print Gary L. Steel Phone: 715-246-6200 Address: 1554 200th. Av ew Richmond ,NI 54017 c~ Signature: Date: 5-31-2000 CST Number: m02298 pt PROPERTYOWNER Derrick Const Inr~ SOIL DESCRIPTION REPORT Page 2 of PARCEL I.D. # pending Depth Dominant Color Mottles Boring # Fizon Texture Structure Consistence Boundary Roots GP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench .0 1 n., 0-12 10yr 3/3 none 2mghk mfr r-C; 2f 3 y 2 12-36 7. Ground 3 36-96 7.5 r 4/4 on elev. - Cos Qsg MI 101.4 ft. Depth to limiting factor +96" n Remarks: Boring # 1 0-13 10r 3/3 n e S1 2msbk Mfr 2f "..:4... 2 13-24 10 r 4/4 , Ground 3 24-78 7.5 r 4/6 none ms os ml na .7 .8 - elev. 4 78-90 7.5 r 4/4 -nane , S1 2msbk mfr 100.4 ft.. na na 5! .6 Depth to limiting factor +90" Remarks: Boring # 1 0-9 10yr3/3 none sl 2msbk mfr gw if .5 .6 S 2-- 9-23 10yr4/4 none sl 2csbk mfr gw if .5 .6 .S7 f`......... 3 23-65 7.5yr4/6 none is Osg mvfr Ground gw na .7 .8 elev. 4 65-90 7.5yr4/4 none sl 2msbk mfr na na .5 .6 , S 100.4 ft. Depth to limiting factor +9011 Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) STEEL'S SOIL SERVICE Gary L. Steel Derrick Construction, Inc. 1554 200th Ave. CSTM2298 NE4SW4 S12-T30N-R18w New Richmond, WI 54017 MPRSW-3254 town of Richmond (715) 246-6200 lot #6-Brushy Mound Lake .This soil evaluation was conducted to. satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. ✓N '1 11=40' ice= top of 11' pvc pipe C el. 100.00' top of 1° pvc pipe C el. 100.80' v l r3.3~ P VW Gary L. Steel 5-31-2000 99 x i \ 999.4 / 996 3 - LOT 2 991. - 4343 SQ. FT. 2.17 ACRES 993.5 / B-20 x B-1 , X2.7 , B-4 BO3 0 -5 B -3 B-5 y ;5 O / / 2 LOT B-1 00 / UMITS OF DRAINAGE EASEMENT ~O 2.4x^ x 97002 SQ.FT. / 2.23 ACRES 991.(3 0 -2 %.V AM U sr Sf.4 41 B \ 2 B- 3 x 894,62 S FT 00 99.205 ACR •5 B- - x 990.5 100 YEAR FLOOD AS SHOWN ON A i ! _5© DRAWN BY THE C -L 5 99077 SQ. j B 2.2`/ ACRES 3 B-2( o B,- .;%,~V L6 -999.7 B-2 'r4 Building Setback Line (100' from R.O.W) (75' from Shoreline) MINARY PLAT OF BRUSHY MOUND LAKE Parcel 026-1126-06-000 03/07/2008 08:01 AM PAGE 1 OF 1 Alt. Parcel 12.30.18.767 026 - TOWN OF RICHMOND Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O -JOHNSON, FOY E W & HELEN L FOY E W & HELEN L JOHNSON 4402 LONESOME DEER CT LONGVIEW TX 75604 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description 1634 WATERS EDGE DR SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 1.970 Plat: 08-013-WATERS EDGE LOTS 1/49 2000 SEC 12 T30N R18W PT NE SW WATERS EDGE Block/Condo Bldg: LOT 06 LOT 6 1.970AC Tract(s): (Sec-Twn-Rng 40 1 /4 160 1/4) 12-30N-18W NE SW Notes: Parcel History: Date Doc # Vol/Page Type 10/30/2006 837710 WD 06/30/2005 798995 2833/269 WD 09/29/2000 630775 8/13 PLAT 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 06/20/2002 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.970 56,100 0 56,100 NO Totals for 2008: General Property 1.970 56,100 0 56,100 Woodland 0.000 0 0 Totals for 2007: General Property 1.970 56,100 0 56,100 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 12/04/1998 Batch PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00