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HomeMy WebLinkAbout026-1126-02-000 (2) t Wisconsin Npartment of Industry, SOIL AND SITE E V A L U A O R T Page 1 of 3 Labor ano F#uman Relations Division of Safety & Buildings in accord with ILHR 83. COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in ze Ian e, but " St. Croix not limited to vertical and horizontal reference point (BM), direction a of slo~ ale or~~~i~ , ARCEL I.D. # Q Z ~~Zh~Z~~ dimensioned, north arrow, and location and distance to nearest road - ,l : , ~QQ np APPLICANT INFORMATION-PLEASE PRINT ALL INFORM J 1t~~ CPN v~ J EVEWED'BYy~~p'Uati~ DATE o PROPERTY OWNER: 'PROPER orl"I a q4)P S 1/4,S 12 T 3 N,R 18 (or) W Derrick Const. Inc. 6OVI,_Lb PROPERTY OWNER':S MAILING ADDRESS #t # BD. NAME OR CSM # W-16Z ` S 60 y&' ake 1505 Hy #65 na CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE QfOWN NEAREST ROAD . St. New Richmond, WI. (715 246-2320 Richmond 140th [x] New Construction Use [ x] Residential I Number of bedrooms 4 [ ] Addition to existing building [ ] Replacement ( ] Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate .7 bed, gpd/ft2 .8 trench, gpd/ft2 Absorption area required 858 bed, ft2 750 trench, ft2 Maximum design loading rate .7 bed, gpd/ft2__,$-trench, gpd/ft2 Recommended infiltration surface elevation(s) 96.50 It (as referred to site plan benchmark) Additional design / site considerations na Parent material outwash Flood plain elevation, if applicable na It S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U ❑ S ® U U = Unsuitable fors stem EIS ❑ U DrS El U :91 S El U ® S El U CAS U] Aj~ T I, 7AM~ SOIL DESCRIPTION REPORT kU._3 C.& " . Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trtch 1 0-10 10 r 3 3 none 1 2msbk mfr 9W 2f .51 .6 2 10-37 7.5 r 4 4 none scl 2msbk mfr aw if .4 .5 ' Ground 3 37-96 7.5 r 4/4 none cos os mvfr na .7 elev. 100 - 4 ft. W~l c ~t o S Depth to LJ LC limiting factor Remarks: Boring # Mfr rR 9f 2msbk -9: .6 1 0-12 10 r 2 2 none 2 2 12-36 7.5 r 4 3 36-96 7.5 r 4/4 none cos os mvfr na na .7 .8 Ground elev. 100.11. Depth to limiting factor Remarks: CST Name:--Please Print Gary L. Steel Phone: 715-246-6200 Address: 1554 200th. Ave4voy Richmond I 54017 Signature: Date: 5-30-2000 CST Number: m02298 1 PROPERTYOWNER Derrick c'nnci-_ Tnt- SOIL DESCRIPTION REPORT Page .2 of 3 PARCEL LD. # pending Depth Dominant Color Mottles Structure GPD/ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench 1 0-14 10 r 3/3 none 1 2msbk mfr cs 2f .5 .6 S 3 2 14-34 7.5 r 4/4 none scl 2msbk mfr if .4 .5 Ground 3 34-96 } elev. 100.4 ft. Depth to limiting factor +96" Remarks: Boring # _ 1 0-10 10 r 3/3 none 1 2msbk mfr cs 2f .5 .6 .5 4 « 2 10-21 10 r 4/4 none sil 2msbk mfr if .5: .6 Ground 3 21-43 7.5yr 4/4 none scl 2msbk mfr 9w if .4 .5 elv. 100.4 ft. 4 43-96 7.5 r 4/6 none cos os ml na na .7: .8 Depth to limiting factor +96" Remarks: Boring # 1 0-12 10 r 2/2 none 1 2msbk mfr gw 2f .5 .6 5 2 12-25 7.5 r 4/4 none scl 2msbk mfr w if .4 .5 . Ground 3 25-48 7.5 r 4 4 none sil 2csbk mfi na .5 .6 S elev. 4 48-96 7.5 r 4/4 none cos os mvfr na na .7 .8 100.5 ft. Depth to limiting factor +96" Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) STEEL'S SOIL SERVICE l Gary L. Steel Derrick Construction, Inc. 1554 200th Ave. CSTM2298 SE4Nw4 S12-T31N-R18w New Richmond, WI 54017 MPRSW-3254 townof Richmond (715) 246-6200 lot #2-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. c- N 1"=40' Z--BM.= top of 111 pvc pipe C el. 100.00, Alt. BM.= top of 1" pvc pipe C el. 100.40, 3 e, Gary L. Steel 5-30-2000 9 998 999.4 x 1 . x © . B-1 9963 L O T 991. 4343 Q.FT. / 2.17 CRES O 993.5 O B- O X B-1 I 992.7 B-5 -4 B(V 0 x B. 3 B-5 1 94.5g01 LOT jPtA 2 4x UMITS OF DRAINAGE EASEMENT O 1~ vlj OH I / x 97002 SQ.FT. I 03, / 2.23 ACRES 991.302 _4 Ran B-4 _4 / D / \ ~ • B-5 89462 S FT. x a / Q / 99 205 ACRM.5 B~ / x Q rn x ~ / (9s'3• 990.5 / 100 YEAR FLOOD ELE~ -L\\~ x AS SHOWN ON A 198, ( 5 B1~4 -5©i I DRAWN BY THE CORPS ~S8 s 99077 SQ. 2.27 ACRES g 3 B-2 Q- L-LLA ` 81 • B I ' x L T e- 9- _7 Building Setback Line ' (100' from R. 0. W) (75' from Shoreline) _IMINARY PLAT OF BRUSHY MOUND LAKE jo • 03/07/2008 07:54 AM Parcel 026-1126-02-000 PAGE 1 OF 1 026 - TOWN OF RICHMOND Alt. Parcel 12.30.18.763 ST. CROIX COUNTY, WISCONSIN Current X Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 O = Current Owner, C = Current Co-Owner Fowner(s): Tax Address: USHY MOUND PARTNERS BRUSHY MOUND PARTNERS P LLP PO BOX 445 NEW RICHMOND WI 54017 * =Primary Districts: SC = School SP = Special Property Address(es): ' 1667 WATERS EDGE DR Type Dist # Description SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 2.170 Plat: 08-013-WAT 02EDGE LOTS 1/49 2000 SEC 12 T30N R18W PT SW SE & SE NW WATERS Block/Condo Bldg: LOT EDGE LOT 2 2.170AC Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 12-30N- 18W SW SE Parcel Histo History: Notes: Date Doc # Vol/Page Type PLAT 09/29/2000 630775 8/13 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Last Changed: 06/20/2002 Valuations: Description Class Acres Land Improve Total State Reason 2.170 57,000 0 57,000 NO RESIDENTIAL G1 Totals for 2008: General Property 2.170 57,000 0 57,000 Woodland 0.000 0 0 Totals for 2007: General Property 2.170 57,000 0 57,000 Woodland 0.000 0 0 i Lottery Credit: Claim Count: 0 Certification Date: 12/04/1998 Batch PRGRM Specials: Category Amount User Special Code Special Assessments Special Charges Delinquent Charges 00 0.00 0.00 Total