The URL can be used to link to this page

Home My WebLink About026-1076-90-000 (2) Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 b:: srd Human Relations La Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix -76 _q6 not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # ojj _10I to dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION IE _ DATE PROPERTY OWNER: PROPERTY LOCATION Tom & Lisa Kroll G T 1/4 SW 1/4,S 26 T 30 AR 18 R(or) W PROPERTY OWNER':S MAILING ADDRESS T # BLOCK # SUED E 0 CSM - 1 # T 1341 S. T. H. 11651, 1 na csm 0 FLU CITY, STATE ZIP CODE PHONE NUMBER CI ❑VILLAGE PrQWAV NEAREST ROAD New Richmond WI. 5401 (715) 246-5700 Ri hmond -165 [x] New Construction Use [ Residential / Number of bedrooms 3 [ Addition xistin building j ] Replacement [ ] Public or commercial describe J~ pu-DIU) l Code derived daily flow 450 gpd Recommended design loading rate .7 bed, gpd/ft2 .8 trench, gpd/ft2 (9 1T Absorption area required 643 bed, ft2 563 trench, ft2 Maximum design loading rate __,Lbed, gpd/ft2__,a_trench, gpd/ft2 6 Recommended infiltration surface elevation(s) 109.5 ft (as referred to site plan benchmark) 4- SS ' Additional design /site considerations alt site el.= 109.2 & 106.5' Parent material pitted glacial dirft 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 EIS ❑U ]S ❑U :K7S ❑U ®S ❑U RJS ❑U ❑S OU SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Bo~x>dary Roots GPD/ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench .....1..- 1 0-13 10 r3 3 none s1 2msbk mfr cs if .5 6 2 13-26 10 r4/4 none sl 2msbk mfr gw if .5 6 Ground 3 26-84 7.5yr4/6 none ms osg ml na na .7 8 elev. 113.5 ft. Depth to limiting factor +84" Remarks: Boring # 1 0-9 10 r3 3 none sl 2msbk mfr cs if .5 .6 2 9-23 10 r4/4 none s1 2msbk mfr if 1.5 1.6 3 23-84 7.5yr4/6 none is osg mvfr na na .7 8 Ground elev. 9 7 112.9 ft. AkhA Depth to limiting factor Remarks: b OAIL CST Name:--Please Print Gary L. Steel e: 715-246-6200 Address: 1554 200th. e. New Richm nd W154017 Signature: Date: 11-2-96 CST Number: m02298 PROPERTY OWNER T,= S, Iir Kroll SOIL DESCRIPTION REPORT Page 9 of PARCEL I.D. # pending M Depth Dominant Color Mottles Texture Structure Consistence Bourifty Roots GPD/ft Boring # Horizon in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench 1 0-13 10 r3/3 none si 2msbk mvfr C1w if .5 6 3 2 13-84 7.5 r4/6 none ms os mi na if .7 8 Ground 111e7 ft. Depth to limiting factor +84" Remarks: Boring # 1 0-12 10 r3/3 none 1 2msbk mfr if .6 4 << 2 12-76 7.5 r4/6 none is os mvfr na na .8 Ground 3 76-84 5 r4 4 none scl 2csbk mfr na na .4 5 lUlgv.5ft. Depth to limiting Remarks: Boring # 1 0-10 10 r3/3 none sl 2msbk mfr 9w if .5 6 5« 2 10-24 10 r4/4 none sl 2msbk mvfr Y 9w if . 5 ; 6 Ground 3 24-74 7.5yr4/6 none ms osg ml gw na .7 :8 elev. 4 74-84 5yr4/4 none scl lcsbk mfr na na .2 3 109.5 ft. Depth to limiting factor +84" Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) r ,.r STEEL'S SOIL SERVICE Gary L. Steel Tom & Lisa Kroll 1554 200th Ave. CSTM2298 NW%SW4 S26-T30N-R18W New Richmond, WI 54017 MPRSW 3254 town of Richmond (715) 246-6200 lot #1-csm N 1"=40' BM.= top of NW lot survey stake el. 100' 0 200' 33 ` /47 2 -46 b"5 ~5 r ' ~lo v) x Gary L. Steel 11-2-96 i I Parcel 026-1076-90-000 04/23/2007 04:12 PM PAGE 1 OF 1 Alt. Parcel 26.30.18.401 026 - 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 - KROLL, THOMAS F & LISA A THOMAS F & LISA A KROLL 1341 HWY 65 NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description ' 1341 HWY 65 SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 40.000 Plat: N/A-NOT AVAILABLE SEC 26 T30N R1 8W 40A NW SW (ADD'L Block/Condo Bldg: HISTORY 556/536 & 754/277) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 26-30N-18W Notes: Parcel History: Date Doc # Vol/Page Type 07/23/1997 1149/489 WD 07/23/1997 966/122 LC 07/23/1997 966/121 QC 07/23/1997 955/555 2007 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 06/22/2006 Description Class Acres Land Im rove Total State Reason RESIDENTIAL G1 1.000 18,000 313,400 331,400 NO AGRICULTURAL G4 35.480 5,700 5,700 NO UNDEVELOPED G5 1.520 100 0 100 NO AGRICULTURAL FOREST G5M 2.000 3,000 0 3,000 NO Totals for 2007: General Property 40.000 26,800 313,400 340,200 Woodland 0.000 0 0 Totals for 2006: General Property 40.000 26,800 313,400 340,200 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch 137 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 L.abor.a~nd Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code L '0 COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.DD # (P 107 db imensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION Tom & Lisa Kroll GOVT. LOT NW 4 14,S 26 T 30 N,R or) W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NA 0 M # 1341 S. T. H. 1165" 2 na csm Q~)J~ b&g& CITY, STATE ZIP CODE PHONE NUMBER ❑CITY OVILLAGE OWN NEAREST ROAD NgW_R!- rmond, WI. 54017 (71$ 246-5700 Ricrmoncl. Hwy 65 New Constructjqn~ Use [x] Residential / Number of bedrooms 3 44 1 [ ] Addition to existin building a ~ rrsOrit [ ] Public or commercial describe KE. Code derived daily flow 450 gpd Recommended design loading rate • 5 bed, gpd/ft2 .6 trench, gpd/ft2 G'!+ Absorption area required 900 bed, ft2 750 trench, ft2 Maximum design loading rate • 5 bed, gpd/ft2 •6 trench, gpd/ft2 13 S$1/~ Recommended infiltration surface elevation(s) 103.7 & 101.55 ft (as referred to site plan benchmark) Additional design / site considerations alt. are= 101.3 & 98.40' Parent material pitted ctlacial dirft Flood plain elevation, if applicable na ft S =Suitable for system CONVENTIONAL MOUND IN-GUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U=Unsuitable fors stem ®S ❑U ®S ❑U ®SRO❑U CAS ❑U GiS ❑U ❑S 0U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 0-12 10 r3 3 none MEr 9W if .5 .6 1 4 2 12-36 7.5yr4/4 none sl 2msbk mfr gw if .5 .6 Ground 36-74 .5 r4 6 none ms os ml gw na .7 .8 elev. 106.7 ft. 4 74-84 7.5yr4/4 none sl lfgr mvfr gw na .4 .5 Depth to 5 84-98 7.5yr4/6 none cos osg ml na na .7 .8 limiting factor +84" Remarks: Boring # 1 0-12 10 r3 3 none 1 2msbk mfr gw if .5 .6 2 2 12-33 7.5 r4/4 none scl 2msbk mfr gw if .5 .6 3 33-65 7.5yr4/4 none sl 2msbk mfr gw na .4 .5 Ground 106 v. ft. 4 65-90 7.5yr4/6 none osg ml na na .7 j . 8 Depth to limiting Remarks: sj 19,96 CST Name:--Please Print Gary L. Steel 15-246-6200 Address: 1554 200th. ve. New Ric and WI 5401 Signature: £ ate: 11-2-96 CST Number: m02298 PROPERTY OWNER Tom & Lisa Kroll SOIL DESCRIPTION REPORT Page 2 of 3 y PARCEL I.D. # pending N: Depth Dominant Color Mottles Structure GPD/ft Texture Consistence Boundary Roots Boring # Horizon in. Munsell Ou. Sz. Cont Color Gr. Sz. Sh. Bed Trench ih ti......3...+ 1 0-14 10 r3/3 none 1 2msbk mfr aw if -6 2 14-39 7.5yr4/4 none sil 2msbk mfr C1w if .5 .6 Ground 3 39-84 7.5 r4 6 none ms elev. 104.8 ft. Depth to limiting factor +84" Remarks: Boring # 1 -10 10 r3 3 none sil 2msbk Mfr CS if 2 10-44 7.5 r4 4 none si 2msbk mfr if C1w .9 i-6 Ground 3 4-84 7.5 r4 6 none ms osa Ml na elev. 101.8 ft. Depth to limiting factor +84" Remarks: Boring # 1 -13 10 r3 3 none 2msbk mfr 9w if -9 i-6 2 3-32 7.5 r4none scl 2csbk mfr Ground 3 2-55 7.5 r4 6 none sl elev. 4 5-91 10 r5 4 none Cos osq ml 101.4 ft. na na .7 !,8 Depth to limiting fac~ l Remarks: Boring # Ground elev. ft. s Depth to limiting factor Remarks: SBD-8330(8.05/92) 4 STEEL'S SOIL SERVICE Gary L. Steel Tom & Lisa Kroll 1554 200th Ave. CSTM2298 NW4SW4 S26-T30N-R18W New Richmond, WI 54017 MPRSW 3254 town of Richmond (715) 246-6200 4 N 1"=40' BM.= top of SW lot survey stake C el. 100' i r LIA, Gary L. Steel 11-2-96