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HomeMy WebLinkAbout010-1060-10-200 y rORIGINAL 1333 SOIL EVALUATION REPORT Page 1 of 5 Wisconsin Department of Commerce Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Certified Soil Testing County Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. - / percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. _ ` Q Please print all Information. R iewed Dat Personal information you provideym3y be bsep for seand~ry p as (Privacy Law, s.15.04 (1) (m)). ropey wner Property Location Forrest, Elizabeth . Govt Lot SE 1/4 SE 1/4 S 25 30 NR 16 W roperty wne s ai ing ress , , r~ Lot # Block # Subd. Name or CS / 1314 CTHW D 1.01 30 fi SM Pen ing C~ IN tate Zip Qtlone umber Cit Village Town Nearest Road Glenwood City WI ~46,1~' 65-4 93 Emerald CTHW D New Construction Wise: . Resi ial / Nmbet of bedrooms 3 Code derived design flow rate 450 GPD Describe: Replacement RU4k{xCq►rr . - Parent material till r Flood plain elevation, if applicable NA General comments and recommendations: 3 br assumed: install 5' x 91.2' rock unit mound for 3 br on 99.6 contour as upslope edge of rock w/ 2.0' sand fill a Boring # Boring Pit Ground Surface elev. 101.5 ft. Depth to limiting factor 20 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/it' in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. 1 0-5 10YR 3/3 - sl 2 m gr mvfr cs 1f/m .5 .9 2 5-13 10YR 4/3 - sl 1 m sbk mvfr cs 1 m .4 .6 3 13-20 7.5YR 4/4 - sl 1 m sbk mvfr cs 1 m .4 .6 4 20-26 5YR 4/4 f2f 10YR 6/2 sl 1 m sbk mfr gs - .4 .6 5 26-37 5YR 4/4 c2p 7.5YR 5/3,5/8 sl 0 m mfr - - .3 .4 ❑ Boring # Boring Pit Ground Surface elev. 102.5 ft. Depth to limiting factor 21 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ t= in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 1 0-8 10YR 3/3 - sl 2 m gr mvfr cs 1f/m .5 .9 2 8-21 10YR 4/3 - sl 1 m sbk mvfr cs 1 m .4 .6 3 21-28 10YR 5/4 c2d 7.5YR 4/6 sl 1 m sbk mvfr cs 1m .4 .6 4 28-55 10YR 5/4 c3p 7.5YR 5/8,5/3 sl 0 m mfr - - .3 .4 ou si a possi a sys em area ' Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) ign Number Henry F. Grote 222774 Address Certified Soil Testing y Date Evaluation onduoted Telephone Number E. 4366 353rd Ave., Menomonie, WI 51 5/21/2001 715-233-0398 Property Owner Forrest, Elizabeth Parcel ID # Pending Page 2 of 5 M Boring # Boring Pit Ground Surface elev. -102 ft. Depth to limiting factor 7 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-7 10YR 3/3 _ sl 2 m gr mvfr cs 1 f/m .5 .9 2 7-21 10YR 4/3 f2d 7.5YR 4/6,5/3 sl 1 m sbk mvfr cs 1 m .4 .6 3 21-30 10YR 5/4 c2p 7.5YR 5/8 l OYR 6/2 sl 1 m sbk mvfr - 1m .4 .6 outside posse a system area; lacks +4 F-41 Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor 14 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 1 0-8 10YR 3/2 _ sl 3 m gr mvfr cs 1f/m .5 .9 2 8-14 10YR 4/3 _ sl 1 m sbk mvfr cs 1f .4 .6 3 14-21 10YR 4/4 f2f 7.5YR 4/6 sl 1 m sbk mvfr cs 1M .4 .6 4 21-31 7.5YR 4/4 c2d 7.5YR 5/8,5/3 sl 1 m sbk mvfr - - .4 .6 outside possible system area ❑ Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor 9 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-9 10YR 3/2 _ SI 3 m gr mvfr CS 1f/m .5 .9 1 2 9-20 7.5YR 4/4 c3p 5YR 5/8 7.5YR 5/3 sl 1 m sbk mvfr - if .4 .6 outside possible system area; acs +4 ' Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) Certlfied Soil Testing Property Owner Forrest, Elizabeth Parcel ID # Pending Page 3 of 5 ❑ Boring # ' Boring Pit Ground Surface elev. ft. Depth to limiting factor 5 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-5 10YR 3/2 - sl 3 m gr mvfr CS 1f/m .5 .9 2 5-9 10YR 4/3 f2d 7.5YR 4/6, 5/3 sl 1 m sbk mvfr cs if .4 .6 3 9-20 5YR 4/4 c3p 10YR 6/2 sl 0 m mvfr - 1 m .3 .4 outside possible sys em area; acs + ❑ Boring # Boring Pit Ground Surface elev. 98,8 ft. Depth to limiting factor 21 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-4 10YR 3/3 - sl 2 m gr mvfr cs 1f/m .5 9 2 4-10 10YR 3/3 _ sl 2 f sbk mvfr cs 1M .5 .9 3 10-16 10YR 4/3 - sl 1 m sbk mvfr cs 1 m .4 .6 4 16-21 5YR 4/4 - sl 0 m mvfr cs - .3 .4 5 21-36 5YR 4/4 f2d 7.5YR 5/3 sl 0M mvfr - - .3 .4 ❑ Boring # Boring Pit Ground Surface elev. 96,9 ft. Depth to limiting factor 12 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. 1 0-7 10YR 3/3 _ sl 2 m gr mvfr es 1f/m .5 .9 2 7-12 10YR 4/3 _ sl 1 m sbk mvfr cs if .4 .6 3 12-18 10YR 4/3 f2f 7.5YR 4/6 sl 1 m sbk mvfr CS 1 m .4 .6 4 18-26 7.5YR 4/4 f2f 7.5YR 5/3 sl 1 m sbk mfr cs - .4 .6 5 26-40 5YR 4/4 c3p 7.5YR 5/3 sl 0 m mfr - - .3 .4 ' Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) Certified Soil TBStiN Property Owner Forrest, Elizabeth Parcel ID # -Pending Page 4 of 5 a Boring # Boring Pit Ground Surface elev. 99,6 ft. Depth to limiting factor 16 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-5 10YR 3/3 - sl 2 m gr mvfr cs 1f/m .5 .9 2 5-12 10YR 4/3 - sl 1 m sbk mvfr cs 1f .4 .6 3 12-16 10YR 4/3 - sl 1 m sbk mvfr cs 1 m .4 .6 I 4 16-32 5YR 4/4 f2d 10YR 6/2 sl 0 m mvfr - - .3 .4 F-1 Boring # Pit Boring Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ~PDV in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. i I I I Boring # Boring ❑ Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GE -t-ff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. i ' Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.07/00) Certified Soil Tesdrg ' ~ , ; a. •YV. ~ ~ - d~ t c ~ I r` N cJl K Q.w. ~v.~ b'~. o j ~t7wN; ~ WG.Y N.`~ -Lo ~iT~ L2t'7r~-ir 4-0 ~TL L-•`0L~ A Ia ~•~MOM f~\ ((CM 019 'Cl R-q 4 ~~o It -k,L, V-0 V-64Ael~ V as 347 5 \0 Oh. ` Parcel 010-1060-10-200 03/22/2005 11:59 AM • PAGE 1 OF 1 Alt. Parcel 25.30.16.380A-10 010 - TOWN OF EMERALD Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * = Current Owner * WIRTH, ROBERT & JACQUELYN ROBERT & JACQUELYN WIRTH 4916 KINGS CROSSING N BROOKLYN PARK MN 55443 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 2198 GLENWOOD CITY SP 1700 WITC Legal Description: Acres: 30.926 Plat: 1318-CSM 15/4136 FKA 12/3281 010/01 SEC 25 T30N R16W PT SE SE BEING CSM Block/Condo Bldg: LOT 03 12/3281 LOT 2 34.810AC NKA CSM 15/4136 LOT TUMV26AC Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) % 25-30N-16W SE SE Notes: Parcel History: Date Doc # Vol/Page Type 09/11/2002 689994 1974/108 EZ 01/29/2002 669625 1825/06 TI 01/18/2002 668730 1818/312 WD 07/23/1997 1209/499 WD 2004 SUMMARY Bill Fair Market Value: Assessed with: 24735 Use Value Assessment Valuations: Last Changed: 10/19/2004 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 12.420 1,900 0 1,900 NO UNDEVELOPED G5 1.500 150 0 150 NO PRODUCTIVE FORST LANC G6 17.000 42,500 0 42,500 NO Totals for 2004: General Property 30.920 44,550 44,550 Woodland 0.000 0 0 Totals for 2003: General Property 30.920 18,450 0 18,450 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 WieOhsih Dbpartmentof Industry, SOIL AND SITE EVALUATION Labor and Human Relations Page ~ of Division of Safety and Buildings in accordance with s. ILHR 83.09, Wis. Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and Q percent slope, scale or dimensions, north arrow, and location and distance to nearest road. parce I.D. # D - / © APPLICANT INFORMATION - Please print all information. Rev wed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location P- L° S Govt. Lot S~ 1/4S' 1/4,S .2,.f° T70 ,,R 114r) W 8,0 4Z,4 -0 A 2'- Property nees ailing Address Lot # Block# Subd. Name or CSM# i~ 3 - IS City State Zip Code Phone Number El city _ El Village Town Nearest Road % [gJ New Construction Use: ❑ Residential / Number of bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow gpd Recommended design loading rate &z'o bed, gpd/ft2 i 2 trench, gpd/ft2 Absorption area required bed, ft2 trench, ft2 Maximum design loading rate P _bed, gpd/ft2 ,trench, gpd/ft2 Recommended infiltration surface elevation(s) - ft (as referred to site plan benchmark) Additional design/site considerations Parent material e:F L A /A 1 7///- Flood plain elevation, if applicable &,4 ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system ❑ S U ❑ s ®U ❑ s & U ❑ S ® u ❑ s ® u ❑ s W U ~-I t' SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench i s ,2S.6/fi /VFR e s M e~ aA6n /ti z c- s IF R;.a Ground ,2,Jr Al., Sep ~54i M V,-,' N,41 141,4 elev. Depth to limiting factor in. Remarks: I?A N cJ-y / N 3 RR'e~ /mil. e, Boring # L3 Ground C IVE, elev. ft. rr ST OI Depth to Lil limiting S 20NIN OFFfactor in. Remarks: ) I >9 SD S CST Name (Please Print) gnature Telephone o. Address Date CST Number a SOIL DESCRIPTION REPORT Page of PROPERTY OWNER PARCEL I.D.# Horizon Depth Dominant Color Mottles Structure 2 Boring # Texture Consistence Boundary Roots G~Djft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed . Trench Ground elev. ; ft. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # t Ground elev. ft. Depth to ; limiting factor in. Remarks: Boring # Ground elev. ft. ' Depth to limiting factor in. Remarks: SBDW-8330 (R. 08/95) ~x MIESER 8818RETE RT. 2 (Hwy. 10) MAIDEN ROCK, WI 54750. 715-647-2311 • FAX 715-647-5181 P~~e .2 ofoZ "-s U F EM c. Al d Gt/~S~ ~RB~~~ Y '11A18 BAcRd IN6 1V,1;S e. z _ _ a a ORAN~e- E. N ~l m pe 3'A1,ore7e GRHde /vl iL 1-Qa '.¢I 40 xcn~-+ O JW~9 o° 4¢W w - o C~ M3A • t.~ O 1'J O ~(Ua rq=OV A W X 4. 4WW L5 Z IXI_I Q ®7k?- N WGC2 W W O 4JJ 0 SMV F-dCy OCT 3 t3 f s n . Ron and Elizabet t Part of the Southeast 114 of the Southeast 114 of Section 25, Township 30 North, Range 16 West, Town of Emerald, St. Croix County, Wisconsin, being Lot 2 of that certfed survey map recorded in Volume 12, Page 3281 of St. Croix County Certified Surrey Maps. This instrument drafted by Laurence W. Murphy Dated: June 1, 2001 E114 CORNER SECT/ON 25. T3ON, R16W, fBERNTSEN NAIL UNPLA TTED LANDS FOUNOJ A N 89.53'/9"E 859.62' N LINESE114SE//4 OWNER'S ADDRESS: 314 couNTY ROAD'b" V GLENWOOD C/TY, WI54013 ' Or I-, C. S.N. HI VOL_f20 a Z r1 W Mtu PA 47 t__ 281 % (q 3 rn I I v) LOT 3 N 87.11'58"E 458.70' 1 I (i , 'N L 30.926 ACRES ( ,I 347.122 SQUARE FEET pp~~ 24.84 383.86' 4 so ~ 29.474 ACRES EXCLUDINAP8894 9 3 43386' M Ib 3 ~ ~ F WAY ~ tp I ( ►h v M 1.283y868 SOUARE FEET ST. CROIX COUNTY o h Planning Zoning and Parks r^rrmittPe ~ N ~i '1 Gt I~ ~ ~ ~Y ~ OWELLANG ~ W JUL 2 5 2001 = ~,~.sEPr/c iW N~ M o, I~I!q o a ~IO3'o~I q e. ~I LOT 4 I (~I If not recorded within 30 days or approval date approval shall be ".r rr-11 A WELL O null andSy~/I 60,V G SHED tl 1 h 1,~ I , 50.0V. 1i M LOT 4 AREA Q. f 264.89 I .II 3.884 ACRES 589•0453IW314. 169,179. SQUARE FEET I INN 3.400 ACRES EXCLUDING ROAD RIGHT OF WAY ( I s ( 148,125 SQUARE FEET I CA ~ 3 I ^ =1 2 ~ q d ti o - NMI 5045' ! SECORNER SECT/ON25, I 9 I -Lo N854-48'54"'E 1266.10" r30N, R/6W, IBERNTS~'N ? • NA LyFOUND S 89.48'5 4 "W 2632. /2 , L3 ,I AY S L/NESS//4 S1/4 CORNER SECTION UNPLATTED LANDS I I _ 25, T30N, R/sw, - `SC~~a' I I ~n t4a . I / "IRON PIPE FOUND) I SCALE !200' Z vl O 50` 100'/50'200' 300' 400' 500' 600' W. MU 1713 ' FAMUL . W1 ALL BEA R /N CS REFERENCED r0 THE SOUTH vl Q L/NE OF THE SOUTHEA"Sr 114 OFSECTION.25, 4 ASSUMED S89048'54 "W saft& SNEE T / OF 2 VOL. 15 PAGE 4136