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Home My WebLink About010-1047-30-999 I O D c O 1 D D C! D ;(J 0 c 0 O o o (D 'o o m o a o ° N o o Si m a o fD m o r c0 D ro a cn o < < n- D N o o < n O Q O p " 'z N =3 CD cn v n m o Cl) O 7 (o N x (D o D cn o Q (D 7 - 0- co O T. N Z: F (D P i y 7_ O O € O O O O . 3 n Ln W U1 N : o : N A Cl) (3) N CD 0 _ v ol~ 3 O O O c 0 o o m O. d v ~ m 0 (D c o 77 (D o n m m U) 0 CL (1) cn a <o ° m o m - 0 CD (D _0 (b 3 m m y p m n a ctD a w <o v -i m CD F o n ~ a (m o o I s a v (D o o O a (1) v ~.I 8 8 o" m 0 o m o -mi o D o ~ v 3 0 0 0 ~ F a' ' a =r o c O a) a C F c w N o C Z O D D v D n d n 0 (D 0 73 (a W (D 3 9 ~ n ID 0 cc a a m v m f a o o n c Q n (0 7 O N ~D 7 ~I O Q 3 O F N F (D (D O W I N fl) 4 v O~ O to O- C ` fD 'O r:. v v~ E N m T m 3 --1 o w 3 m a y rt Z Cn ? # D v 7 - d c CL y M 5D CD CA U) fD Q I Parcel 010-1047-30-025 02/11/2008 03:05 PM PAGE 1 OF 1 Alt. Parcel 20.30.16.286A 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): O = Current Owner, C = Current Co-Owner O - MOORE, LAWRENCE D & MANIA LAWRENCE D & MANIA MOORE 533 E 1ST ST NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 54.330 Plat;: N/A-NOT AVAILABLE SEC 20 T30N R16W 40A SW NE ALSO PT SE NEck/Condo Bldg: EXC CSM 11-3155 & INC THE W 132.73'& S 109.28' OF LOT 1 CSM 11-3155 EXC CSM Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 17-4550 20-30N-16W SW NE Notes: Parcel History: Date Doc # Vol/Page Type 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/29/2005 Description Class Acres Land Improve Total State Reason UNDEVELOPED G5 40.330 60,500 0 60,500 NO MFL BEFORE '05 CLOSED W8 15.000 37,500 0 37,500 NO Totals for 2008: General Property 40.330 60,500 0 60,500 Woodland 15.000 37,500 37,500 Totals for 2007: General Property 40.330 60,500 0 60,500 Woodland 15.000 37,500 37,500 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 Ix x ••3cr• Ix Q Q Q • ~x : ~ x v ~ Q V .x x ~ s 1 ~ f x v Q o w i 11 4 vw x N X x D Q - - x ~f ' I N Om D x+ 226 Q V N Z ' CX ~ O O n -n N o x n M nl Ix ••1 9 9321' N o ~ Z px Z N N ar p O ~C v W CO) nZ m ~Ay E2 Z 0 C x ~ i -.i QQ ~ ~ 3 g ~ x ~ ~'b a -1 D Q W c Vx p D ex c x D rrl 8Q ►x D K ~ 0 4 x to x IX0 CMD C-7 00 x Ix Q x r' ~ x Z Ex A • • • • • • • m Q D x ' Q Ex Q ewltx i'fSit THE S00'30'03"E 2620.36' j WIsco sin YE 1S OIL V A O PORT #1s22 Department of Commerce x ; i ,,a6cp nce 85 is. . Code Page 1 of 3 Division of Safety and Building t, Steel's Soil Service, Inc. Attach complete site plan on paper of legs thrW" tlC es in si . Plan mus County St. Croix include, but not limited to: vertical a d hon'~bnfaI referen direction and percent slope, scale or dimensions, orth a cation and distance to nearest road. Parcel I.D. 0 Please print all information. Review y Date Personal information you prop may be for secondary purposes (Privacy Law, s. 15.04 (1) (m)). AA, Property nor 6'Property Location adan Construction ' i Govt. Lot na SE /4, E1/4, S20, T30N, R16W LLI L-' Property Owner's Mailing Address Lot # Block # # 245 Foster. S1 na Amadan Concept city j ' State Code Phone Number ❑ City ❑ Village rest Road River Falls 54022 715-425-5338 Emerald 230Th St on Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: na Parent material Silty sediment and underlying reddish sandy loam Glacial till Flood plain elevation, if applicable na ft. General comments Mound system, system elevation 98.90ft based on contour line elevation 97.90ft. and recommendations: a Boring # Ground surface elev. 97.10 ft. ® Depth to limiting factor 70 /n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munselt Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-13 10yr3/2 none sil 2msbk mfr gw 2vf .6 .8 2 13-33 10yr4/4 none sic! 2msbk mfr gw ivf .4 .6 3 33-70 7.5yr4/4 none grcos osg mvfr Cs na .7 1.6 4 70-81 5yr4/4 none scl om na Cs na .0 .0 5 81-96 7.5yr4/4 none sl om na na na .2 .6 F2 ] Boring # ❑ Ground surface elev. 97.10 ft. Depth to limiting factor 24 in. Z Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-13 10yr3/2 none sil 2msbk mfr aw 2vf .6 .8 2 13-24 10yr4/4 none sid 2msbk mfr aw 1vf .4 .6 3 24-50 7.5yr4/4 f1f 7.5yr5/6 SI om na gw ivf .2 .6 4 50-72 7.5yr4/4 f2d 7.5yr5/6 sl om na na na .2 .6 * Effluent #1 = BOD5> 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) , Signature: CST Number David J. Steel/ 248956 Address Steel's Soil Service, I Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 12/13/2005 715-760-0347 SM-8330!107/001 Property Owner Amadan Construction Parcel ID # pending / Page 2 of 3 ' F Boring # ❑ Ground surface elev. 97.90 ft. Depth to limiting factor 37 ✓ in. ❑ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 1 0-13 10yr3/2 none sil 2msbk mfr fs 2vf .6 .8 2 13-24 10yr4/4 none SO 2msbk mfr gw 1vf .4 .6 3 24-37 7.5yr4/4 none sl om na gw na .2 .6 4 37-59 5yr4/4 cld 7.5yr5/6 scl om na na na .0 .0 ❑ Boring # ❑ ❑ Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fts in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 ❑ Boring # ❑ Ground surface elev. ft. Depth to limiting factor in. ❑ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 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-83301807/00) Steel's Soil Service. Inc. STEEL'S SOIL SERVICE INC. 3 of 3 David J. Steel Amadan Construction 994 200' St. CST-POWTSM SEl/4,NE1/4,S20,T30N,R16W Baldwin, Wl 54002 Lic. #248956 Town of Emerald, St Croix Co. Direct 715-760-0347 Amadan Concept Lot,1 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1" = 40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 99.85 ft O Top of 3/4" pvc pipe = Borings Boring Elevations ` B 1 = 97.10 ft lU~ B2 = 97.10 ft B3 = 98.20 ft U~ C,, B4 = 0.00 l d~ 16 S/ -37i RE EIVED #1823 WISCOSOI L TI N EPORT Department of Comm rce , IR'iacce ance dm. Code Page 1 of 3 Division of Safety and uildmcgli # i Steel's Soil Service, Inc. Attach complete site plan County p pap~rjnpp~~~~gg~~I~b~dt>~7xY11 in has in size. Plan musSt. Croix include, but not limited to: rticaTand f~orizontal referen int (BM), direction and percent slope, scale or di n ' ocation and distance to nearest road. Parcel I.D. riding Please print all information. Revi B Dat Personal information you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). Property Owner Property Location 7 Amadan Construction Govt. Lot na SE/4, NE1/4, S20, T30N, R18W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 245 Foster St. 2 na Amadan Concept City State Zip Code Phone Number ❑ City ❑ Village M Town Nearest Road River Falls WI 54022 715-425-5338 Emerald 230Th St ❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: na Parent material Silty sediment and underlying reddish sandy loam Glacial till Flood plain elevation, if applicable na ft. General comments At Grade or Mound Design, system elevation 101.55ft based on contour line elevation 100.55ft. and recommendations: g ❑ Boring F-1 Boring # ® Pit Ground surface elev. 97.55 ft. Depth to limiting factor 34 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *EfW2 1 0-10 10yr3/2 none A 2msbk mfr CS 2vf .6 .8 2 10-21 10yr4/4 none sici 2msbk mfr gw lvf .4 .6 3 21-34 5yr4/4 none grsl lmsbk mfr gw 1vf .4 .6 4 34-60 5yr4/4 none scl om na na na .0 .0 Boring # ❑ Boring ✓ ® pit Ground surface elev. 97.55 ft. Depth to limiting factor 44 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-11 10yr3/2 none A 2msbk mfr CS lvf .6 .8 2 11-24 10yr4/4 none sicl 2msbk mfr CS lvf .4 .6 3 24-44 7.5yr4/4 none SI om mfr aw na .2 .6 4 44-65 5yr4/4 c1d 7.5yr5/6 scl om na na na .0 .0 * Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS S30 mg/L CST Name (Please Print) Signature: CST Number David J. Steel 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 12/13/2005 715-760-0347 SBD-8330 (R 07/00) Property Owner Amadan Construction Parcel ID # pending Page 2 of 3 Fil Boring # n Boring ® Pit Ground surface elev. 97.55 ft. Depth to limiting factor 86 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 -Eff#2 1 0-10 10yr3/2 none sil 2msbk mfr Cs if .6 .8 I 2 10-24 10yr4/4 none Sid 2msbk mfr gw 1vf .4 .6 3 24-60 7.5yr4/4 none sl om mfr Cw na .2 .6 4 60-86 5yr4/4 none scl om na na na .0 .0 ❑ 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 GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef#1 *Eff#2 ❑ 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 GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * 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) Steel's Sal Service, Inc. STEEL'S SOIL SERVICE INC. 3 of 3 David J. Steel Amadan Construction 994 200th St. CST-POWTSM SE1/4,NE1/4,S20,T30N,R16W Baldwin, Wl 54002 Lic. #248956 Town of Emerald, St Croix Co. Direct 715-760-0347 Amadan Concept Lot, 2 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1"=40' ♦ = Benchmark Ele. 100.00 ft ` Top of 3/4" pvc pipe • = Alt Benchmark Ele. 99.90 ft Gl, ❑ Top of 3/4" pvc pipe Borings Boring Elevations B1 = 1W,55 ft IV B2 = /o.55 ft a a 3 B3 = 99.65 ft B4 = 0.00 ft t 6 7a' /Y C~ ts' i -14-1 . s 7y RECE{ E® /sconsin i,'oc~ ' S ML EV UATION REPORT #1824 Department of Commerce in accordan Co 85 Wis. Adm. Code Page 1 of 3 Division of Safety and Buildi s 57 CRpIX COUNTY x Steel's Soil Service, Inc. County Attach complete site plan on pa r n es in s n must St. Croix include, but not limited to: vertica and horizontal reference point (BM), dire D percent slope, scale or dimensions, north arrow, and location and distance to neare d. Parcel I4 .D nding Please print all information. Revi d By Da Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). O Property Owner Property Location w Amadan Construction Govt. Lot na SE1 NE1/4, S20, T30N, R16W Property Owners Mailing Address Lot # Block # Subd. Name or CSM# 245 Foster St. 3 na Amadan Concept City State Zip Code Phone Number City ❑ Village E Town Nearest Road River Falls WI 54022 715-425-5338 Emerald 230Th St New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: na Parent material Silty sediment and underlying reddish sandy loam Glacial till Flood plain elevation, if applicable na tt. General comments At Grade or Mound Design, system elevation 99.80ft based on contour line elevation 98.80ft. and recommendations: G n ~ F 1-1 Boring # ❑ Boring ® pit Ground surface elev. 98.80 ft. Depth to limiting factor 26 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/flZ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-13 10yr3/2 none A 2msbk mfr CS 2vf .6 .8 2 13-26 10yr4/4 none sicl 2msbk mfr gw 1vf .4 .6 3 26-70 75yr4/4 none scl Lom na na na .0 .0 2] Boring # ❑ Boring Pit Ground surface elev. 98.80 ft. Depth to limiting factor 70 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/2 none A 2msbk mfr cs 1vf .6 .8 2 10-17 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 17-33 5yr4/4 none sl om na gw na .2 .6 4 33-70 7.5yr4/4 none sl om na na na .2 .6 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = B0135<.30 mg/L and TSS S-30 mg/L CST Name (Please Print) Signatur • - CST Number David J. Steel 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 12/13/2005 715-760-0347 SBT"330 (a.07100) Prbperty Owner Amadan Construction Parcel ID # pending Page 2 of 3 Boring # ❑ Boring Pit Ground surface elev. 98.10 ft. Depth to limiting factor- in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 1 0-7 10yr3/2 none sil 2msbk mfr cs 2vf .6 .8 2 7-17 10yr4/4 none Sid 2msbk mfr gw ivf .4 .6 3 17-24 7.5yr4/4 none grsl imsbk mfr gw 1vf .4 .6 4 24-60 5yr4/4 none scl/sl Con na na na .0 .0 ❑ 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 GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 ❑ 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 GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 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) Steel's 5011 Service, Inc. STEEL'S SOIL SERVICE INC. 3 of 3 David J. Steel Amadan Construction 994 200ei St. CST-POWTSM SE1/4,NE1/4,S20,T30N,R16W Baldwin, W154002 Lic. #248956 Town of Emerald, St Croix Co. Direct 715-760-0347 Amadan Concept Lot, 3 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1" = 40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 99.90 ft 0 Top of 3/4" pvc pipe = Borings Boring Elevations Y F B l = 98.80 ft t~ B2 = 98.80 ft 9~' ID B3 = 98.10 ft ~-b^ L B4 = 0.00 ft 7/ J13 ~ 7r,' /d1 t I Wisconsin , ~j~. E AL NIEREPORT #1825 Department of Commerce l%'~f< i iri accordan Comm is. Code Page 1 of 3 Division of Safety and Builds gs Steel's Soil Service, Inc. piX COUNTY County Attach complete site plan on a r no~,t ` p p t~§s than 8'/z x 11 ' size. Plan mus St. Croix include, but not limited to: verti and nce point (BM), direction and percent slope, scale or dimensio ,north arrow, and location and distance to nearest road. Parcel I.D. 17 p din Please print all information. Review Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). A (,o Property Owner Property Location Amadan Construction Govt. Lot na SE114, 1/4, S20, T30N, R16W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 245 Foster St. 4 na Amadan Concept City State Zip Code Phone Number City ❑ Village ❑ Town Nearest Road River Falls WI 54022 715-425-5338 Emerald 230Th St ❑ New Construction Use: ® Residential / Number of bedrooms 4 Code derived design flow rate 600 GPI) ❑ Replacement ❑ Public or commercial - Describe: na Parent material Silty sediment and underlying reddish sandy loam Glacial till Flood plain elevation, if applicable na ft. General comments At Grade or Mound Design, system elevation 103.20ft based on contour line elevation 102.20ft. and recommendations: 1M. A) D ~ FTI Boring # ❑ Boring ® pit Ground surface elev. 102.20 ft. Depth to limiting factor 22 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-11 10yr3/2 none sil 2msbk mfr aw 2vf .6 .8 2 11-22 10yr4/4 none sicl 2msbk mfr aw 1vf .4 .6 3 22-60 5yr4/4 none scl/sl om na na na .0 .0 F2 ] Boring # ❑ Boring ❑ pit Ground surface elev. 102.20 ft. Depth to limiting factor 47 v/ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *EfW 1 0-14 10yr3/2 none A 2msbk mfr cs 2vf .6 .8 2 14-28 10yr4/4 none sicl 2msbk mfr cs 2vf .4 .6 3 28-47 7.5yr4/4 none cos osg mvfr cs 1vf .7 1.6 4 47-60 5yr4/4 none scl om na na na .0 .0 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2:= BOD5 < 30 mg/L and TSS <_30 mg/L CST Name (Please Print) ignature: ) CST Number David J. Steel 4- j 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 12/13/2005 715-760-0347 SBD4330 (R.07/00) Property Owner Arnadan Construction Parcel ID # pending Page 2 of 3 s Boring # Boring ® pit Ground surface elev. 100.10 ft. Depth to limiting factor 72 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Etf# GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-19 10yr3/2 none A 2msbk mfr gw 1vf .6 .8 2 19-31 10yr4/4 none sicl 2msbk mfr gw ivf .4 .6 3 31-72 7.5yr4/4 none grcos OS9 mvfr gw na .7 1.6 4 72-96 5yr4/4 none scl om na na na .0 .0 Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate F-1 Boring # 0 pit Boring Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Ef#2 F-1 ❑ Boring Boring # L] Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#1 *Ef1#2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <-l 50 mg/L * Effluent #2 = BOD5 < 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. Steers Sol Service, Inc. $BD-8330 (8.07/00) 3of3 STEEL'S SOIL SERVICE INC. .lavid J. Steel Amadan Construction 994 200x' St. CST-POWTSM SEl/4,NE1/4XO,130N,R16W Baldwin, W154002 Lie. #248956 Town of Emerald, St Croix Co. Direct 715-760-0347 Amadan Concept Lot, 4 Fax 715-684-3449 INS soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as peamanent lot lines were not established at the time the soil test was conducted. Legend N 1" = 40' I ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 99.90 ft ❑ Top of 3/4" pvc pipe =Borings Boring Elevations 131 102:2u ft 16 ~v B2= 102.20 ft 7.~ B3= 100.10 ft B4 = 0.00 ft 3/ r 371 46 f- z RK EIVED 4'scons, SOI E TION REPORT #1826 Department of Comm rce ,,6 L! I i) f , acco ce w om 85, Wis. Adm. Code Page i of 3 Division of Safety and uildings Steel's Soil Service, Inc. County Attach complete site plan n pa tb61UYc 11 i es in s' Plan St. Croix include, but not limited to: ertical and horizontal reference oint (BM), di ion and percent slope, scale or di n and distance t earest road. Parcel I.D. Please print all information. pending Ravi d By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 0 Property Owner Property Location Amadan Construction Govt. Lot na SE1/ , NE1/4, S20, T30N, /R14 Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 245 Foster St. 5 na Amadan Concept City State Zip Code Phone Number City D Village ❑ Town Nearest Road River Falls WI 54022 715425-5338 Emerald 230Th St ® New Construction Use: ® Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: na Parent material Silty sediment and underlying reddish sandy loam Glacial till Flood plain elevation, if applicable na ft. General comments At Grade or Mound Design, system elevation 99.70ft based on contour line elevation 98.70ft. and recommendations: GSy~ ZF F 1-1 Boring # ❑ Boring ® Pit Ground surface elev. 98.80 ft. Depth to limiting factor 39 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Ef#2 1 0-12 10yr3/2 none sil 2msbk mfr a 2vf .6 .8 2 12-24 10yr4/4 none SO 2msbk mfr Cw 1vf .4 .6 3 24-39 7.5yr4/4 none cos osg ml cs 1vf .7 1.6 4 39-65 5yr4/4 c1d 7.5yr5/6 sl om na na na .2 .6 Boring # ❑ Boring ® Pit Ground surface elev. 98.80 ft. Depth to limiting factor 55 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2 1 0-14 10yr3/2 none A 2msbk mfr cs if .6 .8 2 14-23 10yr4/4 none sid 2msbk mfr gw ivf .4 .6 3 23-55 7.5yr4/4 none sl om na gw na .2 .6 4 55-65 5yr4/4 c2d 7.5yr5/6 scl om na na na .0 .0 Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <30 mg/L and TSS <_30 mg/L CST Name (Please Print) gnature: - " CST Number David J. Steel 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 12/13/2005 715-760-0347 SBD-8330 (R.07/00) Property Owner Amadan Construction Parcel ID # pending Page 2 of 3 Boring Boring ® pit Ground surface elev. 97.90 ft. Depth to limiting factor 44 In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efl#1 *Eff#2 1 0-15 10yr3/2 none sil 2msbk mfr cs 2vf .6 .8 2 15-27 10yr4/4 none Sid 2msbk mfr CIN 1vf .4 .6 3 27-44 7.5yr4/4 none cos osg ml CS 1vf .7 1.6 4 44-60 5yr4/4 c1d 7.5yr5/6 sl om na na na .2 .6 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 GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ Boring # F] 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 GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eft#1 *Eff#2 * 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) Steel's Soil Service, Inc. STEEL'S SOIL SERVICE INC. 3 of 3 David J. Steel Amadan Construction 994 200`x' St. CST-POWTSM SE1/4,NE1/4,S20,T30N,R16W Baldwin, WI 54002 Lic. #248956 Town of Emerald, St Croix Co. Direct 715-760-0347 Amadan Concept Lot, 5 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1" = 40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 99.70 ft ❑ Top of 3/4" pvc pipe = Borings Boring Elevations B1= 98.80 ft B2 = 98.80 ft B3 = 97.90 ft 741 B4 = 0.00 ft ae o 4^ ~~o 1~2 4171 Ala s ~ 103 , GY I 'fit'=~'Ei p7 NVIsconsin OI EV N'19 T #1s27 Department of Commerce ' ' n ance rth Comm s3, Viits ~adr"code Page i of 3 Division of Safety and Buildin s Steel's Soil Service, Inc. ST. CRUZ UlJ ~ Attach complete site plan on pa r not less than 8x T1Nriahes i size. Plan must County St. Croix include, but not limited to: vertica M), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. ending Please print all infonnation. Review Date Personal Information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). O Property Owner Property Location Amadan Construction Govt. Lot na SE1/4, E1/4, S20, T30N, R16W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 245 Foster St. 6 na Amadan Concept City State Zip Code Phone Number City ❑ Village ❑ Town Nearest Road River Falls WI 54022 715-425-5338 Emerald 230Th St New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: na Parent material Silty sediment and underlying reddish sandy loam Glacial till Flood plain elevation, if applicable na ft. General comments At Grade or Mound Design system elevation 99.80ft based on contour line elevation 98.80ft. and recommendations: GS Wl tAl- F 1-1 Boring # ❑ Boring pit Ground surface elev. 98.80 ft. Depth to limiting factor 56 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Efr#2 1 0-11 10yr3/2 none sil 2msbk mfr gw ivf .6 .8 2 11-23 10yr4/4 none Sid 2msbk mfr gw ivf .4 .6 3 23-56 7.5yr4/4 none sl om na a na .2 .6 4 56-72 5yr4/4 c1d 7.5yr5/6 sl/scl om na na na .0 .0 2 ] Boring # ❑ Boring F Pit Ground surface elev. 98.80 ft. Depth to limiting factor 45 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `EfW 1 0-10 10yr3/2 none sil 2msbk mfr cs 2vf .6 .8 2 10-26 10yr4/4 none sicl 2msbk mfr gw 1vf .4 .6 3 26-45 7.5yr4/4 none grcos osg mvfr gw na .7 1.6 4 45-60 5yr4/4 f1f 7.5yr5/6 sl om na na na .2 .6 Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BOD5 <.30 mg/L and TSS < 30 mglL 049 CST Name (Please Print) Signatu . CST Number David J. Steel 248956 Address Steel's Soil Service, Inc. ` Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 12/13/2005 715-760-0347 Property Owner Amadan Construction Parcel ID # pending Page 2 of 3 3 ] F M Boring # ❑ Boring Pit Ground surface elev. 98.50 ft. Depth to limiting factor 51 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 10yr3/2 none A 2msbk mfr Cs if .6 .8 2 10-20 10yr4/4 none Sid 2msbk mfr gw 1vf .4 .6 3 20-33 7.5yr4/4 none sl 2msbk mfr Cs na .6 1.0 4 33-51 7.5yr4/4 none cos osg ml Cs na .7 1.6 5 51-75 5yr4/4 none sd/sl om na na na .0 .0 ❑ 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 GPD/W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ 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 GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eft#2 * Effluent #1 = BOD5> 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. SBll-8330 (8.07/00) Shed's Solt Service, Inc. STEEL'S SOIL SERVICE INC. 3 of 3 David J. Steel Amadan Construction 994200 th St. CST-POWTSM SE1/4,NE1/4,S20,T30N,R16W Baldwin, Wl 54002 Lic. #248956 Town of Emerald, St Croix Co. Direct 715-760-0347 Amadan Concept Lot, 6 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1"=40' I = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.00 ft ❑ Top of 3/4" pvc pipe = Borings Boring Elevations B 1 = 98.80 ft B2 = 98.80 ft B3 = 98.50 ft B4 = 0.00 ft 0 /0 YV V 3 6 y- v ~ #1828 EVALUATION REPORT ! RFC-EIVanca of 3 Department of merce Al,,' rd e with Comm 85, Wis. Adm. Code Page i Division of Safety nd Buildings Steel's Soil Service, Inc. County Attach complete site Ian on~~has in s¢ n m St. Croix include, but not limit cal and horizp M), dire parcel I.D. percent slope, scale or dimensions, n on and to nearest road. pending Please print all information. Revi By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). d Property Owner Property Location s~ Amadan Construction Govt. Lot na SE1/ , NE1/4, S20, T30N, R16W Property Owner s Mailing Address Lot # Block # Subd. Name or CSM# 245 Foster St. 7 na Amadan Concept City State Zip Code Phone Number City ❑ Village ❑ Town Nearest Road River Falls WI 54022 715-425-5338 Emerald 230Th St ❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ❑ Public or commercial - Describe: na Parent material Silty sediment and underlying reddish sandy loam Glacial till Flood plain elevation, if applicable na ft. General comments At Grade or Mound Design, system elevation 99.80ft based on contour line elevation 98.80ft. and recommendations: G5 ~ F 1-1 Boring # ❑ Boring Pit Ground surface elev. 98.80 ft. Depth to limiting factor 36 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/2 none A 2msbk mfr cs 2vff .6 .8 2 9-21 10yr4/4 none sicl 2msbk mfr gw 1vf .4 .6 3 21-36 7.5yr4/4 none scl 2msbk mfr cs na .4 .6 4 36-72 5yr4/4 none scl/sl om na na na .0 .0 2 ] Boring # F1 Boring pit Ground surface elev. 98.80 ft. Depth to limiting factor 33 in. Soil Application Rate F Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *0101 *00112 1 0-10 10yr3/2 none A 2msbk mfr cs 2vf .6 .8 2 10-20 10yr4/4 none sid 2msbk mfr gw 1vf .4 .6 3 20-33 7.5yr4/4 none sl 2msbk mfr gw na .6 1.0 4 33-51 7.5yr4/4 c2d 7.5yr5/6 cos osg mvfr cs na .7 1.6 5 51-75 5yr4/4 none scl/sl om na na na .0 .0 * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 s30 mg/L and TSS <_30 mg/L CST Name (Please Print) y, - .-Signature: r CST Number David J. Steel 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 12/13/2005 715-760-0347 SBD-8330 (R.09/00) Property Owner Amadan Construction Parcel ID # pending Page 2 of 3 3] Boring# ❑ Boring Depth ❑ Pit Ground surface elev. 98.30 ft. to limiting factor 39 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#t -EfW 1 0-11 10yr3/2 none sil 2msbk mfr Cs 2vf .6 .8 2 11-18 10yr4/4 none SO 2msbk mfr CS 1Vf .4 .6 3 18-26 7.5yr4/4 none scl 2msbk mfr gw na .4 .6 4 26-39 7.5yr4/4 none grcos osg mvfr gw na .7 1.6 5 39-60 5yr4/4 none sd/sl om na na na .0 .0 ❑ 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 GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EfW ❑ 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 GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "EfW Effluent #1 = BOD? 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) Steers Soil Service, Irx. , i 3of3 STEEL'S SOIL SERVICE INC. David J. Steel Amadan Construction 994 200' St. CST-POWTSM SE1/4,NE1/4,S20,T30N,R16W Baldwin, W1 54002 Lic. #248956 Town of Emerald, St Croix Co. Direct 715-760-0347 Amadan Concept Lot, 7 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1"=40' I ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.00 ft ❑ Top of 3/4" pvc pipe = Borings Boring Elevations B1 = 98.80 ft B2 = 98.80 ft B3 = 98.30 ft B4 = 0.00 ft 4 y1 C a lb v -