Loading...
HomeMy WebLinkAbout231-1047-70-070 4 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Safety and Buildings , In accordance with Comm 85, Wis. Adm. Code County Attach complete sit~~0an on paper not less than 8 '/2 x 11 inches in size. Plan must St. Croix Include but not li%111 i6: v riic orizontal reference point (BM), direction and Parcel I.D. O Percent slope, scale or dimensio> = arrow, and BM referenced to nit rb4 231-10,47-70-070 Mr Review y Date ~ t rar print all information Personal information ou rovide m be ruse A% y p ay ` ondary purposes (Privacy Law, s: 15.04 (t) (m)) / Z Property Owner Property Location Brian Hunt Govt. Lot SE %4 SE v< s 2 T 3 N R 15 w Property Owner's Mailing Address Lo lock # Subd. Name or CSM# 7041 6TH Street North 15 n0akda:krl State Zip Code Phone City ❑ Village ❑ To Nearest Road MN 55128 612-369-1590 O le L HillCrest 0 New Construction Use: 0 Residential / Number of Bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or Commercial - Describe: Parent Material Loess over Till Flood Plain elevation if applicable N/A ft. General comments and recommendations: 1 Boring # Boring 0 Pit Ground Surface Elevation 100.0 ft. Depth to Limiting factor 31 in. Soil ADDlication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftZ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-14 10YR3/2 - SIL 3-m-bk dh gs 3f 0.6 0.8 2 14-31 10YR4/4 - SICL 2-co-bk mfi Cs 1f 0.4 0.6 3 31-36+ 7.5YR4/4 7.5YR5/8 c-2-d CL 1-co-bk MA - 1f 0.2 0.3 ❑ Boring 2 Boring # 0pit Ground Surface Elevation 100.1 ft. Depth to Limiting factor 25 in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff*1 *Eff#2 1 0-10 10YR2/2 - SIL 3-m-gr dh gs 3f-co 0.6 0.8 2 10-16 10YR4/4 - SICL 2-m-bk mfr gs 1f 0.4 0.6 3 16-25 7.5YR4/4 - SICL 2-m-bk mfi gs 1f 0.4 0.6 4 25-32+ 7.5YR4/4 5YR4/6 c-1 -d CL 1-m-bk mfi - - 0.2 0.3 * Effluent #I = BODS> 30!S 220 mg/L and TSS > 30<_ 150 mg/L * Effluent #2 = BOD, 30 mg/L and TSS 30 mg/L CST Name (Please Print) gnatur CST Number Mark Iverson ell, 46672 Address Date Evaluation Conducted Telephone Number P.O. Box 155 Hammond, WI 54015 September 20, 2012 715-796-5664 I i Property Owner Brian Hunt Parcel ID# 231-1047-70-070 age Z --of 3 a Boring # ❑ Boring ®Pit Ground Surface Elevation 95.3 ft. Depth to Limiting factor 32 in. Soil ADDlication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 -Eff#2 1 0-8 10YR3/3 - SIL 2-m-gr dh cs 3 f-co 0.6 0.8 2 8-14 10YR4/3 - SICL 3-f-bk dh gs 1f 0.4 0.6 3 14-22 10YR4/4 - SICL 3-m-bk dh gs 1f 0.4 0.6 4 22-32 7.5YR4/4 - SICL 1-co-bk dvh gs 1f 0.2 0.3 5 32-38+ 7.5YR4/4 7.5YR5/8 c-1-d GRCL 1-co-bk mfi - - 0.2 0.3 ❑ Boring 4 Boring # OPit Ground Surface Elevation ft. Depth to Limiting factor in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2 I I i I ❑ Boring 5 Boring # Elpit Ground Surface Elevation ft. Depth to Limiting factor in. Soil Aimlication 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 = BOD5 > 30:5 220 mg/L and TSS > 30:5 150 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. Page 3 of 3 0 ft. 24 ft. 40 ft. 80 ft. N 'o o~ B-2 100.1 B-3 94' 95.3 96, 96, 91-- 96, m B-1 100.0 99, °Q~ .PV 'eve Spruce 6"17 Q Property Line 109 eM#Z BM#2 - Top of 12"PVC Pipe = A Near t-post 98.3' Centerline of Hillcrest BM# & Description . Bench Mark B 1 - Boring Location & Elevation Elevation 100' - Owner: Brian Hunt Site Information: Completed By: Mark Iverson, PSS #197 7041 6th Street North SE1/4, SE1/4, 527, T30N, R15 680 Larcom Street Oakdale, MN 55128 City of Glenwood City Hammond, WI 54015 St. Croix County 715-796-5664 Phone: 612-369-1590 CST# 46672 Wisconsin Department of Commerce SOIL IO ~ Division of Safety and Buildings • RECEEwneaest REPORT Page of M in accord ce with Cromprm1~C e gneS~tust Attach complete site plan on paper not less than 8 /2 x ~~Fl include, but not limited to: vertical and horizontal re rence AQW" d Parcel I.D. q percent slope, scale or dimensions, north arrow, an oca an est road. ! Date Reviewed Please print all information. Personal information you provid ay be used for seconda urposes (Privacy Law, s. 15.04 (1) (m)). Property Owner I Property Location N R I J E (or (w I Govt. Lot 114,5jE114 S'l 11 Property Owners Mailing Ad e,3ss Loi # Block Subd. Name or CSM# J,~~ : 1 t qty, c', Nearest States Zip Code Phone Number C El Village ❑ GPD New Construction Use"rdential / Number of bedrooms Code derived design flow rate ❑ Replacement LJ Public or corgmercial - Describe: Flood Plain elevation if applicable- ft Parent material General comments and recommendations: / [Z] Boring # Bonng Ground surface elev. R. Depth to limiting factor in. Soil ication Rate Pit /Vj Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM Gr. Sz. Sh. 'Eff#1 `Eff#2 in. Munsell Qu. Sz. Cont. Color (1 IJVI " 0 i rS' ~'1 1 r Boring # Boring < Depth to limiting factor in. L_ J p;t Ground surface elev. ft Soil lication Rate Horizon :Depth /-Dom- inant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff Gr. Sz. Sh. 'Eff#1 •Eff#2 in. Munsell Qu. Sz. Cont. Color Z .4 J s • Effluent #1 = BOD > 30 < 220 mgll- and TSS >30:S 150 Effluent #2 BOD < 30 nxA and TSS < 30 mg/L CST Name (Please Print) r CST ST Number Numb Bird Plumbing, Inc. Shaun Bird 226900 Number Date Evaluation Conducted Telep Address 715-246-4516 1008 192nd Ave, New Richmond, WI 54017 --r J Property Owner _ Parcel ID # Page of F7:-~7 Boring Bari ng # o(` J ft. Depth to limiting factor in. pit Ground surface elev. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure CRoots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 MW [j F-1 Boring # ❑ Boring Ground surface elev. ft. Depth to limiting factor in- Soil lication Rate ❑ Pit Horizon Depth Dominant Color Redox Desaiption Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Ef1#1 'Eff#2 Boring F] Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate GPDtW Horizon Depth Dominant Col Redox Description- Texture Structure Consistence Boundary Roots Eff#2 in. Munsell Qu. SZ. Cont. Color Gr. Sz. Sh. 'Eff#1 * Effluent #1 = BOD3 > 30:S 220 mg/L and TSS >30 1150 mcA ' Effluent #2 = BOD$ < 30 mg& 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. SOD4330 (8.6/00) Soil Test Plot P*Sn Project Flame Larry Mastella rd Address 482 Carriage Lane Hudson Wi 54016 TM #226900 Lot 15 Subdivision Date 5/10/05 SE 1/4 SE 1/4S 27 T 30 N/R15 W City Glenwood Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post System Elevation *HRPSame as Benchmark Scale is 1" = 40' unless otherwise noted 622' Property Line 400' 10% Slope 10' 70' B-3 B-2 0' 95' 93' B-1 0' o~ B.M. 100' N Private Drive to Hwy 128 Parcel 231-1047-70-070 02/15/2008 10:55 A PAGE 10F 1 Alt. Parcel M 27.30.15.754-0 231 - CITY OF GLENWOOD CITY 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 - CITIZENS STATE BANK CITIZENS STATE BANK 398 RED CEDAR ST MENOMONIE WI 54751 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 2198 GLENWOOD CITY SP 1700 WITC Legal Description: Acres: 4.940 Plat: 3051-CSM 11-3051 SEC 27 T30N R1 5W PT SW SE & SE SE BEING Block/Condo Bldg: LOT 15 LOT 15 CSM 11/3051 4.94AC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 27-30N-15W SW SE Notes: Parcel History: Date Doc # Vol/Page Type 11/26/2007 864664 SD 09/05/2007 859955 ORDER 02/13/2007 844417 QC 06/23/2006 828111 LC more... 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 09/21/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 4.940 39,500 0 39,500 NO Totals for 2008: General Property 4.940 39,500 0 39,500 Woodland 0.000 0 0 Totals for 2007: General Property 4.940 39,500 0 39,500 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 i courAy St: Croix Paroel I.D.# 10-1080-40 D3# 33.30.16.493 0 APPLICANT INFORMATION - 7*i. personal wdxmadon you pvWde may be use, a. 15.04 (1) (mp. Reviewed By Date I Property owner 4"m v' Property Location jaTy Jr. & Pam Rose RECENEO Govt. Lot NE 1/4 SE 1/4 S 33 T 30 N,R 16 w Property Owners Mailing Address o 2000 _ Lot # B Subd. Name or C ; 1248 240th Street I r I. 2 4 r Pro os CSM CKy S Code bar ❑ City ❑m e ®Town Nearest Road 240Th Stree Baldwin 002 5 -7775 3 Addidon to existing building ® New Construction ❑ Use: I WNU ❑ Rat ❑P~ Attm 5 trench, gpdr Code Derived daily flow 450 Bpd Recommended design loading rate 0 bed, gpolf2 Basal area required 900 bed, ft' 900 trench, fts Maximum design loading rate 0 bed, gpdm .5 trench, gpd/f12 Pacomrntended infiltration Surface elevab*s) 100.0' at 12" above 99.0' contour. ft (as referred to site plan bertdlrrlark) Additional design I site considerations PaW material Glacial outwash & loess over glacial till Flood 'n elevation it na ft Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank 0 S=SubW for System =Unsuitable for system ❑ S N U N S❑ U ❑ S 91.1 ❑ S N U ❑ S N U ❑ S N U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistent Boundary Roots GPLNfl? Boiing# won in. Munsell Ou. SZ. Cont COkX Gr. Sz. Sh. Bed Trench 1 0-10 10yr3/3 None sil 2fsbk mvfr as 2f - 0.5 - 2 10-19 10yr5/4 None sil 2&bk mvfr aw if - 0.5 Ground 3 19-31 7.5yr4/6 None cost 2msbk mfr cw - - 0.5 elev 98.85 ft 4 31-49 7.5yr4/6 W7.5yr5/8 s&gr Osg ml aw - - : 0.7 Depth to 5 49-63 7.5yr4/4 mip5yr5/8 sil lthinpl mfr - - - 02 limiting factor 34' Remarks: Z 1 0-9 10yr3/3 None sil 2fsbk mvfr F~aw 2f - 0.5 2 9-15 10yr5/4 None sit 2fsbk mvfr if 0.5 Ground 3 15-21 10yr4/4 None sil 2msbk mfr - - 0.5 elev 9820 t 4 21-34 7.5yr4/4 None ls&gr 2csbk ml Cw - - 0.7 Depth to 5 34-55 7.5yr4/6 f2f5yr5/8 s&gr Osg ml - - - 0.7 limiting for 34■ Remarks: CST Name (Please Print) Signature: Telephone No. James K Thompson 715-248-7767 Address A.C.E. Soil & Site Evaluations Date CST Number Ref# 340 Paulson Lake Lane, Osceola, W1 54020 75/00 3602 1259 THIS MAP IS A TRUE AND CORRECT REPRESENTATION OF PART OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 AND PART OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 33, TOWNSHIP 30 NORTH, RANGE 16, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN. r 0 / . .2.31-16 "17- 4?e Is'6-7s; FORM NO.985-A/ ' cad!'- le 97-7' ' 0-Cl S -IC 6 Xit !S Stock No. 26273 *4AA"l 70 - 0 t -t Axw apt- w~lz znK9ATHLEENH.WkM Lz - rs~t Q 29 5390 0 40L.'j- $ zsuCERTIFIED SURVEY MAP NO. 3051 s~.cro VOLUME 11 , PAGE 3051 w N PART OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4, AND PART OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4, SECTION 27, TOWNSHIP 30 NORTH, RANGE 15 WEST, CITY OF GLENWOOD CITY, ST. CROIX COUNTY, WISCONSIN LEGEND SCALE: i =300 VERNMEN)T CORNER ~AS NOTED> LINE TABLE 01 150• 300• 600. • SET, 3/4"X24" REBAR LINE LINE LINE OWNER: WEIGHING 1.502 LBS. PER LINEAL FOOT. NO. BEARING LENGTH AMERICAN INVESTMENT CO. 1673 13 1/2 AVE. HWY 8 E. P.O.BOX 99 L l S .01.04 ' 18' W . 100,00' BARRON, WI 54812 L2 N.88:55;42;W. 100.00, DRAFTED BY L3 S.01 04 18 W. 34.00 L4 N . 88.55' 42' W . 32.48' DONALD M. CLARK DOC"RKM~ 3-1'590 MENOMONIE. ] MM M LM of SW 1/4-SE V4, SEC. ~ \WM LV+ Or SE 1/4-SE V1. SEC 27 liv N N LO w ~ ~ I Leo ~ Z 0 0 6 s S6• 4LOT 17 d a SI- I ~3 240,533 SQ. FT. S-. 0>' F doh (5M*ACRES) S 0m0 S a 227,772 SQ. FT. b~~'f~C'[~~ tv I I a f21 (5.23*ACRES)-R\W o h i ql a s9 ZZ ~s d ~LOT 18a,-,, a1 e' W C' ^ti LOT 15 3 s p` (3.84 ACRES)T t~ `R -JI NJ m CCC'"' 215,193 SQ. FT. V, 161,470 SQ. FT. N C4.94tACR E AI S) ~j[~ SS h <3.71tACRES>-R\W 'AD W I • t,r 180,746 SQ FT. ; LOT 16 F 40~ ti HI I 4.15*ACRES)-R\W 6 , . 169,681 SQ. FT. 9 500.00' cV % •.q oo~ (3.903ACRES) N 83.30'02' W -J I r 0 128,380 SQ. FT. qP a ? S 87 4214 ' W? a (P.95*ACRES)-R\W ~p Z I I 1,4 Zy B 7 ti OF R\W VA ~ J h -4 44-291 Z 972.03' qv vy N 88.55'42' W 813.14' SOUTH 1/4 CORNER N 88.55'42' W 2622.24' SEC.27, T30M R15W SOUTHEAST CORNER ST. cROlx co. MONO. UNPLATTED LANDS ST. CRO x O. RMo U. CEDAR CORPORATION 604 WILSON AVENUE MENOMONIE, WI 54751 (715) 235-9081 PAGE OF ~do~3~dd ~sos-sea (s~~l I.V#9IM 3/N0W0N3W 3nN3AV N0S7IM *09 N0l.LVd0dd00 dd030 '3,EZ,94.LL'N '3,£4,6£.2£'S ,94'89 '3,0t,92.L9'S ,49,££.69 .98'ZZ ,00'09 6-8 '3,2£,Z4.S8'S '3,2*,SS.T1'S ,£T'86 '3 .L0,64.8L'S ,OS,94.£I ,L£'86 .00'604 81 '3,24,SS.TL'S '3,40,94.6£'S ,LS'922 '3,£9,09.99'S ,SC,60.28 ,LS'622 ,00'604 LT '3,2£,Z4.S8'S '3,40,94.6£'S ,£2'6T£ '3,8T,44.29'S ,82,9944 WZZe ,00'604 8-L '3,60,94.6£'S '3,ZO,0£.24'S ,01'921 '3,£0,80,WS ,89,£4.20 ,IT'92T ,00'449Z L-9 '3,29,99.L8'N '3,4T,L£.2L'S ,92'£EI '3 ,T*,6V.28*S ,49,42.02 ,L6'££T ,00'9L£ 8I '3,K,L£.2L'S '3,40,94.6£'S ,99'M '3,6£,TI.9S'S ,OT,TS.2e ,69'912 ,00'9L£ LT '3,2S,L9.98'N '3,40,94.6£'S ,TI'L££ '3,90.,42.99'S ,40,9149 99-W ,00.9L£ S-b '3,40,94.6£'S '3,42,98.T4'S ,09'TOT '3,4T,TS.0*'S ,02,OT.20 ,I9'TOT ,00'LL92 4-£ '3,T£,0S.T4'S '3,TS,04.24'S ,0L'6£ '3,T4,SI.24'S ,0249.00 0C 6£ ,00'OIL2 2-1 1N30Nd1 1N30NVI H10N3- ON I NV39 330Nd H10NT 1 H10N33 ' ON 'ON 32103 5IOb'H Q210H3 Q210HO -lVaIN33 3dV SnIQd21 103 3Adno n+ Bbl ViVa 34~ OZ.,, JOCDVI 'J86UIIA BDUDJJB . Im 'BIN NS g AID GOOMN310 30 .FtTJ :MA08dd`d -9 01391 S -1*8 'XbVIO A 0l`dN00 Q1dNOO / S 9661 ' JO AV0 SIHI 031VO %44vj '3WVS 3H1 ONlddVW ONV ON101A10 'ONI.l3A2if1S NI X1080 '1S JO A1Nf103 3H1 ONV A110 000MN3I0 JO A113 3H1 JO SNOLLVlf103N NOISIAIO8f1S 3H1 ONV S31f11V1S 31V1S NISN03SIM 3H1 30 4£'9£Z 831dVH3 JO SNOISIAONd 3H1 H11M 0311dW00 AIlf1J 3AVH 11VH1 '30VW J0383H1 NOISIAIO8l1S 3H1 ONV O3A3A8ns ONVI 3H1 JO S318V0Nf108 21012131X3 3H1 JO N0LLV1N3S38d3N 1038800 V SI dVW SIH.L 1VH1 '213NMO 'ZL849 'IM 'NO2IW8 '66 X08 Od "00 1N3KIS3ANI NVDld3WV HOJ '63NOVM OIV630 30 NOLL03810 3H1 1V dVW GNV NOISIAIO ONVI 'A3ANnS H0f1S 30VW 3AVH 11VH1 'S1N3W3SV3 ONLLSIX3 01 103f ells ONI38 ONV 'SS31 210 38OVI (5380V OZ'8l) 1333 321vnos 898'Z6L ONINIV1NO0 '•ONINN1038 30 1NIOd 3H1 01 1333 00.OOL 'M„81,40.10'S 33N3H1 '1333 4£'£0Z 'M„ 41,49.9Z'S 33N3H1 1333 00'009 'M„Z0,0C.28'N 33N3H1 1333 6£'699 '3„ 9£,£ L.Z L'S 33N3H1 ''3„ 90,4Z.99'S S8V38 1VH1 0210H3 100J l l'Li£ V GNV '«40,91.£9 30 31ONV IV&N30 V '133J 00'9L2 JO Sf11OV8 V ONIAVH '1331 3H1 Ol 3A21f10 V JO ONV 3H1 ONOIV 1333 99'64£ 30N3Hl. ''3.$,tj9.04'S SNV38 1VH1 O210H3 1003 09100 V GNV '„OZ,OL.ZO JO 31ONV 1V2I1N30 V '1333 00'LL9Z 30 Sfli0V21 V ONIAVH '1H018 3H1 Ol 3A21f13 V 30 08V 3H1 ONOIV 1333 19101 33N3H1 '1333 Z£'££ 'M„L9,90.99'S 30N3H1 ''3„L4,9LZ4'S S8V38 1VH1 080HO 1003 OL'6£ V ONV '„OZ,09.00 JO 3IONV IVHIN30 V '133J 00'OLLZ JO Sf110V8 V ONIAVH '1H0121 3H1 Ol 3A21f13 V JO 08V 3H1 ONOIV 133J OL'62 33N3H1 '133J 6Z'099 '3.9£,L0.04'N 30N3H1 '133J 00'0l£ '3„L0,19.99'S 33N3H1 '1333 19'L LL '3„80,0.8 VN 33N3H1 '1333 4lTL8 7M„Z4,99.88'N 0NIf1NLLN03 33N3H1 'ONINNI038 JO 1NIOd 3H1 Ol 133J 07L6 'M„Z4,99.88'N 33N3H1 'LZ NOLL03S 01VS 30 N3N800 1SV3H1f10S 3H1 1V ONION3WW03 =SV 0381213530 Al?JVll13LL21Vd 380A 'NISN00SLM 'A1Nf103 X10213 '1S 'A113 OOOMN3l0 JO All3 '1S3M 91 30NVU 'HI80N O£ dlHSNM01 'LZ NOLL03S '$,/L 1SV3H1f10S 3H1 30 *1L 1SV3HLf10S 3H1 JO 121Vd 0NV 4/1 1SV3H1f10S 3Hl JO 4/L 1S3MH1f10S 3H1 30 18Vd 03ddVW ONV 030AIO '03A3A21f1S 3AVH 11VH1 :A3LL830 A83213H '210A3A8ns ONVI 032131S1038 NISN00SIM 'A NVI3 A 01VN00 'I NISNOOSIX 'AINflOO )MID 'IS 'AII3 a00AN ID do AID ZSaA 5T HONV2i HIHON OE dIHSNMOS ZZ NOISDHS 'v/T ZSVaH,Ltl0S aHZ do t/T LSVHH,LaOS HHZ do IUVcl QNV 't,/T ZSVHHZIlOS HHZ do f,/T ZSHAMAOS HHZ do .ZHVd TSO£ 30V& TT 3kVn7OA TSO£ ON d VI/V A3AHnS G31d1IH30 CLZ93 'oN A001S IMWHS . V-986 'ON WHOd ' l 7sYA FORM NO. 985-A 00 gusi.mg- ' o?~ - io y7 ?(nKmAmLuEB8H Stock No. 26273 ,Cow 13 -2JI- 1o Y7- lD - 0/3 5394 f3 ~ I'S/ 3to C/ 7- 0 - 4( CERTIFIED SURVEY MAP NO. 3050 scCrobcCa,Wl VOLUME PAGE 3050 w N PART OF THE SOUTHEAST 1/4, OF SECTION 27 TOWNSHIP 30 NORTH, RANGE 15 WEST, CITY OF OOD CITY, ST. CROIX COUNTY, WISCONSIN ~S C 0 Jv •M••••-•.S , SCALE: 1"=300' * DONALD M;*+~¢• 0 0' 150• 3001. 600' CLARK i i 5.1580 OWNER: UENOMONIE, Hll 1 AMERICAN INVESTMENT CO. 1673 13 1./2 AVE, HWY 8 E P.O.BOX 99 N / BARRON, ~f S BARWI 54812 DRAFTED BY :3 inn DONALD M. CLARK LOT 1 GtiA I J~ / g-175,296 SQ. FT. zq~T qq 3 same unc a Hv vrss 114, ssc n (4.02tACRES) LESS R`WW ~S N v I S 202 3 6 SU. S~gA (4.65±ACRES) 3a z 2tio~,Zk sog~,r~,tl,~MoAo LOT 12 z w z I NX 320,346 SQ. FT. X 841- ti ~ j~l ( \ •d6g W F W (7.35tACRES) r; C c i l. 304,035 SQ. FT. LOT 1 , s p s (6.98tACRES) LESS R\W 3 327,9421 SQ. FT. Iu Ss- . 4 q ~ / i2• F 33, ~ L,, i (7.53±ACRES) -J 9 J 306 748 SQ. FT. a v ,C m flPS C7.04tACREi) LESS R\ ti til ~I ' ~ 31~o I A^ QI LOT 11 S6sl s°~ I J I I I o'' ~l 795,849 SQ. FT. % z 1 AI (18.27±ACRES) <1 LEGENI~l wi I I 704,680 SQ. FT. ^ CR v T NER ~I w (16.18±ACRES) LESS R\W ~o I OONOTED) JI cu 3 I \ IK O..I I. i. cb ZI • SET, 3/4'X24 REBAR ° <1 a WEIGHING 1.502 LB& I I' C5 op -11 18 PER LINEAL FOOT. w Z i s, S 8742'48' W 0_110.54' ti Z-) I . 0' --~RIV 42 W 765.37' N WIDTH OF R\W VARIES 17 .17' SOUTH 1/4 CORNER N 88.55'42' W 2622.24' SEC.27, T30K R15W SOUTHEAST CORNER ST. CROIX CO. MONU. UNPLATTED LANDS SEC.27, T30K R15V ST. CROIX CO. MONU. CURVE DATA TABLE CURVE LOT RADIUS ARC CENTRAL CHORD CHORD BACK FORE NO. NO. LENGTH LENGTH ANGLE BEARING LENGTH TANGENT TANGENT 1-2 664.80' 580.15' 50400'00' N.25.07'24'E. 561.91' N.00.07'24'E. N.50.07'24'E. 11 664.80' 444.07' 38.16'20' N.19.15134'E. 435.86' N.00.07'24'E. N.38423'44'E. 12 664.80' 136.08' 11.43'40' N.44.15'34'E. 135.84' N.38.23'44'E. N.50.07'24'E. CEDAR CORPORATION 604 WILSON AVENUE MENOMONIE, W154751 (715) 235-9081 PAGE _LOF_.a Do Al. 1808-9E1(StI) 19L6S IM 31N0W0N34V 3nN3AV NOS71M 609 NOLLMOdb00 HV030 '3,20,OE.Z6'S '3,6Z,LE.SS'S ,LZ'609 '3.E6,E0.66'S .22,LO.ET ,69'909 ,00'6692 6T '3,6Z,LE.SS'S '3,9E,6E.99'S ,L9'60S '3.00,90.19'S ,ZT,LS.OI ,***SOS .00'6692 Cl '3.ZO,OE.Z*'S '3,9E,tE.99'S ,88'aOTT '3.61,ZE.6S'S ,6£,60.62 ,EO'TTTT,00'669a ST-6t '3,66,6T.LE'N '3,2E,E8.S6'N ,ZC'882 '3,8E,92.T6'N .86,£1.80 ,99'882 ,06'8002 Cl '3.ZE,EE.S6'N '3,6Z,4O.OS'N .00'091 '3.82,09.L6'N ,29,EE40 ,60'091 ,06'8002 21 '3,**,6T.LE'N '3,62,LO.0S'N ,L9'L66 '3.6E,E1'.E6'N ,0*,LV*Zt o09'SV* ,06'8002 6T-Et '3.6Z,LO.OS'N '3,02,90.6E'N ,T£'T2T '3,2S,9E.66'N ,60,10.11 OS'TZT .08'IC9 ZT '3.02,90.6E'N '3.6Z,L0.00'N ,19'T26 '3.ZS,9£.61'N .99,89.8£ ,98'626 ,08'TE9 TT '3.6Z,LO.09'N '3.6Z.L0.00'N W KS '3,6Z,L0.92'N .OO,O0#OS SE'TSS ,08'1£9 ZT-TT '3,62,L0.00'N 'A,ZIs SS.88'N ,66'6£ 'A,60,62*WN ,90,£0968 ,ZE'66 ,ZS'82 01-6 'M,26,SS.88'N 'M,86;26.48'S ,90'£29 'M.EE,EZ.68'S ,0£,12.£0 ,ST'EZ9 ,$19'MOT 6-8 '3,TS,O$,9. S '3,11,91.£6'9 ,90'L2 '3,10,89.26'S ,02,6£.00 ,90'42 ,00'OIL2 L-9 '3,11,22.86'S '3.SS,S6.SS'S ,TO'BL9 '3 220,K*W S .26,£2.21 ,6T'6L9 ,00'LL9Z 61 '3,ES,S6.SS'S '3.tO,80.L9'S TC'OES '3,L9,92.19'S .80,22.TT BT'TES ,00'LL92 £T '3,11,ZZ.66'S '3.T0,80.L9'S ,8E'ZOT1 '3,90,9190 'S ,09,2642 ,2E'0111,00'LL9Z S-6 '3,60,SE.9E'N '3,09,ri.96'N ,69'SIE '3,L9,60.16'N ,96,60.60 ,L6'STE ,06'9461 ET '3,OS,66.S6'N '3.**Z,4O.OS'N ,88'OST '3,LO,9S.L6'N ,6£,22.60 ,26'OST ,06'9461 21 '3,60,SE.9E'N '3f:*Z,LO.OS'N ,T8'S96 '3,61,IZ.E6'N ,02,EE.ET ,68.996 ,06'r.L61 v-E l ('1 N dl b'1 d 4 3b~J~,, , aacoW '.~sull~ aau~~~a9 T" s AllO 00OMN3l9 JO A110 :(33AO8ddV LINO pN~ 08Sit-$ 099L 'S'I'21 '118V10 'W 01VN00 •w aiv~ r + 5661 7VaFAWWW AO Ado _W_-A7SIH1. 031VO spN o o s 3WVS 3Hl ONIddVW 0NV ONI01A10 'E)Ku 2 m NI MONO '1S -40 AlNrZ 3HI~J V A110 OOOMN310 JO A110 3Hl JO SNOLLVln53N NOISIA10am 3Hl ONV SMnIV1S 31V1S NISNOOSMA 3H.L -40 6£•9£2 2L31dVHO JO SNOISIA08d 3H1 HIM 0311dW00 AllfLi 3AVH I 1VH1 '30Vw -40383H1 NOISIA108(1S 3H1 0NV 03A3Aws ONVI 3Hl 30 S318VONno8 N012131X3 3H1 AO NOLLV1N308d38 1038800 V SI dVW SIHI 1VH1 *N3NMO 'ZLS6S 'IM 'NO88V8 '66 X08 Od "00 1N3w1S3ANI NV0183WV 8oi '83NoVM OIV2130 AO NOLL03810 3H1 1V dVW ONV NOISIAIO ONVI '.um m HonS 30VW 3AVH 11VH1 'S1N3W3SV3 ONLLSIX3 O1 103f 8f1S ONI38 0NV 'SS31 80 380W (S383V 0810 133-4 38vnoS 1,LS'9*9'L ONINIV1NO0 'ONINN1038 JO 1NIOd 3H1 Ol 1331 L9'1_LL 'M„ 81,60.8 L'S 30N3H1 '133-4 00.01 'M„ L0, LS.9S•N 30N3H1 '133-4 6Z'099 'M„ 9£,L0.06'S 30N3H1 ''3„L0,8S.Z6'S SNV38 1VH1 080HO 100-4 90'LZ V ONV '.0Z,*£.00 40 3IONV IV2LLN30 V '133-4 00'OLLZ -4o SnIOVa V ONIAVH '1HO18 3Hl Ol 3A8no V -4O 3NV 3H1 ONOIV 133-4 90'LZ 30N3H1 '133-4 9t TO •3„ LS,S0.9S'N 30N3H1 ''3„90,9L99-S S8V38 1VH1 ONOHO 100-4 8£'ZOLL V 0NV '.09,96.CZ -40 3IONV WaN30 V '133-4 00'L/-9Z -4O Sniov8 V ONIAVH '1H018 3Hl Ol 3Adno V -10 DdV 3H1 ONOIV 1334 Zi~'OW 30N3H1 "3.*L,LZ.£*'N SdV38 1VH1 080HO 100-4 L8'S96 V ONV '„OZ,Z£.£L -40 3IONV IV8IN33 V '133-4 06'946L d0 snioVa V ONIAVH 'l-431 3Hl of 3ANno V -40 O2NV 3H1 ONOIV 133-4 69'996 30N3H1 '133-4 00.OLZ '3„ 6Z,LO.OS•N 30N3H1 "3„4Z,LO.SZ'N SNV38 1VH1 080HO 100-4 L6' L99 V ONV '.00,00.09 AO 3IONV IVMN30 V '133-4 08'699 d0 SnIOVa V ONIAVH '1HOIN 3H1 Ol 3ANno V -40 ONV 3Hl ONO-IV 133J SL'089 30N3H1 -1334 *9-099 '3„ *Z,LO.00'N 30N3H1 133-4 LO-99L 'M„ Zt,S9.98'N 9NinNLLNO0 30N3H1 'ONINN1038 30 1NIOd 3Hl Ol 133-4 L L'S8L L 'M„ Zt,S9.88•N 30N3H1 'LZ NOLL03S OIVS d0 283NUO0 1SV3H1t10S 3H1 1V ONION3W400 :SV 03818OS30 A-I8v-i 1OLL8Vd 38OW 'NISNOOSIM 'A1Nnoo X10210 •1S ',WO 000MN3IO -4O A113 '1S3M SL 30NV8 'H.L8ON O£ dIHSNM01 'LZ NOLL33S 30 6/L 1SV3Hlf10S 3Hl d0 16Vd 03ddVW ONV 0301N0 '03A3mns 3AVH 11VH1 'A-4LL830 A8383H '2i0A3mns ONVI 03831SI038 NISN00SMA '>18VIO 'W 01VN00 I NISNOOSIX 'AlNfl03 MO2I3 US 'AMD Q00ANT10 JO AMD 'ism 5T HONVU 'HIZION OE dIHSNKOs 4z NOILMS,/ 3O `~/T LSVaH.LflOS HH.L 3O ZHVd 0501E 3JVc ` IT 3wn70 1 u- "ON d VIIV A3ALMS 0313111130 UZ9Z 'ON )POTS % V-986'ON W40J , 4 4F1C111•mr Stock No. 26273 124,j '47/-- /oy7- ~D-D/9 TS~s I .Cat a0 2.f /0 C/7-1a0 1~ s FILED ~ 539030 JAN ,3 0.1996 ign- CERTIFIED SURVEY MAP NO. 3052 VOLUME 11 , PAGE 3052 N PART OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4, AND PART OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4, SECTION 27, TOWNSHIP 30 NORTH, RANGE 15 WEST, CITY OF GLENWOOD CITY, ST. CROIX COUNTY, WISCONSIN EAST CORNER SCALE: 1"=300' DRAFTED BY : S EC27,/T30K R 15W DONALD M. CLARK LEGEND ST. CROIX CO. MONUT 0' 150' 300' 600, VERNMENT OWNER: CORNER AS NOTED) AMERICAN INVESTMENT CO. • SET, 3/4'X24" REBAR 1673 13 1/2 AVE. HWY 8 E. P.O.BOX 99 WEIGHING 1.502 IBS. BARRON, NA 54812 PER LINEAL FOOT. UNPLATTED LANDS w sa . wm+ i.n~e s se arse v~ sra n ~ ~g2 Q+ \ 6 X26 -Z \ \ / ~ "F ~rpp 9s \ \ \ \ I X96' I 6'~ \ LOT 21 FTC s j~ 223,527 SQ. FT. o \ °°~y (5,13±ACRES) 6 206,953 SQ. FT, 2 \ 3.2 (4,75±ACRES) LESS R\W swam= :3 D 2 OD "SCOH N o DONALDM. LOT 20s w, 0 3 I 3 CLARK C? %D f::41 U N N s-VS80 375,114 SQ. FT, W) zl - aN r MENOMIaNIE,.;~.~ w (8.61±ACRES) °D CD OD <1 ~Z 0" 0 m 371,104 SQ. FT, id W 8-C ~ ~ (8,52±ACRES) LESS R\W o w ? ? ~ c HI //-/•f -9S 3 CL I UNPLATTED LANDS w ZI 00 S 83'30'02• E 500.00' ° a S 83.30'02' E 387,38' rn 887,378' w Zh ryonp SC% C ~ , I1~ l n T ~2 LOT 19 k (U { 231,026 SQ. FT. CD p-~R1~VAT CD a (5.30±ACRES) cu ROAD zo N 88.55'42' W 972.03' 1650,21' SOUTH 1/4 CORNER N 8855'42' W 2622.24' SOUTHEAST CORNER SEC27, T3014, R15W SEC.27, T30K R15W ST. CROIX CO. MONU. UNPLATTED LANDS ST. CROIX CO. MONU. CEDAR CORPORATION 604 WILSON AVENUE MENOMONIE, W! 54751 (715) 235-9081 PAGE_ -OF-o-P 4/a ao Ad. 1~do~3oVd c906-9ea (914 [9L69 1M 31NOWON3W anN3/1 V NOS71M 609 N011Vhf0d&00 dV030 'A,TE,09* W N 'M,E0,91►.6E'N ,60'86 'A,LT,8ti.01•'N ,8Z,t0.20 .01'86 40'0I4Z ET-ZI 'M,£019t#6£'N 'M,T0,20.S8'N ,66'£92 'N,20,VZ.Z9'N ,89,91#9t ,86'OLE ,00'M 21-11 'M,SZ,~T.t►E'S '3.£Z,91r.L4'N ,W111 'A,9E,6S.££'N ,8MC.£ZZ ,80WZ ,00'09 11-01 '3,68,00.14'S '3,40,£0.S9'S ,L6*tGl '3,8*,T0.ES'S ,M-20*tB ,TT'921 ,00'Z4E 6-8 '3,L0,£0.S9'S '3,ZS,9S.1►9'N ,20'66 '3,9'29,99.68'N ,10,00.09 ,EZ'201 ,91'LT1 8-4 '3,2S,9S.t9'N '3,*0,6Z.T£'N ,4£'29T '3,8S,2T.8k'N ,8t►,42.£E ,OL'*91 ,00'282 9-9 '3A,0,6Z.TE'N '3,0t',S*.1►S'N ,ZE'401 '3,ZZ,LO.E1s'N ,98,91*EB ,90'801 ,00'992 S-i 'A,4Z,9S.T1►'N 'M,*0,9f.6£'N ,09'101 'A,*T,TS.Of'N ,OZ,01.20 ,19'101 ,00'L498 E-2 'A,b0,9t'.6E'N 'A,2S,LS.98'S TT'LES 'M,90,t2.99'N ,*0,91.ES ,99'6*E ,00'94E 2-T 1N39NVI 1N3JNd1 H10N31 ON I dV3fi 3'19NV H10N31 H19N31 'ON 'ON 32103 -t >131i~9 aNOH3 \ I a8OH3 IVNIN33 388 SOIm 101 3Asn3 3 I a Vi V i d a 3n a n o 089 L 'S'l'21 'AHV13 'W a,dNOa JOAoyy '.J96ull>j a0UO.ua1 77 30 AVa :~r,7 SIHl 031Va .1110 OOOMN319 30 AID :03AONddV 3WVS 3H1 ONIddVW aNV ONIOIAIO 'ONv3A8nS NI X1080 1S 30 A1N(100 3H1 aNV A113 000MN310 30 AM 3H1 30 SNOLLVIf103N NOISIAIa8f1S 3H1 ONV S31(U.V1S 31V1S NISN03SVA 3H1 30 t'£'9£Z 831dVH0 30 SNOISIA021d 3H1 HIM 0311dW00 AllnJ 3AVH 11VH1 '30VY4 30383H1 N iswa8(1S 3H1 ONV a3A mns ONVI 3H1 30 S318VON(108 2108131X3 3H1 30 NOLLV1N3S3Nd3N 10328100 V SI dVW SIHI 1VH1 '2N3NMO 'ZL8t•S 'WI 'NO88V8 '66 X08 Od "03 1N3W1S3ANI NV3183WV 803 'N3NOVM OIVN30 30 NOLL03810 3H1 1V dVW aNV NOISVIIa ONVI 'A3AdnS HonS 30VW 3AVH 11VH1 S1N3W3SV3 ONLISIX3 01 103f ans ONI39 aNV 'SS31 80 3210W (S383V ZVZ) 133.E 32vnt)S ss£'ZS ONINIV1N00 ONINNIO38 30 1NIOd 3H1 Ol 1333 Z9'090 L 'M«99,80.00'S 33N3H1 1333 6Z'ZO l '3« LO,ZO. LS'S 33N3H1 '1333 96-99t '3«6Z,00. lt''S 33N3H1 "3«8*j0.£9'S S21V38 1VH1 a8OH3 1003 L6't•5L V ONV '«8£,Z0.*Z 30 31ONV WHIN33 V '1331 00'ZL£ 30 S(11avN V ONIAVH '1H018 3H1 Ol 3ANno V 30 08V 3H1 ONOIV 1334 ll'99L 33N3H1 :3.979.99.68'N SNV38 1VH1 080HO 1003 ZO'66 V ONV '«10,00.05 30 31ONV IVSIN33 V '1334 S1'Lll 30 Sf110V21 V ONIAVH '1HOIN 3H1 Ol 3ANno V 30 o21V 3H1 ON01V 1334 MZOL 33N3H1 1333 9Z101 '3.Z9,99.t'9'N 30N3H1 ''3«89,ZL9t*N SNV38 1VH1 O210H3 1004 1-£791 V 0NV '«8t,LZ.F£ 30 31ONV lVdIN33 V '1333 0078Z 30 Sn10V21 V ONIAVH '1HOIN 3H1 Ol 3A21f1o V 30 ONV 3H1 ON01V 1334 0L't91 33N3H1 3«ZZ,L0.£t•'N S8V38 1VH1 080HO 1003 ZC'LOL V ONV '«92,9L.£Z 30 31ONV IVUN33 V '133d 00'992 30 Sf11avN V ONIAVH '1331 3H1 Ol 3 ano V 30 088 3H1 ONOIV 1333 90'801 33N3H1 '1333 LL'OOL '3«0t',9t'.t'S'N 30N3H1 1333 9Z'901 '3« L9,90.99'N 33N3H1 `M«t'1,19.0t''N SNV38 1VH1 GNOHO 1003 09-LOL V ONV '«OZ,OL.ZO 30 31ONV IVUN33 V '1333 00'LL9Z 30 sn10V21 V 0WVH '1331 3H1 Ol 3Aan3 V 30 088 3H1 ONOIV 1334 L910 t 33N3H1 '•'M.90j Z.99'N S8V38 1VH1 (3210HO 1003 ll'LC£ V ONV '«t'0,91.£9 30 31ONV lVaN30 V '1333 00' niavN V ONIAVH '1H018 3H1 Ol 3Abn3 V 30 021V 3H1 ONOIV 1333 99'6t'£ 33N3H1 I%k$ -1333 6£'699 'M«95,£ l.Z L'N 30N3H1 Q~ '1333 00'005 '3«20,0£.£8'9 30N3H1 IM 1333 'b£'£OZ '3«b L,,S.9Z'N 30N3H1 31NOWON3" ♦ '1333 00'00L '3«8L,t0.L0'N 33N3H1 0681.9 1333 207L6 'M«Zt•,99.89'N 30N3H1 mum ~ •LZ NOLL33S 41VS 30 213N2100 1SV3H1(lOS 3H1 1V ONINN1038 'W O,Ivw).o :SV 0381NOS3a + Al21Vl(1 2I cj+`380W 'NISN00SIM 'A1N(1o0 X10210 as 'A110 OOOMN310 30 A110 '1S3M Sl 3ONVN •~r~/' 8Q*4- *Sh1~1A01 `LZ NOLL03S 30 V/t 1SV3H1f10S 3Hl 30 -0/1 1SV3HJLnOS 3Hl 30 INVd ONV } 11 fl1~ 30 Vt 1SV3HI80N 3H1 30 121Vd 03ddVW ONV 0301A10 'a3A3A8ns 3AVH 11VH1 r" r :A3LL2130 A83213H '2NOA3mns ONVI 03N31SIO38 NISN00SIM '>18V10 'W O1VN00 'I MSMODSIX 'A LNfl03 MOZID US 'AJ,ID (100ANTID dO AZID 'Mak 9T af)NVU 'MATON OE dIHSNMOS la NOLLOaS 't/T Iff-M-1110S alu 30 t/T LSVaHLflOS aHS 30- Sid (INV ck/ T, .LSVHHyllOS SH.L D I ZSVMUHON HILL JO lHVcl ZSO£ 3gdd 11 3Wn70A Z.Suc- 'ON d yily A3Aans 03lmfa d3o MUZ 'ON )POTS V•986'ON WW0J Wsconsin Departmen f n ustry, WO A "N T EA~ R / Page )I of Labor and Human Relations Division of safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code ~b& qzL COUNTY Attach complete site plan on paper not less than 81/2 x-Tfi o f i n must include, but ST not limited to vertical and horizontal reference point (f#",'direditt scale or PAR EL D. # 7 dimensioned, north arrow, and location and distaracto nearest road. APPLICANT INFORMATION-PLEASE PRINT ALL I~NfORM'N R IEWE DATE O r PROPERTY OWNER: P LOCATION S 1r --S W ) S w - e, t,,w SF ~ wJ - ie, B V ~ l ~ 1 @ 2 1 C /11 1 1 I . ~ v ~ T ►~I C S R ' ' ~ . ~ , 0 `r S E 1/4 S r` 1/4,S Z I T N,R I S E (`"V PROPERTY OWNER':S MAILING ADDRESS 5 r' L BLOCK # SUBD. NAME 116 CSM # ~l 16 3 vVit CITY, STATE ZIP CODE PF40NE NUMBER `67 []VILLAGE ®fOWN NEAREST AD , B>'~ZCzUtu, kj\ s(1812 (~1 5 : 31y~ ~Lvo Cot) New Construction Use[ ] Residential /Number of bedrooms [ ] Ad i*Q i to existing b kiln j j Replacement [ ] Public or commercial describe Code derived daily flow - gpd ecom , g Absorption area required bed, ft2 - trench, ft2 Maximum desi n loading rate - /ft2 trench, gpd/ft2 Recommended infil on surface elevation(s) It (as referred to site plan benchmark) Additional design site considerations EVR~.ytr'tED'b _bTTi1LMI&)IZ SQk'M1L.11'y FOR 1~o~'TIF}t, b$jEL*►hev7-. Parent material l Flood plain elevation, if applicable - ft rsu =Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDI=Unsuitable fors stem r-Qz ❑U ❑S ❑U ❑S ❑U ❑S ❑U ❑S ❑U ❑S 8uR1)u G 'FOTC TION REPORT S\~s -o b L I r14 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trertdt ..1 X-K [ 0-1 X0`12 3)z s Zwt alak m 0L_S o,S o. L 1.tw-t1_V111 - 'SiI Z`Fs~k m`~'~ cs o S o.L Ground 3 9 -S 1~ `C lZ 31L c l 10- S bh Tl~ o.Z O y14 elev. ft Depth to limiting factor Zv Remarks: Nlt&*`\\ NZ MA-1Me~J De3 ~yE `VU 1--i", stUt;~ GL" LEIP w flfi Zy, Boring # 1 0-$ 10 \9 _ 312 Stiff Z~Sa1l Vim' 1' o. b w Z $-S l(J-fD 3fL Sl, ZisX12 Y►1~~, cam, - o.S o.L Ground elev. ft. I Depth to limiting factor S4" Remarks: Su tTf'CA LE ~oR ~-i uu~,p 1~T-GRADE . Pus S 18L~~ lfy_GR.uywD ~15SU12Q T Name:-Please Print Arthur L. We erer Phone. 715-425-0165 eress: gerer Soil Testing & Design Service-P.O. Box 74 River Falls,WI 54022 Signature: aa~~ CA Date: CST NumM00576 y PROPERTY OWNER q'tIVZl,CAU ~IJV~r*%:~~SOIL DESCRIPTION REPORT Page 2 of 9 PARCEL I.D. # Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence BotxxJary Roots GPD/ft in. Mun$eIl Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 0-8 1o`1R 313 St) 2`Fa-bk m'F1, a$ - o.S o- L x~ <; 4 Z S lu`1Q y/y - s i1 z►+~ Sbk 1+1'~~. 9s ~_S L Ground 3 3E S13 -7-SyR Y/y ~'L7SYR S/8 C~ pw~ we elev. ft. Depth to limiting factor lit oyn,~ Remarks: S v L h:.p7, Boring # b do cL 31 Z - s t Zwi a-bk -F~. a-S o. s r, y Z ~-1~ 1o~t2 Y!y - St.1 3 `F~-vk w.~~. cs ~ o•S• o.~ 3 ~~-3b i ~ytZ 3/(~ _ s~ 1 Z ~ soh m~>, cam, - a- s ~ n. ~ Ground elev. 3~•Sy I Uf P- 3!(, s~ ~ 1C Sb1Z hlc.S _ Z o. 3 ft. S Sy-6$ ltJ7R3/(, ~`S4~ 5/g S~ I Oti+. 1M~G Depth to I limiting factor 5 ' Remarks: Sv~`Clt`13LC Fog Y,-wjy\A } t° T G1 irt)e Ls\", _1rw- ~2lJU ~ ~1?~SSUIZG Boring # ! D_ 10`-~ Q 3 ! Z ~ S t ~ 1 ~ ~ ` `M. T1-• ~ S - - 1 V• a•S S Z 9 1 _2 to ~V! s' Z s~ c ~t z{ h rn'~'1,• S 3 Z,D-~Z S t'ltL-vl/ -.Skim S/b S) mj -}n` 1, - - - Ground ZZ 1LM S V~r' bt►C elev. ft. Depth to S 1,Co~-M ° PLO S v\t 4 limiting 3 NS 2.Sy o-` two tiu 1Z C factor Z1 Remarks: S~ IT" LF_ ~R MOVNN . Boring # 1 0- ~ 1b4RL 3l Z S l ~P 1 ~n~1^ °~S - o. 3 6 Z$-Z S ~0 tZ y! _ S 1 Z `Fa-~k VVI as ° S o 3 ZS_y) tb`t23J(, T; l sb1~ Cw - o. i o.3 Ground elev. y !-SS 16,1 2 3!L C- . S K \Z s !g s),] yn '~'h - ft. c 1 P SS-6~ 1.0yR S) Z. -~,SyR Spa S Otiy v" Vi-~. - - Depth to limiting a 1 Ly P Ps'R-7 ~-p 1 V `F 0.1D factor © ~u rv S 3 l L CJ6t~'t's 5 S S U! LS -YIL Remarks: RX M "vim , 19T - 612q-fl `c ^,an A3inrR nrMM PR0kRTY0WNER11"'-ZW1'X) )AJY-3lTlWV SOIL DESCRIPTION REPORT Page 3 of 'PPARCEL I:D. Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 71 I O `9 Z- 312 - S t 1 Z wt S Yi V-" T1~ S - 6-S 0A. a Z $ A 6 t tJ 1.1 tz w u - S t I Z `Fs Dk Y~, CS o .5 0. - F I I Ground 3 16 38 L34v- 3/1 Cj S`1 R VA- Y''► T 1 _ elev. - ft. w S S t i r co Depth to limiting factg ~ F-F: 1''t'~CI3LF Remarks- Boring # , p-a ~O`i,t~ 3~Z S 1 l Z.►vtS~tiC 1M-`~h q-S - o-S c. b El Z S-1S 1O `tiR Y!y - sit Z sbk S n.b 3 11SIZ3 lkw-l s `t 2 ~/l6 s i 1 Z sb1~ vn ft. C S. - Ground _ elev. Z3 3 lw`t R- 51) C p'"` wt 1' - Q CtS N w S S LLT QO t't'1`S Depth to limiting factor or " - Remarks: U~-' SU `3LE Boring # 0-8 -t TL 312 sbk 1'~~1~ CS o.S . n• ~ q. Z g -28 do 2 4~Iy - s i I Z `F h• 3 z~-~1y ~.s~r2 31Y ~;~s~IR yIt_ sal ow, w~ 1' cS Ground tpy tZ S1 S o m~ `~h _ _ , elev. yy-S9 tiu~l vz X16 S1 I QVI-A -WI 4- L ft. i 2 1L p Z f 6k Depth to limiting cs--3 -N-\A N °10 0 S" %clor Remarks: S U ZTf~B L X012 Y'1 ~y1y1J Boring# D--1 10`ttZ 3lZ s bk mfg - o-S b to Z -t9 1~`'1R fly - S I) -Lyn 3 19-ZB R s) t. - sl-pal Zw% s 1Sk rn~4 a, S _ a- Z 0.6 Ground t elev. Z&-6D • S `12 3! , s tt y/. 6~ c 1 om ~ i - 1b Z °~-b - ft Depth to NUF-w t LL( P kRT limiting ai -WvL)U S St L asurf " factor Remarks: Sv \1t3LE X12 1~'1uV1M~ SqD-8330(R 05/02) PROPERTY OWNER)"AMCW 11223 ► SOIL DESCRIPTION REPORT Page-y- of ' PARCEL I.D. # Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bax,clwy Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 0-9 vo--t9-'~' !2 - s i l \'t' 1 wL46- ws - - 0.3 Z 9_3p 10`12 y/y sLl Z`Q Sb)t ~n`f~ CS o_S o•b Ground 71 3o-S13 -..).S L112- V/6 Ytz s a. C YN-n v ~ , 9 s - elev. ft. 4 So-61 10`t ►z 6!y co," v f1- - Depth to tJl 'V L t11 Z h. limiting factor Cpn~ g S►L cwr-.% I Remarks: SV \~`I'~131_ t=0\L 1`"10U1V~ Boring # \i Z -I tio`t iL y! y S1 ) 2 A- s b k Vn c s - o_ S o- 6 3 1T 11 '-1rz- v1 R vA. s t 5 Z+Sb4Z w,.~~ c s - Ground elev. 4 1c13 lv+-l2s1► -1.SV2VIL C d VH` I• ft. Depth to limiting factor ,CN JJ i t Remarks: VN SU t1"i31~ Boring # lv~lt ~tZ - st\ Z►~s6k vr,~h a,g _ o.S 3 VL_-ZZ Iu`1R y/cv "Z Hti. V/6 sr 1 Z.'F ~btz *c - - Ground elev. 20 32 lb `'I lZ Sli 4/f. C 4h~ f' - ft. - Depth to limiting factor Remarks: UrV s y l't Pt'13 Lt;~ Boring # t o-$ ~O`1R 3~Z - s11 Z►,.,,Sblz Yn`F~. 4.S o.S o.b f Z $_~g ~o~Ryly - sil Z~s~k m`FL ~g _ o•so.b ~ t$=SS t u`'l a- ~ f~ y R sJla ~g oti.., ~ v - - - Ground , elev. (j QZ Kj /v IL-m 2 yr/ ~r C-9,1 )TM S) 8 ft. Depth to limiting factor Remarks: V >`1 S V L`i`Pt Z3 L- ';qfl-Q330/R OFIQ?I PRoP MOWNER PTte;LlCAn) rNUhSTME~JrS SOIL DESCRIPTION REPORT Page S of 'PARCEL I.D. 0 - h Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft Boring # Horizon Dept in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench -1 Lo"1 2 3lZ. S L -LmSID►z m'~L- g s (3-S 0-6 1ST Zo~tZV/ - s► l Z~sbk >-n~FI- cs - o.s v_L Ground 3 lU-l1 LO`iRYl ~-)i.- L!R Y/L S t) zlFSbk WIT), cS - elev. ft 14 I QS 4 6Z S j) e-1- S b 2 V/G C ltic f Depth to limiting factor - Remarks: Ulv :S k3 l~''Pf$ LE Boring # 1 0 -7 l0" 1 tZ 3 j_2 S 1 Z *h S bk yv~`~~ cz S o• S Q,, L 1b Z ~_tS t(-,S4►ZY! s, l Z` `s~k mil- CS - o-S 0-6 3 15-19 101-1R wy 4Q v/L S) 1 2 `fSby~ 1+~~~ cg - _ Ground elev. y 19 -3 1 ~`i R S / 1 O ~ft Depth to limiting factor B LE Remarks:- Boring # st1 Z'"~Sbk wi ~'t aS - o•S 0 -1 1 O`'tR 3 L z. R 51' 2'F-Sbk ~g , o, S'o•~ S l0`4 3 13_03 !U`tRVI -~1Sy1Z. (4)(- Ground _ elev. 1~--33 l vK2 SII c~.s u!L C Owe` t' - Depth to timifng factor ~S~ Remarks: v >vS U t`T h l3 Lt' Boring # S Z `FSbk 4q v`~~- c S o. g o. 6 c~_~3 l0~ t~ 3[3 131 Z $-i3 )-Q`12~l1y - S1 lwtsbl~ ~,~~t,. c~„ - oYo•s 3 23-4$ stttZ 31 y - GH g o s~ 1 CS - C) 0-b Ground elev. Q[ --)6 S `7R Vj6 - S O S9 'M - It. Depth to timiling Remarks: S~ t`C ~C M12 CU>L1UL1~1T1Ly q L Bf o~ `112 ~S . S8D-9330lR-05/021 PROPERTY OWNER t-K►y~1w>T3Tw►~1-SSOIL DESCRIPTION REPORT Page, (o of PARCEL I.D. # Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Bourtlary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench El 1 d-9 ~o ~t~z.3tz ~ sil Z sb ~~1; cS o.S o.6 Z 9-t.S do-ItZv/y - s!J Zvtabv, e-, S o-S 0.6 Ground 3 IS -Z-Z )0-) R . Y / Y C" s't tt-s / S i I Zwt s1t, 41 L S elev. 2 Z-3 ft. L 1 U `t R 316 Depth to S 36-qS to `1 fZ S j) C OH, m`F I - limiting factor I Remarks: Udy Sy""J3 ~-C Boring # I _ °I 0'-1 z t Z - 5; 1 Z s b w, ~S o. S 11o. 6 Zo Z q_Zs y1 c~•SyV4S/Ob si1 sbk 3 Zs-~{3 (UHtZ316 ~Sick oti,., m~j ~ - , Ground elev. _ ft. Depth to ` limiting 1 fac or,. Remarks: UbV y X'Tf"T-'M Boring # s I o--1 to ~-I ~z 1 z SL ( z stilt w,~~ q.s - o-S' o- L •21 Z -1 b tip ..E 2 y/ y s 1 1 2 W-L O- S o. ` 3 lb zo 1072 slz - c-,1 3°~-b~ m~i CS - d 1 14 10-S Ground elev. 4 20 Zy ft 1q`1tZS1 ~~•SyR y/ C 3~abk rn~;' ~S - j . S 2.y 3 Depth to S `1%Z SlL Sc, pr,~ ~j - _ i - ` limiting factor ~ I Remarks: U "Ai S U I-r" L~ Boring # J-~' 1o'-~R 3IZ st1 Z`F s~k m~v. q,S ~.sEO.6 2 2 ~_zo tivyru! - s•11 `nn 3s z V-q cS w6 Ground 3 Zo-ZZ 1.O~t ~z. Y/y s H ~a_ y/ S i I Z, vvl s bk M fit- as - elev. LL/ ZZ-yo --).S tilt. s/% sue) ow, m i. ' ft. Depth to limiting factor ZVI Remarks: LAS V t PROPEFIT OWNER I ~ SOIL DESCRIPTION REPORTv Page-? of 9 ,PARCEL LD. Depth Dominant Color Mottles Texture Structure Consistence Bardary Roots GPD/ft Boring # Horizon in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench b--7 °.-S b•S o•~ ula z -1-tY~ t0`1tZvIV - SO 115 ~k w~~M ew v•S o"6 Ground 3 tg-36 -S-1lZS/b - ~Gr ~~-sbk ~,hv-~y Slav - o.S o. elev. ft 3b-S~-s`12 s16l-SyR V/y e \ a~ Depth to limiting fa3b,~ - Remarks: S~ LL ~01Z wt owvp Boring # ) _ L S o . S € 6 b-~ 1D~lCL- 31Z sLl Z~Sbh m~H Z -2A L~ `[2 (I /y Sl) Z'~JbK w~'FM - p. S p. L Z 3 Zo-Z Lp`1RS/1 TS o sal cs - G. So.(, Ground s _ elev. y zS-4b 'j.S-t 2 S )b. ~l y2 Y!y ~s o>~ m'Fi I Depth to limiting factor Z S U Remarks: L = Fb12 M'! OUKJZQ Boring # - 0 6 0-1 l0`'lR 31Z s l ~Z~Sb1~t mih 4.S G. S 1111 MIN MI rM, ZS _ s Z 5 b vn `Ft- cS ~ o t. 1 3 zy-S9 ~-t,~s ~ 2 s /e 1 msbh -o>n vh.`F t' - - Ground elev. r~ K`n - - lu~Q ZI t b`t R t S `t R 3 L _ ft Depth to limiting factor Z q w Remarks: S U tiff( U F6'2 M Wkyt Boring # 1 0 -"1 1~"I 1Z 312 S t k Z Z -2l ~o~tz 3~6 - I' 3 sbk m-~yr cS - o•S 0.6 o. : o•le. 1 Z8 o 31 cS ti S 3 o ~ tZ--Yl6 Ground elev. 3j '7 • S -1 R 3! - S 1 az61z Nn b, 0.5 ft L - - - 3! 33 -fJ l S R- .S Litz SIB S ~ wl `F `l Depth to S limiting factor Remarks: 1=012 MQUka;Z~ SRO-9330(R.OS192) f '►~RR~Cf1~1 SI~lU~3TM'~ TS Page PROPERTY OWNER SOIL DESCRIPTION REPORT of 1 PARCEL I.D. ff , Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bou~lary Roots GPD/ft In. Munsell Qu. Sz. Cont• Color Gr. Sz. Sh. Bed Trends .Z.~ 1 0- s tio~t z-! Z s i I Z wt h a s a_ s o, b 2 IS-1-1 1,0-t,e. Yl3 s I Zrn Sbk ► CLv u'S a lti Ground 3 1~ -~s ~o-t! y - s 1 z s yh >n,. O'S o. elev. ft. 3S-S I l.O&t, fZ Y/b -S't(L S/8 C Sbk YYt T I - Depth to limiting faorS Boring# Remarks: SU ''~'"fll'Z 1")UU►v~ . 1 0--~ \o~\Z 3I2 ~ S 1~ Z'F qh YhU0..S ~ Z g-2-6 10`111 y/ S t Z~sbh ~vt` , C S o• Si fy,` 3 Zb-29 l~~rzs/~ `~S osg mug. cg - a•s 0.6 Ground Z _ elev. E9 -37 b `1 R V~ S H 12 s~~ c 1 e S U f. _ _ . ft. Depth to limiting I factor Remarks: S U 11'~f'C'~ Boring # -1 Nt 4%z. '61Z S Z`~S~1R `^'rU'~1- 0.5 - d•S' Z9 Z-~z t~~ tz y~ - s; G.bh r~~~ s o s o. 3 vZ-zg 1 2 3!G T) 3 i0.bk ml- env - o,S .a Ground c Z elev. - l p LZ S S ClwI - - ft. Depth to limiting factor Remarks: S L) L'~`pr tL(:~ I~Q N-1U(JIUjj Boring # i Ground elev. ft. Depth to " limiting factor Remarks: SRD-8330(R.05/92) Page of PLOT PLAN - o T -Pv.- - - - - - - - - - - - - - . 0 b z3 VI I 0 44 i N m JJ .L i• 1' TOWN O OG GL.M-awoov fiA I, i iU, 61 Z i y I S• \4~ 94- e i ~ 10 ) ~ ae / J ' Io > N sto O J D I I/ f n ~ Aso J ISM S / v I 400. i1o t.~0 ` + u. ~N~ c Y a ~ ► y l~- ZC~-°15 -7 5) L-►z _ ol6s Moo S-) 6 CST Signature Date Signed Telephone No. CST #