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HomeMy WebLinkAbout231-1047-70-070 (2) Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and l3uildings1R1,-,Cr, In accordance with Comm 85,Wis.Adm.Code county Attach complete site,p)"on paper not less than 8%x 11 inches in size. Plan must St. CrOlx Include but not lim1 rtac orizontal reference point M direction and Parcel I.D. kd��� P (B )> Percent slope,scale or dimensio �h arrow,and BM referenced to n*mt rft 231-10,47-10-070 Ar Review Date O cf Plat; _, rent all information Y Personal information you provide m be as Y P may e�rr3econdary purposes(Privacy Law,s.15.04(1)(m)) // Z Property Owner Property Location Brian Hunt Govt.Lot SE v4 SE v< s 2 T 3 N R 15 W Property Owner's Mailing Address Lo lock# Subd.Name or CSM# 70416 TH Street North 1 S City State Zip Code Phone 21Ctty ❑Village ❑ Nearest Road Oakdale MN 55128 612-369-1590 4 le (mil v. To I-iillCrest 0 New Construction Use: 0 Residential/Number of Bedrooms_Code derived design flow rate 450 GPD ❑Replacement 0 Public or Commercial—Describe: Parent Material Loess over Till Flood Plain elevation if applicable N/A ft. General comments and recommendations: Boring 1 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/fe in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-14 10YR3/2 - SIL 3-m-bk d 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 mvf - 1f 0.2 0.3 Boring# 0 Boring ®Pit Ground Surface Elevation 100.1 ft. Depth to Limiting factor 25 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/le 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 j 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#1=BOD5>30_<220 mg/L and TSS>30:S 150 mg/L *Effluent#2=BOD5 5 30 mg/L and TSS<_30 mg/L CST Name(Please Print) gnatur CST Number Mark Iverson % __ 46672 Address Date Evaluation Conducted Telephone Number P.O. Box 155 Hammond, WI 54015 September 20, 2012 71 5-796-5664 Property Owner Brian Hunt Parcel ID# 231-1047-70-070 age---Z--Of 3 ❑Boring 3]Boring# ®Pit Ground Surface Elevation 95.3 ft. Depth to Limiting factor 32 in. Soil ADolication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDMI? in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 I *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 if 0.4 0.6 3 14-22 10YR4/4 - SICL 3-m-bk dh gs if 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# 0 Boring OPit Ground Surface Elevation ft. Depth to Limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDHF in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2 ❑Boring 5 Boring# Wit Ground Surface Elevation ft. Depth to Limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/If in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2 •Effluent#1=BOD5>30:5 220 mg/L and TSS>30:s 150 mg/L *Effluent#2=BODS<_30 mg/L and TSS<_30 mg/L F 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. r Page 3 of 3 0 ft. 24 ft. 40 ft. 80 ft. N 'o o� B-z o 100.1 �° B-3 `94' 95.3 95, S 96, 91>. 98, o B-1 100.0 99, Spruce Pee oQ� P di 1I2 pv Q� gM#Z Property Line --(oP BM#2-Top of 12"PVC Pipe A Neart-post 98.3' Centerline of Hillcrest BM#&DescriptionaL Bench Mark B 1 - Born Location & Elevation Elevation 100, — 9 Owner: Brian Hunt Site Information: Completed By: Mark Iverson, PSS#197 7041 6th Street North SE1/4, SE1/4, S27, 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 a • RECEIVED Wisconsin Department of Commerce S I �A (�VIO REPORT Page L of Division of Safety and Buildings ��� � '�� �""'" in accord ce with Comm'8Y5 Wis. IAdm. C e Coun Attach complete site plan on paper not less than 8 /2 x'5TFl s erte m syze Yla-must l >7J t include,but not limited to:vertical and horizontal re rence 0 GFin and Parc*,4 I.D.J°` t7 /�y 7 7Gi ,1 j percent slope,scale or dimensions,north arrow,an oca an is nce to nearest road. C / Date V Reviewed Please print all information. Personal information you provid ay be used for seconda urposes(Privacy Law,s.15.04(1)(m)). Properly Owner ` Property Location /J 1 Govt.Lot � 114�-1/4 S T N R E(or(W Property Owner's Mailing Ad /F3 s ) Lo Block# Subd.Name or CSM# i State Zip Code, Phone Number C' ®�Ilage ❑ Nearest Ld New Construction Use, idential/Number of bedrooms Code derived design flow rate y 1 GPD ❑Replaoement ❑ Public or con)mercia e: ------- ---`---`------ Flood Plain elevation if applicable ✓_ ft Parent materialr7 General comments and recommendations: -LO�Ir Boring Boring# ft. Depth to limiting factor in. IZI =l�Pit Ground surface elev. Soil Application Rate Texture Structure Consistence Boundary Roots GPD/ff Horizon Depth Dominant Color Redox Description 'Eff#1 `Eff#2 in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. Boring# [] Boring .�p;t Ground surface elev. �' ' �ft• Depth to limiting factor ti'� Soil lication Rate Horizon Depth/ Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff Gr.Sz.Sh. `Eff#1 'Eff#2 in. Munsell Qu.Sz. Cont.Color r 'Effluent#1 =BOO >30<220 nxVL and TSS>30<150 `Effluent#2=BOD _<30 mg/L and TSS<30 mg/L CST Number CST Name(Please Print) r 226900 Bird Plumbing, Inc. Shaun Bird Telephone Number Date Evaluation Conducted P Address 715-246-4516 1008 192nd Ave, New Richmond, WI 54017 4�---1/ -- J 8 >r J Property Owner_ Parcel ID# Page of F31 Boring# Boring Pit Grou nd surface elev. " J ft. Depth to limiting factor in• Soil fiication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Eff#1 'Eff#2 in. I Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. a Boring# El Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 ❑ Boring E Boring# Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil ication Rate Horizon Depth Dominant Color Redo x Description- Texture Structure Consistence Boundary Roots •E GPD Eff#2 in. Munsell Qu.Sz. Cont.Color Gr.Sz Sh. I •Effluent#1 =BODE>30:S 220 mg/L and TSS>30 1150 mg/L 'Effluent#2=BOD$<_30 rrxlll.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. SOD-8330(RWOO) Soil Test Plot P*Sn Project dame 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' 93' 95' B-1 0' L i B.M. 100' Private Drive to Hwy 128 ` St Croix road' 7Parcel APPLICANT INFORMATION- P t 10-1080x1(1 II)#33.30.16.493 Personsr kKOrrt�atlon you proNde maybe used s 1504(1)(m)). By Date I property Owner 41 RE�E(vE0 � Property lACatiat 1 Jr.dt Pam Rose GOVL 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 J I i 1. 2 4 =` Pro os CSM CRY S Code bar ❑City ❑me ®Town Nearest Road 240Th Stree Baldwin 002 5 ®New Construction Use: I Nu 3 ❑Addition to existing building ❑Replacement ❑ Pt�bR tribe Code Derived dais flow 450 gpd Recommended design loading rate 0 bed,gpolfF .5 trench,gpdff Basal area required 900 bed,W 900 trench,ftz Maximum design ba(N rate 0 bed,gpoliF .5 tench,gl Recommended infiltration surface elevations) 100.0'at 12"above 99.0'contour. ft(as referred to site plan bendimark) Additional design I site considerations Parent material Glacial ou(wash&loess over till Flood plai n elevation it applicable na 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 ® U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots C�PD� Borktgda` Florizon in. Munseli Qu.Sz.Cont Color Gr.SL Sh. Bed ; Trench 1 0-10 10yr3/3 None sib 2fsbk mvfr as 2f - 0.5 2 10-19 10yr5/4 None sil 2fsbk 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 f2f7.5yr5/8 s&gr Osg ml aw - - 0.7 Depth to 5 49-63 7.5yr4/4 mlp5yr5/8 sil lthinpl mfr - - - 02 limiting factor 31' Remarks: 2 1 0-9 1.0yr3/3 None sil 2fsbk mvfr r7aw 2f - 0.5 .1 2 9-15 10yr5/4 None sil 2fsbk mvfr 1f - 0.5 Gnwnd 3 15-21 10yr4/4 None sil 2msbk mfr - - 0.5 elev, 9820 ft 4 21-34 7.5yr4/4 None ls&gr 2csbk ml Cw - - 0.7 Depth 10 5 34-55 7.5yr4/6 f:2f:5yr5/8 s&gr Osg ml - - - 0.7 limiting factor 34- Remarks: Name(Please print) Signature: Telephone No. James K.Thompson 715-248-7767 Address A.C.E.Sort&Site Evaluations Data CST Number Ref# 340 Paulson Lake Lane,Osceola,Wl 54020 7/3/00 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, WSCONSIN. r a w " a • u %milk 11L 0 Parcel #: 231-1047-70-070 02/15/2008 10:55 AM* PAGE 1 OF 1 Alt. Parcel#: 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 R15W PT SW SE 8,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 er-d0T-39Vd 1806-9Sd(9l/� 19L69 IM 31NOWON3W 3nN3AV N097IM 609 N011MOdU00 lJV030 '3,£Z,9*.LL'N '3,£1•,6£.2£'S ,9*'89 '3,0*,92.L9'S ,1•S,£E.69 ,98'24 ,00'09 6-8 '3,2E,Zi•.S8'S '3,Zt,SS.T4'S ,ET'86 '3 ,40,61poSL'S •09,9t,.E1 ,4E'86 ,00'601 81 '3,21►,S9.T4'S '3,1.0,9496E'S ,L9'922 '3,E9,09.99'S ,SC,60.2E ,49'622 ,00'604 LT '3,2E,21•.S8'S '3,*0,91•.6E'S ,EE'61E '3,8T,6ti.29'S ,82,92.91► ,WLM ,00'601► 8-4 '3,1.0,9#.68'S '3,204£.24'S .01'921 '3,E0,80.T4'S .89,et.20 ,TT192T ,00'b492 L-9 '3,2S,9S.L8'N '3.*T,LE.2L'S ,9Z'EET '3 ,T*,6t.28'S ,6S,tZ.02 ,46TET ,00'94E ST '3,K,LE.24'S '3,*0,91►.6£'S 99'M '3,6E,11.99'S ,OT,19.Z6 ,69'STZ ,00'948 LT '3,2S,LS.98'N '3,1.0,9b.6E'S ,TT'48£ '3,90.,*,2.99'S ,$0,91.89 ,99'6VC ,00'948 S-b '3,b0,91•.6E'S '3,*2,9S.Tk'S ,09'TOT '3,VT,TS.04'S ,024 T.20 ,TS'TDT ,00'4L9Z 4-E '3,T6,0S.T*'S '3,TS,0*#Z*'S ,OL'6E '3,T4,ST.2*'S ,OZ,09*00 ,OL'6E ,00*OTL2 2-1 1N39NVI 1N3ONb1 HlON3l ON I NV3H 3-lONV H10N3'1 HlON3'1 'ON 'ON 32103 >I3Va / V 1 V adOH3/ f adOH3 -lVNIN33 0214 snia N 10'1 3A21f13 8 V i a 7 JAA�I�IZ, JOcDW 'J86U11N BOUD.UB . 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CROIX COUNTY, WISCONSIN LEGEND SCALE: 1"=300' 0 GOV�o.� CORNER LINE TABLE 0. 150. 300 • (SEAT, 314"X24" REBAR WEIGHING 1.502 Les. L I NE LINE LINE OWNER: PER LINEAL FOOT. NO. BEARING LENGTH AMERICAN INVESTMENT CO. 1673 13 1/2 AVE, HWY S E. P.O-BOX 99 L 1 S', 01.041181W. 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,, DONALD M. CLARK `.d 5-1580 f MENOMONIE, N3M LM W SW v4-SE 1/4,Mr-¢� \\ `N"UHT E•Sr 1/4-SE 1/1.Sec E7 N lul zm �� I z o M �i c I LOT 17 240,533 SO. FT, Ow S Ss 0,0 1 I (5Z ACRES) r N"� ° 1» 227,772 SO. FT. .J 7 �v V11 1 I a I <5.23tACRES>-R\W o h f a �3�z S (J F39 80,0 hS.LOT 18a QI h �`� LOT 15 °O ��C a 167,462 SO. FT. .JI I w ^ZZ, S 6 <3A4*ACRES> Tq m 215,193 SO. FT. o• d 8S 161,470 SQ, FT. N <4.94tACRES> '�j[/�p SS t� AI C3.71tACRES>-R\W � W I ' L 18%746 SO. FT. LOT 16 40, 4.15*ACRES)-R\W ' 69- 500, F-I 169681 SO. FT. 3 00' QI •.,, o� (3.90*ACRES) N 83-30,02, -i 128,380 SO. FT. �°' v W CLI ? S 87-42;9' W ? (P -R\W -t ' L4 Zy 8 ,07� T OF R\W VAR1E � J ti • • 972.03' qv N 88.55'42' W 813.14' SOUTH 1/4 CORNER N 88.55'42' W 2622.24' SOUTHEAST CORNER SEC.27, T30K R15W ST. cR01x co. MONO. UNPLATTED LANDS ST. CRa X3 CO.RMONU. --------- ----- CEDAR CORPORATION 604 WILSON AVENUE MENOMONIE,WI 54751 (715)235-9081 PAGE--1 OFD ( I 30 G;- I -*/a.00 �pdl �do�3�dd t9os-set fs�v ' 19L691M 31NOWON3W 3nN3AV NOS71M 609 NOUMOdU00 dV030 '3,20,OE.24'S '3,42,LE.SS'S ,L2'409 '3,E4,E0.64'S ,22,LO.ET ,6S'S09 ,00'4492 4T '3,42,LE.SS'S '3,9E,4E.99'S ,L9WS '3.00,90.T9'S ,2T,LS.OT ,44'SOS ,00'4492 ET '3,20,0E.24'S '3.9£,1`£.99'9 ,88'20TT '3,6T,2E.45'S ,4£,40.42 ,SO'ITTT,00'4492 ST-4T '3,44,6T.L£'N '3,2E,EE.S4'N ,2E'882 '3,8E,92.T4'N ,84,£1.80 ,99'882 ,06'8002 £I '3,2E,££.S4'N '3A2,L0.0S'N ,00'09T '3,82,0S.L4'N ,25,££.40 ,40'091 ,06'8002 2T '3,44,6T.LE'N '3.1.2,L0.0S'N ,Z9'4" '3,4E,E4.E4'N ,04,L4.2T ,09'844 ,06'8002 4T-EI '3.42,40.09'N '3,02,90.6E'N ,IE'T21 '3,2S,9£.44'N ,40,I00T ,OS'T2T ,08'1£9 ZT '3,02,90.6E'N '3,42,L0.00'N ,19'T24 '3,25,9E.6T'N ,9G,8S.8C ,98'62* ,08,TE9 IT '3,42,L0.05'N '3,42.L0.00'N ,20'4ES '3,42,40.S2'N .00,00.05 ,SE'I55 ,08'TE9 2T-TT '3,42,L0.00'N 'A,21•. SS.88'N ,66'6£ 'M,60,4Z.44'N .90,£0968 ,2£'44 ,29'82 01-6 'M,24,SS988'N 'A#84:24.L8'S 190'£29 'A,EE,E2.68'S ,0£,12.£0 ,ST'E29 ,49'IE90T 6-8 '3,TS,04.24'S '3.11,91.£4'9 ,.90,L2 '3,10,8S.24'S ,02,4£.00 ,90'L2 ,0010IL2 L-9 '3,TT,22.£4'S '3,ES,S4.SS'S ,T0'8LS '3 ,20,4fi.64'S ,24,62.21 ,4T'6LS ,00'L492 41 '3,8S,S4.SS'S. '3.I0080.L9'S ,TE'OES '3,LS,92.19'S ,80,22.TT ,8T'T8S ,00*LL92 ET '3,I1,22.84'S '340,80.L9'S ,8E*ZOTT '3,90,ST.99'S ,OS,S4.£2 ,2E'01TT,00*4L9Z S-4 '3,40,SE.9E'N '3,0S,1.1•.St'N ,49'STE '3,4S,60.T4'N ,94,60.60 ,L6'STE ,06'SL6T ET '3,0S,44.S4'N '3Aa,L090S'N ,88'09T '3,10,99.41•'N ,1•£,22.40 ,26'09T ,06'GL61 2T '3,40,2E.9£'N '3 Z L0.0S'N .T8'S94 '3,4T,TZ.E4'N ,02,2E.ET ,68'994 006'SL6T 4-E ('1 N Vi `dl V a 3n�J�0 aoAoN 'aa6u1D1 aouDJ.Jal sb AllO 000MN31O -40 A.LIO :03A021ddV �iN p O N� 1'S 0891 'S78 '>18VIO A 0IVN00 'w owe '�,�, , �`•' seal 17vx7Ard7=1y-4o �1Va SIH1 031Vo SpN�0 Si '3V4VS 3H1 ONIdddW ONV ON101AI0 'ONUl3ANnS NI XIONO 1S 30 .11Nf10o 3HI-ON`d A110 OOOMN310 30 A110 3Hl JO SNOLLVlnO38 NOISIAI08f1S 3H1 ONV S31fLLb1S 31V1S NISNOOSIM 3Hl 30 4£'9£Z 831dVH0 30 SNOISIA08d 3Hl H11M O31IdN00 AllrU 3AVH I lVH.L '30VN A0383HI NOISIAIaanS 3H1 ONV 03J13A21f1S ONVI 3Hl 30 S312NVON(108 21012131X3 3H1 -40 NOLLV1N3S3Nd38 103NNOD V SI dVN SIHI 1VH1 *83NMO 'Z1849 'VA 'NO88V8 '66 X08 Od ''00 1N3MIUANI NV0183NV 2101 '83NOVM O1V2130 30 NOLL03810 3Hl IV dVN ONV NOISIAIO ONVI 'J.3A21f1S H3nS 30VN 3AVH I iVHi 'S1N3N3SV3 ONLLSIX3 01 1038f1S ON138 ONV 'SS31 80 3210N (S383V 08'L£) 133-4 38vnoS 419'949'1 ONINIV1N00 'ONINNI038 30 1NIOd 3H1 Ol 133-4 15'L1L 'M.81,40.81-S 30N3Hi '133J WOW 'M.LO,IS.9S'N 30N3H1 '133-4 6Z•099 'M.9£,LO.04'S 30N3H1 "3.10,89.Z4'S SNV38 1VH1 080HO 100-4 90'LZ V ONV '.OZ,4£.00 -40 31ONV 1V8IN30 V '1331 00'O1LZ -4O Sf11OV8 V ONIAVH '1HO18 3Hl 01 3A2Nf10 V 30 38V 3H1 ONOIV 133-4 90'LZ 30N3H1 .1334 S4'££ '3.1S,90.99'N 33N3Hl "3.90,91.99•S S8V38 1VH1 080HO 100-4 8£'ZO11 V 0NV '.OS,S4.£Z -40 31ONV IVULN30 V '133-4 00'LL9Z 30 Sf110V8 V ONIAVH '1H018 3Hi 01 3A8no V 30 08V 3Hl ONOW 1333 Z£'0111 33N3Hl ''3a41,1Z.£4'N S8V38 1VH1 CINOH0 1003 18'994 V ONV '.OZ,Z£.£1 30 31ONV IV8IN30 V '133-4 06'9L61 -40 Sf110V8 V ONIAVH '1331 3Hl 01 3A8no V -4O 08V 3H1 ONOIV 133-4 68'994 3ON3H1 1333 00.OLZ -3.4Z,G0.0S'N 30N3H1 !'3.4Z,LO.SZ'N S8V38 IVHI 08OH0 100-4 16199 V ONV .00,00.09 -40 31ONV IV2UN30 V '133-4 08'499 -40 Sf110V8 V ONIAVH '1HO18 3H1 Ol 3A8no V -4O 08V 3Hi ONO-IV 1331 9VO99 30N3Hi '1333 49'099 '3.4Z,LO.00'N 30N3H1 '133-4 L£'89L 'M.Z4,99.88'N ONUINLLN00 33WH1 'ONINNI038 30 1NIOd 3Hi Ol 1333 L V98L 1 'M.Z4,99.88'N 30N3H1 'LZ NOLL03S OIVS 30 213N800 1SV3H1f10S 3Hl IV ONION3NN00 :SV 038WOS30 ,1-i8v-i oLL8Vd 3NON 'NISNOOSIM ',11Nnoo X10210 '1S 'A110 000MN31O -4O A,110 '1S3M 91 30NV8 'Hi8ON 0£ dIHSNM01 'LZ NOLL03S 30 4/1 iSV3HinOS 3Hi 30 INVd 03ddVN ONV 0301A10 '03,13mns 3AVH 11VH1 ',13LL830 A8383H '80J13mns ONVI 03831SID38 NISNOOSIM '>18VIO 'N (IVNOO 'I • NISNOOSIX 'AIM103 MOHO US 'A LID QOUNTI-D X o Xna 'sSM 9i 51ONVU 'HIHOU OE dIHSxALO.L 4z Nouaas 30 ':P/T ZS MMIOS HH,L do Laid 090E 30dd ` 11 3wn7OA usu'- 'ON d VPV A3AHnS G31d1lb130 CL39Z "ON)1004S Y-986'ON MOA , • toy& 75YA FORM NO.985-A t. /o /7- ?0 Stock No. 26273 // C' C, `o 70 o 7y L /Z. 9 FILE D '40c6 /3 /o S17- 013 7S9'fJ \o 5 JAN 3 10 1996 ► 1 5390 f3 /'S/ .3/— `o 4/7- a— 4( '76-l(N unTH H.walsH CERTIFIED SURVEY MAP NO. 3050 11 VOLUME , PAGE 3050 w � N PART OF THE SOUTHEAST 1/4, OF SECTION 27 . TOWNSHIP 30 NORTH, RANGE 15 WEST, CITY OF GLENWOOD CITY, ST. CROIX COUNTY, WISCONSIN S/ SCALE:1"=300' 0' 150' 300' 600' OWNER: I$ 1 IN fAMERICAN INVESTMENT CO. N / BARRON. WI 254812 HWY 8 E P.0.80X 99 z� \ ( DRAFTED BY . DONALD M. CLARK Cn WE P; o G LOT 1 �•�'O< 64.175,296 SO. FT. qq~3 =HH LW ff W v,-=v4,Sec 27 (4.02*ACRES) LESS R\W� �5 N� I �'S 206 SIFT. `� — 41 S•�4, (4.65*ACRES) °O° p�2k 'O• 6p /1 �a ��->z LOT o°� LOT 12 \ � z ig g ( � 320,346 SQ. FT. 84f- �' 15-q I \ .40 m iE m (7.35tACRES) / 304,035 SQ. FT. LOT 1 £1 S 64•SS C6.e8tACRES> LESS R\W 3 4 327,9421 SQ. FT. ' / icy F 9s.33, ' L i�� <7.53tACRES) 2 306,748 SQ. FT, (7.04±ACREi) LESS R\ 1 'y Q1 LOT 11 s Soo C.7 795,849 SQ. FT, zi fai (18.27tACRES) LEGEN -7 LJI ( 1 704,680 SQ. FT. ^ -2 �1 w C16.18±ACRES) LESS R\W �o I I ��NOTED)T NER CU IL I 1, ip H I a • SET. 3/4"X24' REBAR Z I 1 ° Q I WEIGHING 1.502 LBS. I 1• c p° -i I I PER LINEAL FOOT. `D z i s, S 87.4248' W ® 110.54' ti :D I WIDTH OF R\W VARIES 17 .17' SOUTH 1/4 CORNER N 88.55'42' W 2622.24' r y SEC.27, T30N, R15W SOUTHEAST CORNER ST. CR13IX CO. MONU. UNPLATTED LANDS SEC.27, T30K R15W --------- ----- 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' 50.00'00' 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.19.15'34'E. 435.86' N.00.07'24'E. N.38.23'44'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.Z_OF-A2 1 1�do�3oVd �9os-9ea(s�v ' 19L#9/M 3/NOWON3W 3nNBAV N0671M#09 NOLLMOdN00 UV030 'N,T8,OS.Tis'N 'M,E0,9*.6E'N ,60'86 'A,LT,8ti.0**N ,82,1'0.20 ,01'86 ,00'OTL2 ET-ZT 'A,£0,9b.68'N 'A,T0,Z0.S8'N ,66'£92 'A,20,*2.29'N ,89,91.9* 86W2 ,00'6t£ 2T-11 'M,S2,irI.4E'S '3,E2,9t.LL'N ,WI TT 'A.9E,6S.88'N ,89,TE.E22 80W2 ,00'09 TI-0I '3,68,004t''S '3,L0.E0.S9'S ,L6*t9T '3,8*,T0.E2'S ,8£,2091'2 ,11'991 ,00'aLE 6-8 '3,L0,E0.S9'S '3,2S,9G*V9'N ,20'66 '34'29,99.68'N ,10,00.09 ,U'201 .91'LTI 8-L '3,2S,9S.t9'N '3st0,62.IE'N ,L£'291 '3,89,21.8V'N .8V*Z2.EE ,0L'*91 ,00'282 9-9 '3,",6Z.TE'N '3,0*,G**tS'N ,EC'LOT '3,Z2,L0.Ei,'N ,9C,91.CZ ,90'801 ,001992 S-1s 'A42,99.11•'N 'A,t0,91..6E'N ,09'101 'N,$'T,TS.04'N ,02,OT.20 ,TS'TOT ,00'LL92 E-2 'A,b0,94,6E'N 'M,2S,LS.98'S ,TT'LEC 'A,90,1'2.99'N #*0,91.ES ,99'6*E ,00'9LE 2-T 1N39Nd1 1N39NVI H19N31 ON I dV3g 3-10Nd H1ON31 H10N31 'ON 'ON 32103 >13bg Q80H3 Q210H3 Id211N30 3214 Sf1Im 10'1 3A2U13 1�9Vi ` iVG ]nano o8s1 's-i'a j8vm 'w OlVNO0 JO/CDw 'JOBU11>1 a0u0JJa1 7w r7p7� S'6-h--r/ _ '9661 -40 AVO SIHl 031VO J3 OOOMN3l9 -40 U13 :03AONddV '3WVS 3H1 ONIddVW ONV Wawa 'ONLA,3A8f1S NI XIONO '1S AO AINf103 3HL ONV A113 QOOMN310 -40 AM 3H1 -40 SNOI1Vlf1038 NOISIAI08f1S 3H1 ONV S31f11V1S 31VIS NISNOOSIM 3H1 AO t•£'9£Z 831dVHO -40 SNOISIAOad 3H1 HIM 0311dAO0 AllfU 3AVH 11VRL '30M -40383H1 NOISIAIO8f1S 3HL 0NV aaumns ONVI 3H1 -40 S31NvaNnoe a01831X3 3H1 -40 NOIIVIN3S38d38 103aa0O V SI dVW SIHl 1VH1 'a3NMO 'ZL8t'9 'IM `NO88V8 '66 X08 Od ''00 1N3RLS3ANI NVOI83VIV 80-4 '83N0VM OIVa30 -4O NOLL03810 3H1 1V dVW ONV NOISIAIO ONV-1 `,k3A8nS HOf1S 30VVI 3AVH I IVHI S1N3W3SV3 ONLLSIX3 01 103f 8f1S ONI38 (INV 'SS3l NO 380N (S383V ZVZ) 1333 3Nvnt)S 66£'Z6 ONINIVINOO 'ONINNI038 30 1NIOd 3H1 01 133-4 Z9'0601 'M„96,80.00'S 33N3H1 '133-4 6Z'ZOl '3„10,Z0.1S'S 30N3H1 '133-4 86'981 '3„6Z,00.I*,'S 33N3H1 SaV38 1VH1 080HO 100-4 L6't'91 V ONV '„8£,ZO.*Z -40 31ONV 1VUN30 V `1333 00'ZL£ -40 s110V8 V ONIAVH '1H018 3H1 Ol 3A8no V AO 38V 3H1 ONOIV 1333 L1'99l 33N3Hl 3„S'ZS,95.68'N S8V38 IWU 080HO 1004 ZO'66 V ONV `„10,00.09 -4O 31ONV lVdIN33 V `133-4 sl'Lll -40 s(110V8 V ONIAVH '1H018 3H1 Ol 3A8f1O V -40 ONV 3H1 ONOIV 133-4 £2701 30N3H1 '133-4 9Z'101 '3„Zs,9s.t,9'N 30N3H1 ''3„89,ZL8t'N S8V38 1VH1 OaOHO 100-4 L£79L V ONV `„8t1,LZ.££ 30 310NV IVMN30 V `133-4 0078Z -40 Sf110V8 V ONIAVH '1H01a 3H1 Ol 3Aaf1O V -40 ONV 3H1 ONOIV 1334 OL'M 30N3H1 3„ZZ,L0.£t•'N SNV38 1VHL 080HO 100-4 Z£'LOL V ONV `„9£,9L.£Z -4O 31ONV IVUN33 V '133-4 00'992 -40 Sf11OV8 V ONIAVH '1-431 3H1 Ol 3Aaf1O V -40 08V 3H1 ONOIV 133A 90'801 33N3H1 '133-4 LL'OOL '3„0*,9t.*9'N 30N3HL 133-4 SZ'SO L '3q 19,S0.9S'N 33N3H1 `•M.*l,LS.0*'N SNV38 1VH1 080HO 100-4 09101 V ONV '.OZ,OL.ZO -40 310NV lV8IN30 V `133-4 00'LL9Z AO sIIOVa V ONIAVH '1-431 3H1 Ol 3ANno V AO ONV 3HL ONOIV 133A 19101 33N3H1 '•'M„90JlZ.99'N SNV38 1VH1 080HO 100-4 L L'L££ V ONV '„*0,91.£9 -4O 310NV lValN33 V `1333 00 f110V8 V ONIAVH '1H018 3H1 Ol 3Aaf1O V -4O ONV 3H1 ONOIV 1333 99'6t•£ 33N3H1 133-4 6£'699 'M„9£,£L.Z L'N 33N3H1 Q� 1331 00'009 '3«ZO,0£.£8'S 33N3Hl M 133-4 K'£OZ '3.41,b9.9Z'N 3ON3H1 �¢t `31NOWON3” 1333 00'001 '3„BL,*0J0'N 30N3H1 133A £0'ZL6 'M„Ztl,SS.88'N 3ON3HL UM � -LZ NOLL33S oIVS 10 83N800 1SV3HinOS 3H1 1V ONINNI038 -W a vw)c) :SV 0381NOS30 ;+ AlaVlfl aVc�+`-480W 'NISNOOSIM 'A1Nf10O XIOaO 'IS 'AlIO OOOMN3l0 -40 )U13 '1S3M Sl 30NV8 +�►•'�/` t1A11• �1�$htAA01 'LZ NOLL03S -40 b/L 1SV3HLflOS 3HL AO t/L 1SV3H1f10S 3HL -40 INVd ONV } l a}Ifl1��FLL AO t►/L 1SV3H180N 3H1 -40 INVd 03ddVW ONV 03OIA10 `03A3Aaf1S 3AVH I IVHL ..•++�" A-4LLa3O A830H 'a0A3Aaf1S ONVI 03831Si038 NISNOOSIM 'AdVIO A 01VNO0 'I xisxoosIX `A Lxnoa Moro US `A113 aooAkN3rI.D do Alla `Mak 5T a!)NVU `HSHou of dIRSxALoi `4z NOLMS `t/T LSVHHtf OS HHZ do t/T IMHMOS MU 30- LHVcl (INV */T. IMHynos � 30 �/T Zs��H,L2iol�T HILL 3o lHVd Zsoc 3Odd IT 3wn70A ON d b7N A3AHn S O 3 3/1L130 ELUZ*ON ADOIS V-986'ON waod T-- 4 • w Stock No.26273 of /o q7— ?a JQF/j,Ep 3 01996 5390 U fat �� c.%3 /�V 7-7D �P21 `lsyq _Ason.W.Al 11 CERTIFIED SURVEY MAP NO. VOL UME 11 , PAGE 3052 . 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. CROI K COUNTY, WISCONSIN SCALE: » 300' EAST 1/4 CORNER DRAFTED BY : SEC.27, T30K R15W DONALD M. CLARK LEGEND ST. CROIX CO. MONO. 0' 150' 300' 600' S NOT VERNMENT CORNER I OWNER: ED) AMERICAN INVESTMENT CO. • SET, 3/4'X24" REBAR 1673 13 1/2 AVE, HWY 8 E. P.O.BOX 99 WEIGHING 1.502 LBS. BARRON. WI 54812 PER LINEAL FOOT. I UNPLATTED LANDS �arttxli apt ar sc v.-S 1/4 sEC n iaj'Z p� s � X1. 69 \ . ~ LOT 21 Fjr s / ®� k. 223,527 SQ, FT, (5,13±ACRES) 206,953 SQ, FT, 3.2 (4,75±ACRES) LESS R\W w C2 CD w FE eK F- lo- * DONALD M. •* s LOT 209 8^3 CLARK 3 .- 375,114 SQ. FT, u !p zr- OW �E,•;�. , w <8.61tACRES) °D o J a .',���� 371,104 SQ. FT. Co. W; � �+ £ (8,52±ACRES) LESS R\W o w ca mF—m ~ QI UNPLATTED LANDS ZI OD S 83'30'02• E ° � o 500.00' ° a S 83.30102' E 387.38' ti % �v 1, $87,38' LOT 19 Cu �— CD, 231,026 SQ. FT. o p�Rl�TjAT CD (5,30±ACRES) N ROAD Z° N 88.55'42' W 972,03' 1650.21' SOUTH 1/4 CORNER N 88'55'42' W 2622.24' SOUTHEAST CORNER SEC27, T30K R15W SEC.27, T30K R15W ST, CROIX CO. MONU. UNPLATTED LANDS ST, CROIX CO. MONO. --------- ----- CEDAR CORPORATION 604 WILSON AVENUE MENOMONIE,WI 54751 (715)235-9081 PAGE Z_OF.P? 4laoo Pd. PLOT PLAN Page of a s cp-j L 1'' _ \A p0' —.. o ZA R I Z i Jl W-0 10 v IL l so ,)• J _ —C"OWn1 OF G�.�Nwoop v. ., ----,SO- ,� :� — — v ✓�J 6'+� 410 iL IK i S• \4� �, G TO It n ( 1 \ A ^ C D J =30 � I MM 'so I D I �4 - '71 S q z 016 s M o o 5-6 CST Signature --� Date Signed Telephone No. CST# PROPERTYOWNER q'V\Ml. 4lU lNVtS SOIL DESCRIPTION REPORT Page?of PARCEL I.D.# Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Mundell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed ITrench L \otiQ X13 - si l 2`Fa-bk mfg. aS Zw► Sbk��:4 Z �-3S l,�`'(2 y/y - sit Ck Ground 3 3S-SO -7.5`AR 4/!y �I's`tRS/8 0- 1' - — elev. ft. Depth to limiting factor Remarks: Sv Pc'�LE x--07, twwa Boring# O_$ \O'-l6L 31'L — SL Z►n q�k '�i�. C \o`t R• V/y - s� � -3 3 It kZMtZ 3/b - SL 1 Z soh Yh�'r Ck, Ground elev. �1 3�-S� LO`iC 3!L s� 1 1C sb1� w� `�1- e g _ Z c, 3 -� ft. Depth to limiting factor� 5 ' Remarks: Sv�`C'K4�C X012 �"1�yy�/p 3 \°t'f G12.�t'1�� l ag t84� 1tv-�VLQUA-0 j'1?�sSVR� Boring# S2 9-2� o�c� illy 31 ( Z'Fs�h rn'Fi� cs S °• ° cl 3 Z S KRY/` .S 4 FL S b - Ground elev. ft. Depth to limiting 3 n�S Z.S y i't" ti 1Z 6 1,31 C factor Z-1` Remarks: 5-131�r"LF' FOR. WjClvsv->. Boring# 0 3 o- 1 bH Vz- 3! Z S l 1 P l lni , 3 2S_y J t b-t vz_ s t J a wl S b1, wtil- CLAJ Ground elev, y l_SS 1611 1Z 3/L c-i•S K\,t S It S) j °`^'� M ft. C 1 P SS-o �uyrLS) Z. -;.Sy1zS)g S Depth to limiting a t t.y 1��r1i-tS To 1 v C" 00%N � D N S 3 l L czyrlrs S S '\IATeb S W LS. Remarks: iF RR M(Iv)up 19T-CUftftF �;an agnnrR 01;i4al I � I 1Alsconsin ID epartmen of n ustry, O L A N D SITE` V L A � &W Page of Labor and Human Relations ✓�/....� C/L�C/ Division of Safety&Buildings in accord with ILHR 83.05,Wis.Adm.Code FPARqEL�D. Attach complete site plan on paper not less than 81/2 x-rffijn4 j i s' n must include,but not limited to vertical and horizontal reference point(H",'direc�fdrV ,scale or dimensioned,north arrow,and location and distanca•to nearest road. APPLICANT INFORMATION-PLEASE PRINT ALL tNF.ORM" N R IEWE DATE PROPERTY OWNER: P ROM Y LOCATION S L3-.SW) S w-Se, tJw SF�>u - 1Z, BL1`i 1_ 1`1 @21 CAIQ SE- 1/4 S rr 1/4,S Z77 T N,R IS E(oi PROPERTY OWNER':S MAILING ADDRESS er L BLOCK# SUBD.NAMErJA CSM# J 6l 3 X31�z ►'N�.• �-o. 3ex `t�9 � ��-- — —�� ,�'� CITY,STATE ZIP CODE PHONE NUMBER 'Q []VILLAGE MOWN NEAREST ROAD , gl�m�, w� s�s�� t�l �y�;' R-° G���woo-b s-T7}". `z� [)(J New Construction Use[ J Residential!Number of bedrooms [ ] Ad it*gn to existing b 'bin j J Replacement [ } Public or commercial describe Code derived dairy flow gpd n 'g Absorption area required bed,ft2 - trench,ft2 Maiomum desi n baling rate - - trench,gpd/ft2 Recommended infil on surface elevation(s) - ft (as referred to site plan benchmark) Additionaldesign site considerations�yRLVh'fED'Sb _bTNE ."tut; S13kTf�BtL jyy FOR �o�u'TtftL ZjejEL0Prle -r. Parent material l Rood plain elevation,if applicable - ft S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN RLL HOLDING TAN U=Unsuitable for system ❑U ❑S o u 0S ❑u 0S O U [IS ❑U EIS $UW)UC' 'Fpm• CO TION REPORT B L Depth Dominant Color Mottles Structure GPD/ft Boring# Horizon in. Munsell Qu.Sz.Cont Color Texture Gr.Sz. Sh. Consistence Boundary Roots Bed ITiench c:c:s;:;r'•:a 0`12 31 Z — S Z wt o-6 x cL S o,S o. L �.. Z S i I CS Ground _S ys 1Zs`LtZ 31 i. O '04 T►� elev. Depth to limiting factor Z Z Remarks:I'1pU1t TZeMH Me)J D eb 'by E `Cb }-t"a M"St UL-' OIL" Wr Zy a Boring# , �h o. �: Z e Z $-S log-ttZ 31L — si 1 Z�'s �l�t v►1�1� � — o. s o. b Ground - elev. ft. Depth to limiting factor Squ Remarks: Su I'Tft%LF RR )1-i Oulup RT-G 2-A'D E. Pos S 18 Ll�- bty_G►zoUuW T Name:-Please Print Arthur L. We erer Phone. 715-425-0165 egerer Soil Testing & Design Service-P.O. Box 74 River Falls,WI 54022 Signature: � �y 5 _Zq V Date: b _ S CST Number:M 0 0 5 7 6 PROPERTYOWNERi)1'A « SOIL DESCRIPTION REPORT Page of PARCEL I.D.# Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft In. Munsell Clu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench 1) °-9 10t-1R- '-*jl2 _ s i t 7777 - 0-3 Z 9_3p IOtifz YA/ SLI Z`E�s�k v►1 `f►- CS o_S o• 10 Ground 3 3o-So -a.S 't P. V/6 -I,.s Y R s lf6 - elev. ft. y Sb-61 10`t,z 6!y C", vw u f►. -- - Depth to ( 2 t 4 Z o6k limiting factor Cpty iv g Sty �ti -� �Oh Remarks: Boring# `11R 31 Z - S 1 Z M S o S 1 U. \Z 3 is-1�1 m Ll lZ V/ � R y/L S I ) -L+Sb1Z \tA - Ground elev. s 4 IZ_.'4/L ft. Depth to ' limiting factor �sh i Remarks: UN SU i Boring# .'... �- $ 1p�2 312 Std Z►�sbk vvt�h a,S ll�`7R L1 s I 1 Z Sbvl 3 �z-ZA t u`'112 y/� �-\-,, b¢ �/6 s i l Z'F b 1z �'►�I- c - Ground elev. 20 32 lb `'I R s1) a�-S�-t� 4/(. - '� ft. - Depth to limiting factor \-Z,. Remarks: UN S V l`1�Ut Boring# 1 n- $ ID`112 ��Z - s1 � Z-w,.Sd1z Yn'F1� 4,S � o.S o• b r3 3 18=sS ti�K� f� y 2 sJ1� �-g or., YMU-N. - - Ground elev. U e kl ty Mjv S lL) 2 V/3 tZ S Q ft. Depth to limiting factor Remarks: y)�j Sy 1)"fT, sRn-93301R Osiop� PROPERTY0WNERAMEZ1CIN JA-)Y'SE I WV0 SOIL DESCRIPTION REPORT Page 3 of -PPARCEL I:D. Depth Dominant Color Mottles Texture Structure Consistence BounJ3y Roots GPD/ft Boring# Horizon in Munsell Qu.Sz.Cont.Color Gr. Sz.Sh. Bed ITW& o-� 1pyQ 312 - s l �. Slah T1� a5 - a-S o' L S l I z`Fs bk >n` 0-S 0-S o. 6 Ground 3 16 38 v34M s/1 Cj S`1 R v c�►1 Y''L`� j elev. ft d-&U TV k.S S 1 CCs VAM Depth to limiting factgr<< = Remarks: UN Sv 01M Boring# to `tiR-YIy — s S o.b 3 IS=i3 lb`tR yl �-�i.S `tIZ �1�6 siI Z '�sbl� f� cs Ground _ elev. -"S 3 Z lQS`t�L Sh C Q '"` wt r' - - ft. Q cis N s s«T co k'f`S Depth to limiting factor 5" Remarks: U>ti SU L3LE Boring# q z -2s lo�czyty — si ( ��sbk vn�1� cS -).s4 iz yl` Ground elev. T '516 ft. bk Depth to limiting CS' m N ')% o IF- S" factor Remarks: Boring# CL-S [ - 10 Z -1-19 10`12 y/y 3 1q-Z8 10`1 R S)L - sl-sal 1 w� s bk w► 4- oc, S _ o. z o. 6 Ground - elev. Z&-6D �,S IZ 3/ s ►t y/� �� c 1 °'", m i Depth ft I L-,Lf P ftT4, J b Z limiting (Z-.> 0-so -W�i)v S 5t�t corr f-S factor z�h Remarks: SY �'c'KI3LE FO1Z 1''t.uvrvp SgD-8330(R 0"-21 PROPERTY OWNER SOIL DESCRIPTION REPORT .Page. (o of.' PARCEL I.D.# Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Bound3y Roots GPD/ft In. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench lot b-9 to -I\-?-- 3IZ Sly 2 sb ►,,j�- CS a• S o. L Z 9-l.S . do`-t tZ �/y s t ) 2•w► �bk ��� � S - o. 5 0. 6 Ground 3 l S-Z-Z )01 1Z y l y -i_S 4 t?-S 1 S Q1 I 7-M 41 elev. ft. f Z Z-3 L 316 '� C �� V►�`F 1� c S ' Depth to S 36-y S I.0`1 fL - limiting factor ' { Remarks: UdySy -�LC Boring # 0-°I �041.�L z z — s ; 1 Z�sb>z w, �� �s o. S {o. L Zo Z 9-Zs tio�t�- y ! C"Z•syt�, s/� S� � Z`� sbk >►�, `f1- cs - _ 3 ZS-�I3 lUytZ316 � sicl o�., rn�j '- — , Ground elev. " ft. Depth to ` limiting fac or ti Remarks: UKj S y Boring# o. L Si 1 o•S O. L 3 16 Zo 10`1.2 S 1 z wli (o- s Ground elev. 4 20 Zy 1 u`1 tL S 1 •S�i R y/y C ft. S Depth to 114-1 -)_s`1%zSJL 3 c1 limiting factor Remarks: Boring# O.S 10, (, :Z.o tiu\-t VL V IV — s ►) Zn-,s bh F 1- 0-S 5 i l Z M s b h 3 7o-ZZ 1,O�t vL y/v l�S y R y/ - Ground elev. L/ Zz-yp wh m - - ft. Depth to limiting factor Remarks. U�vS y l-'S Le SRO-AIMR.05/4?) pRoPERTYOWNER �RIdt'1�1 rNUI�StNE�Jt-S SOIL DESCRIPTION REPORT Page S of�' PARCEL I.D.# Depth Dominant Color Mottles Structure Roots GPD/ft Boring# Horizon in Munsell Qu.Sz.Cont Color Texture Consistence Gr.Sz. Sh. Bed Tn?nd1 1 S . 0_1 Lo`12 2dz — S L I -Lh-,SDvt m iL- q-S - S Z S�h In C.S — •S �- L Ground 3 o'IRyl V �,.s vrz- v1L elev. t s O � ��_ o opt�Z / C r V 1 1.S 2 4�/� ft � � Depth to limiting factor Remarks: Boring# 1 0-7 l0"I.IZ 31z - S1 � Z�Sbk ti"t`Fl� czs � p .$ u,1� -�-lS S , ) Z`�1sbh m'f1- cs 3 1s-19 10 2 Sl/y -�.S�Q �rlL S ) 1 Z`�sbh 1OTf - - Ground elev. y t9-3 lcs'1 R sh �"-)S\-iv- V/L It Depth to limiting factor \Sa Remarks: S Boring# 1 st1 ZSbk ►+n �� a-S ~t K toti.cz Lily - Sil 2'Fg�k w► �� cg - o. so-� 3 vs-t3 ovKr.w -,.sy�� �1L s� f Z�sbk Ground elev. l&--33 t V`i R s/f e�i.s 4w V t L ft Depth to limiting factor �S� Remarks: v A-'S ljt`T'K Ua Boring# htU`�4- ,g wt CL,-, — o, 3 2.3-�18 �.S`-tR 31y — G� g o s� M 1 CS — U•1 o-f3 Ground elev. L4 S IrL VJ f.1 0--7 -U 1 It Depth to limiting fac 64 Remarks: S�L`C' t=ot2 0-Cfk1U N-PUlvt1-L B�M S3D-A130(R 05/921 PROPERTY OWNER rMeVMSOIL DESCRIPTION REPORT Page 8 of 9 PARCEL I.D.#t Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench El tib� w, h a s -- 6--9 o,L Z IS-1-7 log-feYl3 S1.) Zm3b� ►►i` - Cw Ground s r)-35 �lo`�ttZ�1 y — s t J z- s�h >n fl. 41w o• S o- elev. ft. R y11. _SKiZ -S JA c 1 sbk m T I Depth to limiting faTrs Remarks: Boring# V►lUj 0..S o-S ! a. 13 � Z g-1� Io`I12- y/ s ,' Z�sUn rn�. e S _ o• s� o.` a it-Z9 1�� 2s✓i, `�S osg >»u��. CS — o•S ' n. � Ground elev. 29-37 u K R�!! C S l 12 s/ 1 e s o h- ►►1 f' ft. Depth to ' limiting I factor� Remarks: S U %"V-"LE. r—b I M OUiW , Boring# 0=? lb`I�Z 312 S Z`'FSb�lt wiv)j\— BLS 6•S k 29 Z -1-1Z I o`t ti y/ — s ; ) Z`ga-bvt wi�1- S 3 Vz-Z$ 1 Oki CL 3/L 1 S 1 3 Ground elev. 14 Z$3 Go bJ L S11 e;•S y e S — ft. . i Depth to limiting i factor ' Remarks: S U t.TPC�t,.�� 1�2 V'�jU(Jx.►� Boring# [3 i Ground elev. ft. Depth to limiting factor Remarks: SBO-8330(R.05/92) PROPEETYON(NER5'vL'UdNlWtnl*l� SOIL DESCRIPTION REPORT Page of 9 ,PARCEL I.D. Depth Dominant Color Mottles Structure GPD/ft Boring# Horizon Texture Consistence Bourclary Roots in. Munsell Qu.Sz.Cont Color Gr. Sz. Sh. Bed ITmnch c.-S — b•S o•6 Z3 z -7-19 IV SO ljsbh WL7�1r w — c,-S le,6 Ground 3 tg 3� •S`22S/ I--- Sbk -)-4\jj-- elev. 316-S -)-SLM S/L Depth to 7 limiting factorb,� Remarks: S�� Z3LL x=012 Ovh./® Boring# 10 Lt v- 3 I Z - 51 Z s,&, 1^ i1 - S o•S `a• 1 ,3 -Z1-7- Z �� 'M VAJ Sit Z'��bk w+'�h �s — o. S o•L 3 Zo-Z I,p `1 R 8/1 'CS o s� cs G. S o•(. Ground - elev. y ZS-�1b --St fZ S J -�- y� fly $4� o 'F! ` ft. Depth to limiting factor ! ZS ' Remarks:— Boring# r �h ,S _ o.S a 6 �- -3 s t I Z'F S bk z q Z ZS Z �_zy >o�czclt sf7 '�sbk vn`�►- cS — o.S o.i, L2 mSbh-oar► wt, 1 Ground elev. ►1 K`R '- W`1 Z-1 l o`i f L 3/v S`t R 31/ _ ft Depth to limiting factor Zu" Remarks: S U l`1' U� M U'Javt - Boring# • — S c o o.L Z _ _ 3 �sbk S Z � 21 �o�,�. 3�c st 1 m 3 21-2 1,13 KR-v/G _ S p sg to S — 0.1 n, Ground ` elev. Z8- 31 2•SK R- 3! - ft Depth to limiting factor 33 Remarks: S y�TP�l3 LE l=-U R 1�'10U 94D-83301R.OS/021