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HomeMy WebLinkAbout038-1098-60-000 (2) Wisconsin Department of Commerce SQIL VAL"TION REPORT Page--of avtsion of safety and Buildings irxtaecoidance M19 5,Ws. Ad m?Code Attach complete site plan on paper not is s than @ 112 }1 ih�s M Plat m t Gounty �'J�er6 ix� include,but not limited to:vertical and ho distal ref nca p n B ); I Parcel cLDD , percent slope,scale or dimensions,north tow,and locato VVO)bnce to 09ar#st road. 3 J �✓ d?1b Please print (p�pMIati�U14 7F Date : . cOb Personal information you provide may be used for DpdA pl7r as(Privacy Law,s.15'04(t)(m)). Property Owner Property Location Govt.Lour 114,oV614 S.? Y T �� N R VE(o Property Owner's Mailing Address Lot# Block# Subd. Name or CSM# City State Zip a Number ❑City ❑Village ZTown Nearest Road W /7 1 ' —6I 9'r r w L4 5� ❑ ction Use:❑ Residential/Number of bedrooms _ Code derived design Row rate-4-A 6 D __! GPD Replacement fi!r.Pubocor mmercial-Describe: ...-_----___..___.--.----------- �L.0 Flood Plain elevation if applicable A) ) )g General comments and reoommendatlons: ar Boring# ❑ Boring ® pit Ground surface elevf-5 ft. Depth to limiting factor/az� in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munseil Qu.Sz. Cont.Color Gr.Sz.Sh. "Eff#1 •002 Z 7 Boring# ❑ Boring ❑ pit Ground surface elev.Xb I ft. Depth to limiting factor/-/-S--�L in. R Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDNP In. Munseil Qu.Sz. Cont.Color Gr.Sz Sh. •001 "Eff#2 1 —12 1211, 3/-L S/ C2 /_ Z EMuerd#1 a BOD >30<220 mg&and TSS X30<150 rng/L a <30 mgA-and TSS<30 mq& CST Name(Please Print) a Z O a CST hk�tber 67 Od Addressaiva Cond Telephone Number /do /� Z SYQ�7 his-aY6�yr� b Property Owner, Parcel ID# _ Page of 73 Bodng # ❑ Boring Pit Ground surface elev.12L_j ft. Depth to limiting factor In. Shc [cation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff In, Munsell Ou.Sz. Cont.Color Gr.Sz.Sh. •Eff#i -Eff#2 F-1 ao # ❑ Borg L..t Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth .Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDA'f in. Munsell Ou.Sz. Cont.Color Gr.Sz.Sh. •Etf#1 'Eff#2 &Ang# ❑ Boring ❑ Pit Ground surtace elev.____ 8. Depth to limiting factor in. SoN Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff In. Mu nsell Ou.Sz. Cont Color Gr.Sz.Sh. •011#1 'Eff#2 'EAtuent Ni=SOD,>30;S 220 mWL and TSS>30<150 mgA. •Effluent#2=BOD5 S 30 mglL and TSS<30 mglL 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. aw-53"(K.6") 1 Soil Test Plot Plja� �' Project Name Dell Zehm Si d A ddress 2060 State Highway 65 New Richmond Wi 54017 (7SfM #226900 Lot Subdivision ------- Date 4/2/01 SE 1/4 NE 1/4S 24 T 31 N/1318 W Township Star Prairie F1 Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 % Top of Steel Fence Post System Elevation 90.6 *HRP Same as Benchmark Alt. BM Base of Siding @a 99.2' Highway 65 G�� 1 Description of Building and future Buildings: Existing Existing 50 Shop/Retail �x So Shop/Retail Retail Store Area: Store (� 7200 ft^2 and 6000 ft^2 B.M. B-3 40' Alt 41 Employees: 25' 97' 35 <30 all shifts Floor Drains: ST 3 total 0' 15' ST Total GPD: Pro Addition Future Pro 1160 55B-2 Shop/Retail Store 96' S4, 18' X 80' ainfield 0' 25' B-1 5' Vent 95' 0 Q a) $ o o 0 0. 0 1 T2 m C C Na C a) 7 O @ O O O X t O L N .0aa) a NcUwEc © E c7 � Uo O2 . E o � U E N'O B N-6 CO C a c O p LL @ TL 7 N Z yO N Y Y O N L C N C ca 0 Z. y O L N E«' C Q N N:0 ID aa) o'@ U a -0 @L N 3 @ oo � N N @ O N O@ 2 N x .0 ro a) w y l0 @ N'O Cn= W O N C O L 70* j CC ro N 'D a) d _ @ 3 fl7 ELF O-i� �0 N —O N NO _o LL o a° oho Em a E�' o w 5 d ° m ° C n N 7 0 > C N E N U Q F- N CO a U C U N L.L.. m 3 0 Z y coo W O .. O Z I y Z � .0 y a m N H (n C O O 2 d v in F rn U Z C E "O 2 M QO cr U a_ L +' Q o aa) Q y" Rl Z m Z o Z C � i O y C N `rl a a U C: N d a) N O 0 ' Ln 'ooa zM >° n o3 w LL o c 0 0 0 Z 0044•r 4i o a a a a E F>♦ O O ,V Z °' m Ir O N 3 Ln O O � E d aNi � o U) o to a O o 3 Ln a E +� OO M O N O E_ CD O F � 00 c6 O i L U a a " LL O O N 7 N N N co 2 U O O _ ~ M 4 N QOj 0 � CU Co @ U • 7o O N fA 'CO Cn N Z N S 2 Cn O rte. ✓gym �, (D a I EL • CL d '0 a a r`hr1 E o 'E c .a..' r A 0 a 0 in 0 Wiscor sA Department of Industry, SOIL AND SITE EVALUATION REPORT Page_,__of�- Labor and Human Relations �� Division of Safety&Buildings in accord with ILHR 83.05,Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include,but St. Croix not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL I.D ' dimensioned,north arrow,and location and distance to nearest road. 38-1098-60 APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION R DATE PROPERTY OWNER: PROPERTY LOCATION GOVT.LOT S, 1/4 1/4,S 24 T 31 ,N,R 18 k(or)W PROPERTY OWNER':S MAILING ADDRESS �/ km5x T BLO UBD.NAME CSM# 01 � A) 2 l� CITY,STATE ZIP CODE PHONE NUMBER VI L O]fOWN NEAREST ROAD X115)246-2 Star P ar'e tru ion Use ( ] Residential/Number of bedrooms [ Addition to existing building j ] Replacement [ ] Public or commercial describe Code derived daily flow 707 gpd Recommended design loading rate 7 _bed,gpd/ft2_B__trench,gpd/ft2 Absorption area required 1010 bed,ft2 884 trench,ft2 Maximum design loading rate_-7 bed,gpd/ft2 _trench,gpd/ft2 Recommended infiltration surface elevation(s) exsisting 96 69 ft (as referred to site plan benchmark) Additional design/site considerations 2 f1 onr dra;nG-i h Pmnl nvanc—retai 1 Gtnre 8175 Qq ft Parent material outwash Flood plain elevation, if applicable na ft S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE I AT-GRADE SYSTEM IN FILL HOLDING TANK U=Unsuitable fors stem 6J S ❑U S ❑U Q S ❑U ®S ❑U ®S ❑U ❑S F3U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft .................. in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. F Twich ................. .................. ................. .................. ................. 1 0-12 10yr3/3 none fill material na w 2f n «1 ............... 2 12-28 10yr3/3 none 1 M na gw if .2 Ground 3 28-35 10yr4/4 none sicl M na gw na np .2 elev. ft. 4 35-96 7.5yr4/6 none co s sg ml na na .7 .8 Depth to limiting factor Remarks: Boring# 0.- 2 1p Ground elev. k ' ft. f__�r V-1 Depth to t,; N limiting S CRC)1X factor S ZON Remarks: c! CST Name:--Please Print Gary L. Ste j;1 Phone: 715-246-6200 Address: 1554 204 ve. Ne I 54017 Signature: , Date: CST Number: m02298 i r PROPERTY OWNER SOIL DESCRIPTION REPORT Page of PARCEL I.D.# Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Tw& .................. . .. ..... . . Ground elev. ft. Depth to limiting factor Remarks: Boring# Ground elev. ft. Depth to limiting factor Remarks: Boring# Ground elev. ft. Depth to limiting factor Remarks: Boring# Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) r STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 St. Croix County Harley Davidson New Richmond WI 54017 MPRSW 3254 SE�NEa S24-T31N-R18W town of Star Prarie (715) 246-6200 N 1"=40' BM.= top of mid lot survey stake C el. 100' bottom of system= el. 96.60'--bottom of B-1=92.10' AD FT Gary L. Steel 5-30-97 i Parcel #: 038-1098-60-000 10/25/2004 10:21 AM PAGE 1 OF 1 Alt. Parcel#: 24.31.18.408A3 038-TOWN OF STAR PRAIRIE Current ❑X ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type #of Units 00 0 Tax Address: Owner(s): *=Current Owner *ZEHM, DELL R DELL R ZEHM NEW RICHMOND AIRPORT#64 NEW RICHMOND AIRPORT#64 2060 HWY 65 NEW RICHMOND WI 54017 Districts: SC=School SP=Special Property Address(es): *=Primary Type Dist# Description SC 3962 NEW RICHMOND SP 1700 W ITC Legal Description: Acres: 5.540 Plat: N/A-NOT AVAILABLE SEC 24 T31 N R1 8W 5.68A SE NE BEING LOT 3 Block/Condo Bldg: CSM 4/992 EXC PT/HWY PROJ 8936-06-21 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 24-31 N-1 8W Notes: Parcel History: Date Doc# Vol/Page Type 06/19/2 TD 0 /2001 641815 611/386 Qu 07/23/1997 1165/511 _ WD 07 793/352 more 2004 SUMMARY Bill#: Fair Market Value: Assessed with: 1,046,000 Valuations: Last Changed: 10/14/2004 Description Class Acres Land I Total State Reason COMMERCIAL—, G2 5.540 49,700 893,400 943,100 NO Totals for 2004: General Property 5.540 49,700 893,400 943,100 Woodland 0.000 0 0 All 5.540 49,700 893,400 943,100 Totals for 2003: General Property 5.540 24,600 700,900 725,500 Woodland 0.000 0 0 Total 5.540 24,600 700,900 725,500 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ... FORM NO.985-A w FILED Q° S EP 2.5 1980 C°pNAL CERTIFIED SURVEY MAP NE CORNER SECTION 24, UN PLATTED LAN DS Note: l" Iron Pipe is T31N, R18W 0.41.' West of actual corner occupied by fence post. (Recorded as N880571W) N880531W 725.50' PK Nail Found 692.49' from previous 880 0�1` survey S`' 33.01' co 3' 3 0 Z o N LOT 1 � M N ASSUMED 11. 35 Acres o BEARING U Ln 4- cnI �� (S88057'E-R) 0 o• tnl o I SE-N E S`M 111 . 99 ,r CD zl ° �°o �� Barn E S88053'E ZI CD Q1 14' Silos ( tL Q� JI N co c� Z JI 0 F2 Ln of S880531E o ° tO w of wl 200. 00' /�p m wl (S88 0 57 i E-R) = p F-I C HI ° L.. LLI I"—I !St QI DC).:S i':`:,I. ir:-AI-I APP:X"L%JAL F o 1,9T� K, N N ¢1 0 2. 06 Acres o v) J) -1I �Uiti "`�' :. Ott ScPTIC ;;YSTEM y0 HOUSE AND ATTACHE Q a.l s REFLR It H62.20. ^ GARAGE D I z1 Z `� ¢80' = ZI cn (N 880571 W- F- 380.50' 311. 9 ' ' 80' O I o Z N 88 U 53 W DRIVEV�I Y EASEMENT 692. 49' R LOT 3 APPROVE!) OCT 15 1979 LOT 3 0 33' 5.68 Acres D � ST. CROIX CJU •=TY in M COMPREHENSIVE PARKS PLANNING M AND ZONING CGM/vutiiL E1 /4 CORNER SECTION 24 8 001 (Recorded as S88 0571E) 8053. 4- 692.49' S880531E 33.01' T31N, R18W ' 725.50' PK Nail Found E-W1 /4 Section Line 1 /4 ti Corner U N P L A T T E D L A N D S Point of Beginning �o action 24 - - - - - - - - - - - - - - ` K Nail found SCALE IN FEET 0' 150' 300' 450' This instrument drafted by Robert K. Krisak. Vol-ume 4 Page 992