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HomeMy WebLinkAbout038-1089-10-110 Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 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 8 1/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL I.D.# /10 dimensioned, north arrow,and location and distance to nearest road. 0 3 8-10 8 9-10-}-efr- APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION 17n DA/TTE-c o�d PROPERTY OWNER: PROPERTY LOCATION Kenneth Olson G OT 1/4 1/4,S-21 T AR 18 fc(or)W SE PROPERTY OWNER':S MAILING ADDRESS LOT# BLOCK# I SUBD.NAME 0 SM# /,` 3 3w 054 Cty Rd. "C" 3 na na CITY,STATE ZIP CODE PHONE NUMBER ❑VILLAGEXJUOWN NEAREST ROAD p�L 110--�:g New Construction Use [ ] Residential/Number of bedrooms tion to existing building ( ] Replacement [x] Public or commercial descri mini-s t o r a e b 1 d /0 S S Jay,0 Code derived daily flow 0 gpd Recom mend design oa ing rate bed,gpd/ft2 . 8 trench,gpd/ft2 Absorption area required 0 bed,ft2_ 0 trench,ft2 Maximum design loading rate____Zbed,gpd/ft2___R_trench,gpd/ft2 Recommended infiltration surface elevation(s)9 5. 1-94.0-93.5-92.7 ft (as referred to site plan benchmark) Additional design/site considerations none Parent material outwash Flood plain elevation,if applicable na ft S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U=Unsuitable fors stem ®S ❑U ES ❑U 12S El U US ❑U ®S ❑U ❑S 12U 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. nBe T rench 2 6-30 10 r 4/4 none sl lcsbk mfi f .4 Ground 3 30-82 10 r 4/6 none ms osa m elev. 98.1 ft. Depth to limiting factor +8211 Remarks: Boring# 1 -1 `.` 2 2 16-28 10 r 4 4 none s Ground 3 28-80 10 r 4/6 none ms osa ml elev. 0' N.' 98 ft. � mil— Depth to .� limiting � ,Ra � 19 17 1 factor - +80" ,. ST FOX wm IV Remarks: ZON�a CST Name:--Please Print Gary L. Steel Phone: 715-246-6200 E Address: 1554 200th. Au . ew RicivnoXW, WI 54017 Signature: — Date: 6-25-97 CST Number: m02298 PROPERTY OWNER Kenneth Olson SOIL DESCRIPTION REPORT Page 2 of_ 3, PARCEL I.D.# 038-1089-10-110 Depth Dominant Color Mottles Texture Structure Consistence Roots GPD/ft Boring# Horizon in. Munsell Qu.Sz.Cont Color Gr. Sz. Sh. Bed Tw& :::--.:. 3 t 1 0-12 10 r 4/3 none sl 2m r mvfr qw 2f .5 .6 " 2 12-36 10 r 4/4 none sl lcsbk mfr Cfw if .3 .4 Ground 3 36-84 10 r 4/6 none cos osa M1 na nal elev. 97.0 ft. Depth to limiting factor +84" Remarks: Boring# :'::: : 1 _ _ mvfr .4.: . 1 2 14-39 10 r 4/4 none S1 2mar mvfr 9M 1f .51 .6 Ground 3 elev. 95.7 ft. Depth to limiting factor + Remarks: Boring# 9: 2 11-26 10 r 3 3 none sl lcsbk mvfr qw if .5 .6 ................. 3 26-80 10 r 4/6 none Ms _- mvfr na na .7 .8 Ground + elev. 95.7 ft. -r-------- Depth to limiting factor - — +80" Remarks: Boring# 4y tiv Ground --- _ --- - -------.�----- ---- - -- --- -- ` elev. ft. --- Depth to -- - -- ---- -- -- --- ---- ----- - limiting factor -- --- -- Remarks:--_-_—__.._ _ ._.___ .. _. ------- -_-_ SBD-8330(8.05/92) e STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 Kenneth Olson New Richmond, WI 54017 M PRSW 3254 SE4NW4 S21-T31N-R18W 715 246-6200 town of star Prarie l N 1"=40' BM-= top of SW lot survey stake @ el. 100' Alt. BM.= nail in wooden fence post @ el. 96.40, Z� 03 , -2 301 t3 60 Z-1 � it Gary L. Steel 6-25-97 Parcel #: 038-1089-10-110 07/02/2007 11:26 AM PAGE 1OF1 Alt. Parcel#: 21.31.18.3631-10 038-TOWN OF STAR PRAIRIE 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-SAL PROPERTIES LLC SAL PROPERTIES LLC 4660 HWY 61 WHITE BEAR LAKE MN 55110 Districts: SC=School SP=Special Property Address(es): "=Primary Type Dist# Description *2052 CTY RD C SC 3962 NEW RICHMOND SP 1700 WITC Legal Description: Acres: 1.500 Plat: 3320-CSM 12/3320 SEC 21 T31 N R1 8W PT SW NW BEING LOT 3 Block/Condo Bldg: LOT 3 CSM 12/3320 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 21-31N-18W Notes: Parcel History: Date Doc# Vol/Page Type 11/03/2003 745483 2448/023 WD 04/15/2002 676263 1872/273 WD 1258/152 WD 07/23/1997 878/395 2007 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/05/2005 Description Class Acres Land Improve Total State Reason COMMERCIAL G2 1.500 28,500 246,800 275,300 NO I xo �i�1�i2Uj�l�'1S/PLUI�BdN — Totals for 2007: General Property 1.500 28,500 246,800 275,300 Woodland 0.000 0 0 Totals for 2006: General Property 1.500 28,500 246,800 275,300 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 FrLED , 9 SEP 19 1997 Aww� 619 TH.wwst 563445 Cp' 1Q SURVEYOR'S S RECORD I� _ ry 0 C� 0 ��� BEARINGS ARE REFERENCED TO THE Cf) Lo D i Q EAST - WEST 1/4 LINE OF SECTION m z°o iv y 21, ASSUMED TO BEAR S89-11'33"E NX rn o z m a, h m —I D N � co o N � to ° w iQ I ly oy � Z N m 48.50' $ 05.4 '11" o 05#48)1 W (416.36) Q o .60 414.45 45' 45' 367.85' I I � �" I O o �, � 0)> wo I IyI� o b N ° o N QX �A 10 1 o ZI.pI� 14 CO° o - � I � IO w I� y\ o 'er (IR ui Co m . N 00'49'03" E 412.85' I Cn I ,� y 46.39A 366.46' CA IC� m I� oo `Q A n(A Co P D N O 0 Ili OD L J = I d I m o x � SHED - ((0 O( p y � -' n _ CD I N n n -z+ I b I 49.07') ° 1 0 Q! ti V 46.40' 366.93' I y y N 02'04'07" W 413.33' I m (416.00') 45' _ 8, 2301 co b rn LOT 1 C_S--L- OL, — nw N APPROVED ° r . • .-. z Co w °o " n '97 o m 0 t:' o O ST. CR,,Giu OCil IN1'Y CD N r-g a 0> cn m Comprr.hc�nsiv:�.�Planning o � z j� Zoning a+•d m _ o rzi—x �C trj Parks Cc;rn.ittae S - D= z� N O 0 A—N Z 0 0 00 C Z 0 Z 4 z ;o r,tJ)Z O Z s v O D -n 0 - ti If not recorded N -o — rn{' Z I � r o o — � N �— � �1 m o m within 30 days of m D o0- o m z 0 b N 0 � approval date � Co Z c oc —mi OC m -n -n �7 approval shall be 0 0 � r v O m z null and void 0 z rn m-o Z z m —+ err o m 0 m o 0 rn D Z0 �n z Z °Z `': .'•per.. •" Jy:, ;,�..•"� m VOL. 12 PAGE 3320 s ItA"00 XI610IS ° sDOPO lO ials&*u o ° C N 113NNOO.0 S3NVr -►0661 z JIdW Ln v C 7 1 C W 0 ° r. w _ H 41 0 1, a M p O O O O (M Ln U O: N , f- O O O p -, Ol rl 00 L tri 2 0 Spuel palgejdun U I 0 L 10 .0 -H 00 '9T6 MIL LO VOOZOLS 4-1 • O • 1699E ILO'6h „�a L.L U a 4-) •rA 4-I O4 Q = 0 U ° N 7 Q • 3 3 O -'-� v vJ -V 1 0 Ol 0) IV .r 4- >- a c i c+) s �: = I ° LLJ C4 NI rl .1-4 . .L) GL • u 41... v a�1 3 .L.+ v .N � LU I Q OJ S4 C CL I I J V) L N L T Ln W 1 VO, O ml w QI 1 M Q ? Q S � E'I w C.l ~� U1 Co L O •I C C 1 •�y �-I ..-. .. .--• C:) U)LL p I .�.1 4 O �J J• O N to cp UI = a z 0c) O= V 4 J 4-4 V1 N 0 44 0 r a 3 3 H CD .[ 00 41 M-4 69C •9T� MLLrr� sPOsos ,Los•8h co a 0 I Z z 4etdun spue�� M Pa1 ISh ISh a a,�' Y G.' (-1 .I N �-`NINNb'-'rib'Yc; z3 1�LRKlt��Xi0�1:� :M W �, ro 4-) C4 11 L .~.. O L U U rye p ppy yp tny L j a) cu ° Li LLL .-1 .•-1 N d O N C C 00 U d 4_ L O LO C ••. (p L . C1 L A V .-, Ly N C -p OI 4-. O .V = 3 C C O L C W O N ..y H N 3u0hIS0o68S Jeaq oq pewnsse W x Q, N c c `jZ uOt33aS 40 JMN aq4 3o autj ,a N ° x L ° N O ..n (n g4nos ay3 04, paouaiapi aie s6utjea8 c' 41 x z o = N -- s 6U88S� 0 Cl) p c m n r� a � o d f 1, � m m m y to n C r 3 � w n w Z T N z o co C7 N O rl 0 o d N n O d w C N a -O N 4b o °D H CL W C3 :3 o � � n N Q Q m �' C' � W ° O 3 CL No � O N ^r* N Cr O O N' C . O ., C7 m m n v> Z D A o a CD i ., w z ° O v v CD N O c O O N 3 p !llwwiil o = G rE '. A Z 0 D O N N N N '. N T 6 � (7 m - CD ca N N N N a NCL o z W Z O _; D m o w O a o• cn h m m m N CDN CD o " CDN l W a CD a N O . Z CD z o m a O .. O (n ' N W M CL O N) Z Z O N X W V d N =r D 3 � CD °o a U) o CD cc p N N 7 n 3 - Sy C N Z O 7 n CD -0 N i � O O O tCn N O n fn X a GJ C O' CL C co o � x ti en CO N O O O 4 j b CD oo a N �uq O O O C CD O r H ,DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY& BUILDINGS INDUSTRY, DIVISION LABOR AND )PERCOLATION TESTS (115 P.O. BOX HUMAN RELATIONS \ / MADISON,WI 53707 3707 (ILHR 83.09(1) &Chapter 145) LOCATION: SECTION: TOWNSHIP/MAY: LOT NO.:BLK.NO.: SUBDIVISION NAME: SE I NV 14 21 /T31 N/R18 fir►W Star Prarie n/a n/a n/a COUNTY: OWNER'S B ME: MAILING ADDRESS: St. Croix Ken Olson 2054 Co. Rd. #C, Somerset, wi./ 54025 USE DATES OBSERVATIONS MADE NO.BEDRMS.: COMMERCIAL DESCRIPTION: (PROFILE DESCRIPTIONS: PERCOLATION TESTS: LIDIResidence 3 n/a ❑Newn/Replace 9-14-91 n/a RATING:S=Site suitable for system U=Site unsuitable for system CONVENTIONAL: MOUND: IN_-GROUNDPRESSURE: SYSTEM-IN-FILL HOLDING TANK:RECOMMENDED SYSTEM:(optional) ®S ❑U 12S ❑U 2S ❑U ❑S ®U ❑S ]U conventional If Percolation Tests are NOT required DESIGN RATE: LF'loodplain,an y portion is the tested area is in the n/a under s. ILHR 83.0915)Ib),indicate: C1asS 1 indicate Floodplain elevation: decimal' PROFILE DESCRIPTIONS page 11 DnE BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS,COLOR,TEXTURE, AND DEPTH NUMBER DEPTHS ELEVATION OBSERVED EST.HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) B- 1 8.00 99.21 none >8.00 .67bl.1. 1.00bn.l.s.&gr. 6.33bn.c.s.&gr. B- 2 8.50 99.25 none >8.50 .58bl.1. 3.00bn.l.s. 4.92bn.c.s. B- B- B- B- PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES AFTER SWELLING INTERVAL-MIN. PERIOD 1 PERIOD 2 P If_R T0_0_I PER INCH P- P- P- P- P QJ P_ PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Ind' to cale o ista crib t are the hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface a t' n at alo ngse dir o and percent of land slope. . s� SYSTEM ELEVATION 95.90 exsistin o c 0. J� f`� --• E- �t I F II L I _ 7 , _ ssvv I � ___ VV i I ... ,. �•©` i I \ j i s�� Z I I I _j.,...._.._.. .... .,_. 3 t I t E i j I i i i 3 l I I I r I,the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin Administrative Code,and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. NAME (print): TESTS WERE COMPLETED ON: Gary L. Steel 9-14-91 ADDRESS: CERTIFICATI N NUMBER: PHONE NUMBER(optional): 1554 200th. AVe. , New Richmond, wi./ 54017 2298 5-246-62011 CST SI E: DISTRIBUTION:Original and one copy to Local Authority,Property Owner and Soil Tester. DILHR-SBD-6395(R. 10/83) —OVER — , . . ~ / / INSTRUCTIONS FOR COMPLETING FORM 115 - SBD ' 6395 Tobomoom�eteandnnou,�to ,oi| umt'vou, pnpo� mo� indudo� 1 Cump(mo |ag»| des«rictionl ind\omnvhmh m,d,is is a re ,sid*nmon,commercial pn4o:t' 2. The use section muwt clearly 3, MAXIMUM number orbedroomom'cnmmyrcia| use planned; 4, |o this onmmormp|«oamentsv«tem; A SITE |S SUITABLE FOR A HOLDING TANK ONLY |FALL � 5 Complete thosuhabiUcy rati ng�oxeo� OTHER SYSTEMS ARE RULED OUT BASED ON SOIL CONDITIONS; 0 PLEASE use the abbreviations shown xcro for writing profile descriptions and completing the plot Plan; 7 MAKE A LEGIBLE diaQ,om accurately !noarinV your test locations. Drawing to uw\e is preferred. A ompy,atm sheet may be used if desired; | ieva�ion wferpno* point mm clearly`hmwn'ond «'* Permana»t; 8, K8akesure your ho:«hn'a'k and vertical e flood plain p�rcobtiunt«st«»emP' Q. Complete uU appropriate boxes astodotu\oonnao.addresses, ' tiun ifopprop,lnte� 10 if '(such n|a\n'e|avahon> does not apply, place N^4�in the e»prop,ia�ebox; � ' c 1i. Sign the form and place your cur « z m o m iun� your ca�ifimtiunnwmba 12� Make legible, copies and distribute, as ,*qu md. ALL SOIL TESTS MUST BE FILED WITH THE LOCAL AUTHORITY WITHIN 30 DAYS OF COMPLETION- ABBREVIATIONS FOR CERTIFIED SOIL TESTERS Soil Separates and Textures other Symbols u - Stone (over 10'') 8R - Bedrock cob - Cobble (3 10'') 8S - Sandstone Ug n 0, - Gse{ Wmer3~) - LimestoLimestone Limestone °o - Sand HGVV - High G,pundVvatPr CS - Cuome8und Pem - Po,vu\ohoonate noeda - Medium Sand VV - Well fs - FinoGund Bidg - Building �,*a��rThwn is - LoamvSaod / - � LeooThun °o| - Sandy Loam ` - ° B^ - B,o�n | - uzum Slit, Loam B| - B|aok Gv - Gmy ("lay Loan) Y - YoUwm »d - �ndyC'ayLoam R - Red sid - Silty Clay Loarn mot - Mottles sx - 8mnalyC|ay W/ - with �� few,fine,sic - Si|tvC|ay - ' 'fuint ° c u cc - oummm`' coam, - a; nu - Peat mm - Many' modium ` � d distinot nn - ud* - p - prominent , HVVL - High water |mm|' ° Six gunmw| soii textunu surface water [or |iqoidmwoediupmo\ BIM - Bench Mark VRP - Vooica| Refemnoo point - ' ` � TO THE OWNER: This soil test report is the first step in securing a sanitary permit.The county or the Department may request verification of this soil test in the field prior to permit issuance. Acnmplem set of plans for the private sewage system and a permit application nn"yt be submitted to the appropriate local authority in order to obtain m permit. The sanitary permit must bv obtained and posted prior to the start ofany construction. ��