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Home My WebLink About038-1113-70-001 Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 La;<or and Human Relations f3rvision oFSafety&Buildings in accord with ILHR 83.05,Wis.Adm. Code Attach complete site plan on paper not less than 81/2 x 11 inches in size.Plan must include,but,/ CAA_ not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL I Dti# dimensioned,north arrow,and location and distance to nearest road. 3-70-G0 APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION EVI DATE 17, PROPERTY OWNER: PROPERTY LOCH ION!, GOVT.LOT S t/d,.,S� v4's L��T 741 '�L a E(or)9 PROPERTY OWNER':S MAILING ADDRESS LOT LOVILLAGE LOCK#t SUED.NAME OR(;SM# Ll S Z t=. S T* S T_ — Vt?oo o S� '-'•$ �-1 f Icy ! CITY,STATE ZIP CODE PHONE NUMBER ❑C TY ($TOWN Ede T ROA Nlw R1CNwiofu w 1 S�ll1f7 (�is)ZV6_ s o yb S ADZ. � � _ �►�. h� �. (I,d New Construction Use[3Q Residential/Number of bedrooms 3 ( J Add ' to existi building of ] Replacement ( ] Public or commercial describe Code derived daily flow 4S O gpd Recommended design loading rate — bed,gpw c-'5 trench,gWt? Absorption area required 315 bed,ft2 37 5 trench,ft2 Maximum design loading rate o-y bed,gpd/ft2 0 trends,gp(W Reoommended infiltration surface elevation(s) 113 k. o' ft (as referred to site plan benchmark) Additional design/site considerations 9JECAM r1 t3u;b M7pVjkJb w/-L-y',--y-7' 11ZL:2bv et#gs - m uv. I' o-, SmnD Fi u-. Parent material Flood plain elevation,if applicable >v-f\• ft S=Suitable for System CONVENTIONAL MOUND "ROUND PRESSURE I AT-GRADE SYSTEM IN FILL HOLDING TAM( U=Unsuitable for system ❑S ®U EI S ❑U ❑S [au ❑S OU [is O U ❑S gn SOIL DESCRIPTION REPORT Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Bourd3y Roots GPD/ft in. Munsell Qu.Sz.Cont Color Gr.Sz.Sh. Bed rriard to z[ Z - sl \ csbk *nu`Ft- cS o. q o•5 Z V/y 0 Sg `vt I C a• S (3.L Ground 3 t 5-3 1 ! Y 2 3 J - s z 13 bk M �. c s o S L elev. tbt3.3It. ' 31-S5 S 1-t ft y!b i S Ye 3/` VC a )"I%. Depth to limiting factor, 31 Remarks: Boring# O-y it.L z z y-37- -).s tie 3/v - S I C-s�t;Vr 'M�-V �lw o•q o•s ;.�� .s�,z ,�� - sl dam, M �s �•3 � y Ground elev. Y q)-S8 •S `t fz 3 fd to y S y 6/z 6 S q�It Depth to limiting factor 41 , Remarks: TName:-Please Print Arthur L. We erer Phone: 715-425-0165 egerer Soil Testing & Design Service-P.O. Box 74 River Falls,WI 54022 Signature: Date: CST Number: q2_ Z76 bez, \Z , 1992 M00576 PROPERTYOWNER GeSS- CUuNT� SOIL DESCRIPTION REPORT Page?-- of S PARCEL I.D.# v Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Bound )r Roots GPD/ft in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench c. ? Z 0-5 o S 0- 6 Z -7-US ro si3 — s lcsbk s Ground 3 l'S_ S� 5 y 2 3/ elev. boe.3 ft. Depth to limiting factor Lk S. Boring# `> Ground elev. ft. Depth to ' limiting ` factor Remarks: Boringg# ° , i Ground elev. ft. Depth to limiting factor Remarks: Boring # k *i Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) PLOT PLAN Page 3 of 3 SCALE 1 '= 30 �J I! 0 O eL. 100.0' ON Q- L Op 3 a ti fl �ov tip tV�s'h' S t U ru e W 4L tv %1.e 8,t \ a.3 \t2 48 9 a9 too 0 � 30 u +vOT c,O�PRcj� �'Ow► p� �C-�cltES �2..10\.p, �z_Z�6 fit. �Z, l°t9Z ( 715 M00576 CST Signature Date Signed Telephone No. CST# Parcel #: 038-1113-70-001 06/29/2007 03:09 PM PAGE 1 OF 1 Alt. Parcel#: 28.31.18.481 B 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-COUNTER, SCOTT J,&MELROY F GESS SCOTT J, & MELROY F GESS COUNTER 2165 GOOSE LAKE RD NEW RICHMOND WI 54017 Districts: SC=School SP=Special Property Address(es): '=Primary Type Dist# Description SC 5432 SOMERSET SP 1700 WITC Legal Description: Acres: 2.000 Plat: N/A-NOT AVAILABLE SEC 28 T31 R1 8W PT SW SE BEING LOT 1 OF Block/Condo Bldg: CSM 9/2592 2 ACRES Tract(s): (Sec-Twn-Rng 401/4 1601/4) 28-31N-18W Notes: Parcel History: Date Doc# Vol/Page Type 07/23/1997 952/411 07/23/1997 898/79 07/23/1997 699/21 2007 SUMMARY Bill#: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/14/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.000 32,000 1,700 33,700 NO Totals for 2007: General Property 2.000 32,000 1,700 33,700 Woodland 0.000 0 0 Totals for 2006: General Property 2.000 32,000 1,700 33,700 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 oto rw 48:) FILED FES 4 i / J (�S�;r, ( �.�b�r ✓� RAMC 19 ... A� � � �f VOWS l $ �jG9 ,1 Ili y�✓�� x'9 936 6 StC„,IX� wi f . ;� ,O/ 5 S y CERTIFIED SURVEY MAP Located in part of the SW�4 of the SE; and in part of the SEk of the SE4, all in Section 28, T31N, R18W, Town of Star Prairie, St. Croix County, Wisconsin. OU - UNPLATTED LANDS LOT I LOT2 LOT LO-T� I ACRES INC, R/W 2.00 10.69 2:00 SO'FT. R/W 87,120 465,696 t811,11*52, Al. ACRES ExC,R/W 1.80 10.36 1,92 �A((11`tt` 78,290 451,350 93,757 192N° AVE. NORTH LINE OF THE SWI/4 OF THE SE/4 48.36 7 ° 48.41 \ N89 13 '30•"E X45.-0-0 t0 , a 6g Marl. 69°347"E 00 N 162.55' \-48.38- 296.45' 6 00 .m M 2 ' r ,`O o BARN WELL ousE o ,o 0 C3< SHED ❑ SE TIC O S m y O O N 0 M \3 01P 1. -+ s O \ g K rt m A A �,^�, w p N mrn l o T ° CORN Ao W i m V A CRIB w fD .1 CrJ o co 0 c- 1C CO W �� IC 4.Lnn `�', s I� O .., S89°I3'30'W N rn I� M - r• If O 182.55' v, I r °' o rn m ~ r P rn I� rte' jet APPROV ED 0 Note: 0 N Lot 2 cannot be subdivide — r 00 c p �� N until remaining land is I> 1 r f jff' 1's 3 1Z o N deve I oped to south or a c 1z lJ• d �� ;�' l' I� `� cul-de-sac is In place. o° IO CROtX COUNTY " n1 ff n I� w; o K I :1'oM1*ehensive Planning l r' r✓ /I� ��i� w m o Zoning and /��1;' 1)"V (� w Perks'Corn"ttee OWNER A Scott Counter u; w MMt rocorded 1911 Riverview Lane WWAIII130 days of Somerset, Wi. 54025 ,N 40OMval date N66 041'45"E 523.08 L M0 gAftval4hag bo Gee ' void • �g� SOO 3.3 3" z 6' IRON PIPE FOUND � � � •3 8, co •.1 N N88°41'45"E � 3 N S88°41'45"W I l� w—----mot 545.03' SI/4 CORNER 779.17' t 041 45"W 61 03 66.00' 1258.20' SE CORNER OF SECTION 28 v! SOUTH LINE OF THE SEP4 O1 OF SECTION 28 UNPLATTED LEGEND LANDS Aluminum County Section Monument Found O 111 x 2411 Iron Pipe Set, weighing 1.68 lbs. SCALE IN FEET per linear foot 1001 Roadway Setback 0 0 100 200 400 Existing Fenceline VOLUME 9 PAGE 2592 1 ECEFR ElFc SQ I 1. TEE3T I NC-s F.O. DOI 74 421 N. MAIN ST. AND RIVER FALLS. YI 54022 DES I (31%.7 S E FG V I C E 115-425-0165 ATTN: _ -X,�.Yn `�'�{-p1��S ON DATE ZZ_ °LZ CC: SUBJECT: Zp G S — SCA1" CUU 1fl 11 WE ARE ENCLOSING THE FOLLOWING ITEMS: !� NO. OF COPIES DESCRIPTION d12(5tw SPY ►-c�2 L/ 9 ol�fiicF ti �5 SENT TO YOU FOR THE FOLLOWING REASONS : ❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED [] INFORMATION DESIRED [-'OR YOUR USE ❑ APPROVED AS NOTED ❑ RETURN COPIES ❑ NOT APPROVED ❑ FOR REVIEW AND COMMENT ❑ ' _�►'`'1 - l �- `?oU w u u L.b L 1 Utz.L �1�. � �� p�5�1 T t=o IZ L S Lam" Yn§E itJU U 1.v . ti 1v o T �L SSE L Ler ML y�1�o�v w msry �u v �Z= 1�u►v� -XI CA-lk-j L T' 1 c'�l..t L� 1°S 1'�1�-►�1LV , `�'1�-f t7�Jk $ d WEGERER SOIL TESTING AND DESIGN SERVICE - ST. CROIX COUNTY s WISCONSIN ZONING OFFICE at ST.CROIX COUNTY COURTHOUSE 911 FOURTH STREET • HUDSON,WI 54016 (715) 386-4680 December 22, 1992 Division of Safety and Building Bureau of Plumbing P.O. Box 7969 Madison, WI 53707 To whom it may concern: Four onsite soil investigations of the Melroy Gess / Scott Counter property, located in the SW1/4 of the SE1/4, Sec. 28, & NE1/4 NE1/4, Sec 33, T31N, R18W, Town of Star Prarie, St. Croix County, WI. , have been conducted with the assistance of Art Wegerer, CST# 576. These onsites revealed suitable soil for onsite sewage disposal to a minimum depth of 28" at each of the four locations while meeting the requirements of the A + 4" rule. This site should be suitable for new construction utilizing a mound septic system having 12" of sand fill. Should you have any questions, please feel free to contact me at this office. Since ely, a mes K. Thompson Assistant Zoning Administrator cc: file Wiw1ronsin 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 8112 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.# dimensioned,north arrow,and location and distance to nearest road. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION "(E' -t4.o`q C'esS Sco-rT coot's GOVT.LOT SW 1/4 SILt 1/4,S 1%T 31 ,N,R f8 E(or V9 PROPERTY OWNER':S MAILING ADDRESS LOT# BLOCK# I SUBD.NAME OR CSM# L4 5 Z L. S T* S T_ — I "— V--200 a S® C 3 M CITY,STATE ZIP CODE PHONE NUMBER I]CITY ❑VILLAGE ®TOWN NEAREST ROAQ, Ne►w R1PWi01u W I sgk)o (�1S)24�6_ soy6 s r.3\th t LIZ �a►Z n . [� New Construction Use[3Q Residential/Number of bedrooms 3 [ j Addition to existing building j J Replacement [ j Public or commercial describe Code derived daily flow 4S O gpd Recommended design loading rate — bed,gpolft2 0.3 trench,gpd/ft2 Absorption area required 3-1 5 bed,11:2 37 5 trench,ft2 Mabmum design loading rate a,•_y_bed,gpdffl 0.S trench,gpd/ft2 Recommended infiltration surface elevations t O V. o' ft as referred to site plan benchmark °u &u Z.-4 K -7 � s - >H t►u. 1 W Spw_D e LL.. Additional design site considerations�>y �>, U / V � Parent material .T 1 L Flood plain elevation,if applicable N ft S=Suitable for system CONVENTIONAL MOUND ❑S [au 11 S Ou IN-GROUND PRESSURE AT-GRADE SYSTEM IN RILL HOLDING TANK U=Unsuitable for stem [is ®U .®S ❑U EIS O U [is ki U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD/ft Boring# Horizon Texture Consistence Boundary Roots in. M n se II Qu.Sz.Cont Colo r Gr. Sz. h. Bed Trench z1 z — SI \ C-S o. q 0.5 Z �Z_�S m -t CS a• 5 0- f. Ground 3 �S_3 1 l o Y CZ 3 1 - 5 Z s�1T Jn '�'1- C S o. S e. elev. tbo.3ft. 31-SS S 9V_ Y/L Z lS Ye 31(. — Depth to limiting factor 3 ) � Remarks: Boring# s 1 0-N ��`1Q- Z!Z — S 1 Z `Fg�- acv►V-�.. a,S o. S �,(� Z 14-37-14-37--3 -).S 11e M� �! 319 - s l C-sb�z ` �'� o El . °.s 3 31.91 -)•S11I2 31 Y 3 1 o y Ground elev. tf y)_Sg -)-S112 31 �1 �SyR S10 9�-ft a to Y �1z s l �, �i Depth to limiting factor , i t Remarks: CST Name.-Please Print Arthur L. We erer Pine 715-425-0165 egerer Soil Testing & Design Service-P.O. Box 74 River Falls,WI 54022 Signature: Date: CST Number: 012_ 176 bZC, \2 , 199Z M00576 PROPERTYOWNER GeSS- C1wrvTIM SOIL DESCRIPTION REPORT Page?-,of 3 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 jTrench Y o S o 6 "3 C3-� w� Z t i s i t z W, S vt- o•,4 a S Ground S� 2-1 Z 5 y P3/ C � '�'� w►'Fi ` elev. tioe•3 ft. Depth to limiting factor Lk Remarks: Boring# Ground elev. 1N\ ft. Depth to J 1 d limiting C..- factor Remarks: _ Boring# ,•> 4�v\�:•v , �.ti nvv}i•.�ki:t• Ground elev. ft. Depth to limiting factor Remarks: Boring# Ground elev. f. t Depth to limiting factor Remarks: SBD-8330(8.05/92) ' PLAN PLOT P LA Page 3 of 3 SCALE 1"= 30 O C) c �J _O a till— %;F1. trio r4, ON �LLOt)3 J sPt`zE 1` "bue g,► G[LDLUkIItb l FJ >,tG�tT Po�� toUSt Zo 3�, P3' l.�hST ZS�PRAM r,oww. �R�ru 1Yrt N wt i�! �wt�►kt of S'' FitOP1 d ov tip tu�srcR-�S f U nu e 0> %eb PMtcet, L-L 48 9 �9 \y too � u , T't t s R-ttl�n � tis/ gz_z�6 IOf9Z ( 71 5 ) 425-0165 M00576 CST Signature Date Signed Telephone No. CST# 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 8112 x 11 inches in size.Plan must include,but ST. GL?A L}C 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. APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION MLI. C.or� CoulV GOVT.LOT S1,v 1/4 S6 1/4,S1%T 31 N,R f8 E(019 PROPERTY OWNER:S MAILING ADDRESS LOT# I BLOCK# SUBO.NAME OR CSM# CITY,STATE ZIP CODE PHONE NUMBER OCITY E]VILLAGE (MOWN NEAREST ROA� Nov RICHh0ti 0,wl sq�)i7 \°►•Z,, h P&X--. (64 New Construction Use Residential/Number of bedrooms 3 [ ] Addikn to existing building [ ] Replacement [ ] Public or commercial describe Code derived daily flow 'AS O gpd Recommended design loading rate — bed,gpd/ft2 0.3 trench,gpolft2 Absorption area required 31 S bed,ft2 2-115 trench,ft2 Maximum design loading rate°,y bed,gpd/f _try,gP� Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design/site oonsiderations Qgraxi m kNj;b wnwk&w/z.-y`xy�� `1-5ZL�v e!{-r s - lti uv. 1 of Sm tD R u.. Parent material Tt mot_ Flood plain elevation,dapplicable N It S=Stye for system CONVENTIONAL MOUND IN•GROUND PRESSURE I AT-GRADE SYS M W FILL HOLDING TAW U=Unsuitable for system [IS ®U ,®S ❑U I ❑S I& El S OU EIS O U ❑S ON SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD/ft Boring# Horizon in. Munsell iu•Sz.Cont Color Texture Gr.Sz.Sh. CArhs�benoe Bouidary Roots Bed Tiench o_VZ Lo z.1 7- — s1 esbk hhu as o. q 0.5 Z \-L_lS LO`(Q.- V/y `FS S M cS d S o. L 9 Ground 3 \S-1 \ 1,C)`12 3 1 o,S o.L elev. tibb.3ft. 31-SS S Li Z Y/L Z-S Ye - Depth to limiting factor, 31 Remarks: Boring# ; 1 0-y hoyQ Z!Z — S1 Z .� r�� ag o. Sn,L z Z t4-32 -).S '11z 31V S C-SbVt `�►�` �.w o.y o•S 3 31-9 1 -)•SY2 .)1 Ground elev. Y yi-Sg .S 12 31y dlO ilk 6/z La--ft. Depth to limiting factor v �1 t Remarks: TName:—Please Print Arthur L. We erer Phone: 715-425-0165 egerer Soil Testing & Design Service-P.O. Box 74 River Falls,WI 54022 Signature: Date: CST Number: 01 12 , 19gZ M00576 a ' PROPERTYOWNER GI's S- C-Ouw711Z, SOIL DESCRIPTION REPORT Page Z'of 3 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 Trench 3 ► o-5 w`t� z(Z s• 1 7Z S o• 6 MIMI` ' <<;< Z 7-V S to 3 3 — S 1 C 5 b1C -Y, 1- c 5 O•,4 O S Ground 3 $_ S 10-i2 z-! Z S,a a/v vn i _ elev. tioc•3 ft. I Depth to limiting factor yS I Remarks: Boring# _ Ground elev. ft. Depth to limiting factor Remarks: Boring# x2 Ground elev. ft. Depth to limiting factor Remarks: Boring# Stv:0:•nfi:`�:;: `•k Ground elev, ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) • t r " PLOT PLAN Page 3 of 3 SCALE 1"= 30 ' � 9Z ytic9- SUE _ �J _O 1?aLe @bllpJw� 3 J 8�- eL. L00.O ON SP1hE 1, 8.1 �U\� G[L6ulup 11 1 '�� , LLG►tT Po�� `'roust 1n 3t Ph LeNST ZS'FIMM r,oww- � , n. ° ti �,r,TrriN wL�N L�uW of S' FROh d �MovNp t--Ik,-ftUAnr U ue OI �,- rV� 6 h1toL�u s�TD PMtce�l.., L009 � Y , � ° c°x,1�puQLTI.. LOU.O� �� T cOwip�� 3o�Ur► 0�1�-C-�uCt}�S �t..101.p gz_z�6 -tn�tffc Z, lot Z ( 715 ) 25-nt h5 M00576 CST Signature Date Signed Telephone No. CST# r � � � l l �-- — - l ; S LTA - Z S 11� vi TT r„ boo L—) j x S �� • I ZEE-Sfl I •oug $q/nSH slonpoid Tsr4u9prs9g aevvusyl BUTIONJVN oOSt,xgn 'S 'ZI spi ag i0661 Jo .zapursmaJ age .zoo 4saq aqq nod gsrM pus 4.zoddns panut4uoo snoA so3 nod Nusgj I *AlXurpa000s RoTB4so .znoA alspdn pus smaN 4onpoid aq4 Marnas 04 amr4 aqq ONVI assald 965 . . . 9Xs4S-rjTnW/sTsXnjr.x4ua3 9 tF • • • • • ajfvmaS/,4uanT j ja/dmnS %0 . . . . . . . . sxusy sTd-snbd %0 . . . . . . . . . saTgrs.zamgnS 96£ shat • : SMOTTo3 ss a.zs sasBaJOUT aurT 4onpoid a s.zaAV •s.zopuan Ts.zanas Bq sn o4 uo passsd Suraq seeva.zouT OOTad 4oaT joi gorgm seava.zoui jonpoid anr40aTas UT94UOO 8498gS OOTJd aqy •940agS OOTJd pine 'sur49TTng NoTs4so MaN 1sm8N 4onpoid aq4 jo ddoo s purl IlTm noA Ja44aT srg4 g4rM pasoTOUg :JapTog VOTRIvO spTnoo isea 0661 ' TrsdV LLgZ-89g-9tg :Buisivanpy g saIBS NOISIAIa SW31SAS U31VM • 86£-L£6 X3131 O'N ' `S d W f l d S a l f o g " LM-999-g1£ 81Pl£l MJOA MGN 'slle3 eoauaS 3aai3S pisAB9 Ise3 89 xo9 'O'd J �r 1 T WISCONSIN ZONING OFFICE ST.CROIX COUNTY COURTHOUSE 911 FOURTH STREET • HUDSON,WI 54016 IMF - (715) 386-4680 December 22, 1992 Division of Safety and Building Bureau of Plumbing P.O. Box 7969 Madison, WI 53707 To whom it may concern: Four onsite soil investigations of the Melroy Ge55 / Scott Counter property, located in the SW1/4 of the SE1/4, Sec.28, & NE1/4 NE1/4, Sec 33, T31N, R18W, Town of Star Prarie, St. Croix County, WI. , have been conducted with the assistance of Art Wegerer, CST# 576. These onsites revealed suitable soil for onsite sewage disposal to a minimum depth of 28" at each of the four locations while meeting the requirements of the A + 4" rule. This site should be suitable for new construction utilizing a mound septic system having 12" of sand fill. Should you have any questions, please feel free to contact me at this office. Since ely, Q mes K. Thompson Assistant Zoning Administrator i cc: file I