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Home My WebLink About030-1079-40-500 (3) R 14sconsin P A EVALUATION REPORT #2125 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service Attach complete site plan on paper not less than 8'/2 x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Please pnn all "nf rm i n. Re ewed B Date Personal information you provide may be Fed foREQEILVPrivac Law, s. 15.04 (1) (m)). at Property Owner Property Location Jane Reed Govt. Lot na SW1/4, SE1/4, S28, T30N, R19W @,AAv -1 77 7nin Property Owner's Mailing Address Lot # Block # Subd. Name or C M# 1206 Riverside Dr N. ST. CROIX COUNTY 6 na CSM ?j S City State ~ipllJG NBfi#CE City Village Town Nearest Road Hudson WI 54017 715-386-5111 St.Joseph Perch Lake Rd New Construction Use: I Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement I ' Public or commercial - Describe: na Parent material Outwash Flood plain elevation, if applicable na ft. General comments Conventional System, system elevation 93.00ft. Trenches spaced and depth to code 3.00ft below grade. and recommendations: VS S~ / do- - IA44) Sr ra:= ❑ Boring # L Boring Pit Ground surface elev. 96.00 ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistent Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-29 10yr3/2 na sl 2msbk mfr Cs if 0.6 1.0 2 29-60 7.5yr4/4 na Is osg mvfr Cs na .7 1.6 3 60-120 7.5yr4/6 na ms osg ml na na .7 1.6 3(o Boring # Boring Pit Ground surface elev. 96.00 ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistenc l BoundatRoots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-28 10yr3/2 na sl 2msbk mfr Cs 0.6 1.0 2 7.5yr4/4 na osg mvfr Cs .7 1.6 3 -120 7.5yr4/6 na ms osg ml na na .7 1.6 3~0~ ~zy * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) S atur CST Number David J. Steel / 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 1699 150th St New Richmond, WI 54017 5/6/2010 715-760-0347 SBD-8330 (R.07/00) Property Owner Jane Reed Parcel ID # Page 2 of 3 Boring F3]Boring # Pit Ground surface elev. 93.90 ft. Depth to limiting factor 120 in. Soil Application 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 1 0-24 10yr3/2 na sl 2msbk mfr Cs if 0.6 1.0 2 4 7.5yr4/4 na Is osg mvfr Cs na .7 1.6 3 -120 7.5yr4/6 na ms osg ml na na .7 1.6 Boring F-1 Boring # - Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application 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 Boring Boring # ft. Depth to limiting factor Pit Ground surface elev. g in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#t I *Eff#2 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <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. SBD-8330 (R.07/00) Steel's Soil Service I . STEEL'S SOIL SERVICE 3 of 3 David J. Steel Jane Reed 1699 150th St CST-POWTSM SW1/4SE1/4,S28,T30N,R19W New Richmond. WI 54017 Lic. #248956 Town of St. Joseph, St. Croix Cc Direct 715- 760-0347 CSM Lot 6 Fax 715-246-0318 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. Legend N P=40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark El, 97.90 ft Top of 3/4" pvc pipe = Borings Boring Elevations BI = 96.00 ft ~ B2 = 96.00 ft 2Y IZ4 B3 = 93.90 ft B4 = 0.00 ft ZSa ~ 39f 57 '9 a ke s FILED) do ~1 ",4 2 2 1999 ► V KATHLEEN H. WALSH 11 99850 Re7iserofDB9de SI.Crau0o,W1 - CERTIFIED SURVEY MAP UNP~ATT~b N88 3'47"W"W LANQS N~~ 379'69 LOCATED IN PART OF THE SW1/4 OF N THE SE1/4,IN PART OF THE SE1/4 OF ~o0 1^; THE SE1/4 AND IN PART OF THE NW1/4 P7 d.~ N OF THE SE1/4 OF SECTION 28, T30N, u 'co R19W, TOWN OF ST. JOSEPH, ST. CROIX z i ZZ, o COUNTY, WISCONSIN; BEING PART OF LOT w v d w 4 OF CERTIFIED SURVEY MAP RECORDED LY 7_., .1..,. www °-1 IN VOLUME 12, PG. 3394 AT THE ST, CROIX w~°1 COUNTY REGISTER OF DEEDS OFFICE. wo LQ aZf ya' N LOT 4 OWNER Z ~?h O-I 3 v JANE REED PICOTTE ¢ ZI BARN \ 558 PERCH LAKE RD. wiyN 7). ❑ \ HUDSON, WI 54016 00 04 N C7 \ I~ \ a► o LOT 7 m N N° `E' a ADJOINING LOTS 4, 6 AND 7 SCALE IN FEET 1' = 200' (n MAY BE SUBJECT TO FUTURE ® 6 Lj ASSESSMENTS FOR ROAD UPGRADES. 100 0 100 200 300 - HOUSE N88*59'24"W GARAGE Lf) 73.10 as EXISTING DRIVE ~0 Z 9~5' \ ri M QyP y o / 12.879 ACRES LO 561,019 SO. FT. LOT 66.0-0' 263.32' 420.66' LOT _6 rI F 589'04'58"E 750.00' I o "~I-- - l L`----- M + ) LEGEND 1 CVi a' o Orr z ) ~r ALUMINUM COUNTY SECTION CORNER N°D p ~rr o ) ~ir MONUMENT FOUND 1 D aZ ) Ur i • 1' IRON PIPE FOUND - 00 M QQ~ CL; r j 1' X 24' IRON PIPE SET WEIGHING O)' k6 a I O~r ° I ~l7r~Q r 1.68 LBS. PER LINEAR FOOT ~I M 1 wz ~r ~r 100' ROADWAY SETBACK LINE Li L) PZ , Q wo O~r 2' IRON PIPE FOUND O]i ^ '00 1- a° Zi C5 z0 m a Jr ® WELL 329,32' ) N89'04'58 "W 1023.23' SEPTIC 6 O\ 263.32' 264.50' 141,12' r Vli jn 98.06' 142,81'/ ~04 COi t L -957.23'- tSi nD0)r 0 ° w)- (1i LOT 6 C'); , V1 o ZL r0, 10.955 ACRES EXISTING ACCESS EASEMENT TO ~V, N LOT 3 OF C.S.M. RECORDED IN i~ Q m / r o c" ;o I of z w ° O7 477,182 SQ. FT. VOL. 12, PG. 3394 AND PART OF ru ~r Lr o rn v n Lj INC. ESMT. AND R LOT 1 OF C,S,M RECORDED > 0! wN0Nq o wds° IN VOL. 8, PG. 2232. a M Or .4 "d XE:] al NU,~ 9.169 ACRES E3 w 399,384 SO. FT. v ~r v N U~ w ti PROPOSED Or l/ ~ ^Dr V w i i~~. EXC. ESMT, AND R/W DRIVE N89~7S~i1%,F ,r r l/OrJr ~ryr ZD' ¢a> 112,00' Or i 66,01' - - - - N89.55'11'E 1034.52'- N00.20'20' V94 ~PERCH LAKE ROAD 66.00' 55.22' 113.29' ' S89'04'5 8" 37s.oo S89• 4'58"E 1035. 5' 1202.73' S89'04'58'E SOUTH LINE OF THE SEI/4 SE CORNER OF LOT 1 LOT 1 LOT 2 LOT 1 SECTION 28 C.S_M. IN C.S.M. IN VOL. _7_PG._2061 LOT 1 VOL. -6-,-PG. 1700 in, g THIS INSTRUMENT DRAFTED BY ED FLANUM JOB NO. 99-05 DATE 2-17-99 Vol 13 Page 3615 Parcel 030-1079-40-500 05/20/2010 07:47 AM PAGE 1 OF 1 Alt. Parcel M 28.30.19.286E 030 - TOWN OF SAINT JOSEPH Current Ik ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner JANE F TRUST REED O - REED, JANE F TRUST 1206 RIVERSIDE DRIVE N HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description 568 PERCH LAKE RD SC 5432 SOMERSET SP 1700 WITC Legal Description: Acres: 10.950 Plat: 3615-CSM 13-3615 030-99 SEC 28 T30N R1 9W W1/2 SE1/4 BEING LOT 6 Block/Condo Bldg: LOT 6 CSM 13/3615 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 28-30N-19W Notes: Parcel History: Date Doc # Vol/Page Type 05/08/2003 720585 2234/395 WD 2010 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/08/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 10.950 86,900 0 86,900 NO Totals for 2010: General Property 10.950 86,900 0 86,900 Woodland 0.000 0 0 Totals for 2009: General Property 10.950 86,900 0 86,900 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 12/04/1998 Batch M PRGRM Specials: User Special Code Category Amount Total Special Assessments Special Charges Delinquent Charges 0.00 0.00 0.00 (rF D JUN 1 999 DWe~SH 59985 . CROICOUNTY y SURVEYOR'S RECORD l CERTIFIED SURVEY MAP ti 0 UNPLATTED N88S3- 47"W LAR2S wUw 379.69' LOCATED IN PART OF THE SW1/4 OF --m p N,2-: N~o THE SE1/4, IN PART OF THE SE1/4 OF THE SE1 4 AND IN PART OF THE NW1 /4 L o < OF THE SE1 /4 OF SECTION 28, T30N, w-'co CNi R19W, TOWN OF ST. JOSEPH, ST. CROIX U w~ N COUNTY, WISCONSIN; BEING PART OF LOT QQQ~j~ 4 OF CERTIFIED SURVEY MAP RECORDED Lj (4 w ww -I IN VOLUME 12, PG. 3394 AT THE ST. CROIX w COUNTY REGISTER OF DEEDS OFFICE. w ~ Lo ~ ° A q; ~ ~ LOT _ 4 I- _w OWNER z z I t` r` z-~c=i1 Ji N JANE REED PICOTTE ~ n- BARN v' \ 558 PERCH LAKE RD. Wwm C3 Zi co ❑ \ HUDSON, WI 54016 00 °v, cu Lo \ to M LOT 7 co NOTE' p C4 ADJOINING LOTS 4, 6 AND 7 SCALE IN FEET 1' = 200' (n T- MAY BE SUBJECT TO FUTURE 6 w ASSESSMENTS FOR ROAD UPGRADES. 100 0 loo 200 300 iri d- \ HOUSE & r7 N 88'59'24"W GARAGE \ \ Q~ 373.10 C) EXISTING DRIVE `.D° Z 12.879 ACRES 561,019 sQ, FT. LOT _5 , I ~t i 6E.00' 263,32' 420.68' LOT --6 3 2' S89'04'58"E 750.00' 1 _ _ _ i q LEGEND w I ~0 N M o Q, Z Off, ALUMINUM COUNTY SECTION CORNER I rn rn c'), -)i & MONUMENT FOUND ~i N ° z° I G% • 1' IRON PIPE FOUND - p M QP~ w as h, QC~i o 1' X 24' IRON PIPE SET WEIGHING A, 1.68 LBS. PER LINEAR FOOT ' QL3 1 100' ROADWAY SETBACK LINE ,ri v Ld T \ / 2' IRON PIPE FOUND >i (orn LLI I JOB ® WELL Lr) I= Zi co C5 0, l c~ 7 ¢ 1 ® SEPTIC J l 15~ N89'04'58"W 1023.23' 3 gi ~ / 329, w Uji 6 0 \ 263.32' 264.50' 141.12' 98,06' 142,81% C%4 0) Vi w -957,23'- 47.42' i i of o I LOT 6 'n z ~ (IN EXISTING ACCESS EASEMENT TO o LL cn 10.955 ACRES LOT 3 OF C,S.M, RECORDED IN N i V) w 1 I o z ° M 477,182 SQ. FT. VOL. 12, PG. 3394 AND PART OF N i / Co ~ o rn Z r, Lj INC. ESMT. AND R/W LOT 1 OF C,S.M RECORDED 00 pl W N "i N o Ld a IN VOL, 8, PG. 2232. c`~v c) w w 9,169 ACRES 4 Z J zCOd CP 0 Ri 399,384 SO. FT. PROPOSED ° c~ J DRIVE O/ ~~i V/ ~ w N EXC. ESMT. AND R/W N89.55 IV E d- / Ol ~/i a.°.j. ~ 112.00 \ i N89°55'11'E 1034.52'- Noo°20'20'E o p /Z:~- ~ co' - -PERCH LAKE ROAD 66,00' Z - ch - 855.22' - - - - - 113.29' 49,49' _ S89°04'58" 375,00' F9 S89' 4'58"E 1035.75' 1202.73 S89°0458"E SOUTH LINE OF THE SE1/4 SE CORNER OF LO_T_ 1 LOT 1 LOT 2 LOT 1 SECTION 28 T 1 C.S.M. IN C.S.M. IN LO VOL.-7,-PG._2061 VOL. -6-, -PG. 17_0_0 VOL.-5-,-PG.-1381 VOL. 2264 THIS INSTRUMENT DRAFTED BY ED FLANUM JOB NO, 99-05 DATE 2-17-99 Wisconsin Department of Commerce SOIL AND SITE EVALUATION ,Division o,t' Salety and Buildings Page of 3 Bureau of Integrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and~l0 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parc114. # OT /~7{~` APPLICANT INFORMATION - Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Z__114,S -20 T36 N,R 4.p' T) W Govt. Lot S 1/4,5 Property Owner's Mailing Address Lot # Block# Subd. Name or C M#° /Q 9Ss- ~Sf~ loer /'1,q C S/~ d ~ I S~ ~c2rj City State Zip Code Phone Number [:1 City El Village C9 Town Ne rest Road -71 1) [New Construction Use: g Residential / Number of bedrooms s~ Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow S/ 0 gpd Recommended design loading rate bed, gpd/fiz-Irg-trench, gpd/ft2 Absorption area required 7 S bed, ft2 3 trench, ft2 Maximum design loading rate bed, gpd/ft2__.~trench, gpd/ft2 Recommended infiltration surface elevation(s) '90y-s.- ft (as referred to site plan benchmark) Additional design/site considerations r-1 • d zs ec/ o-~, c,,. o,,, Z),,C- eLl 7?,Cl Parent material 614 TwG r 4 Flood plain elevation, if applicable irW ft S = Suitable for system Conventional Mo nd In-Ground Pressure AT-Grade(' System in Fill Holding Tank U = Unsuitable for system ❑ S X U S❑ U ❑ S U ❑ S 2f u ❑ S %U ❑ s SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench O/ /0 X 313 L r P77 e-l • y D ,e Ground elev. , 9~/osft. Depth to limiting fat r Remarks: Boring # 6)-,q love C 5' Jr- 2 .2 _4 to ,e ~Qk - 5 . v✓ ` 3 -y >D - rVI Ground - 7 C.~ 0 r ✓ • 3 i 9enle ~t An':.pEal , RP f:i .~.:~ab Depth to - - limiting r etc factor , in. Remarks: CST Name (Please Print) f f~ Signature el P \ Addre s Date CST Number PROPERTY OWNER, i Cvh'c° SOIL DESCRIPTION REPORT Page -.9•of J PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Structure 2 Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 3 0 oe 3 L 21-7 Ground WOelev. ~ -3ol.3ft. Depth to limiting factor in. Remarks: Boring # U-31 /0 ~y to Ground VIZ009 SSie 0/41 elev. y per. Depth to limiting fact r Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD1ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench Boring # 1 0-13 16V/ ar►~ r~ l~ C e .5- .2 B-32 vie Ground 0M c elev. 7cmft. Depth to limiting factor 11 in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: SBD-8330 (R. 07/96) i ~I3f ~ I i f I I ~ l_ 141 G Tree - - - - -Iii - a I OD- I I g ~ I I o* - - a? 76 i I , - i ate' I , i J I ~I 0 Ile Per64 Bake fr_ owI [/dIle,/ !/re.°.s..✓l~a.~ - C SA, 4 I ~ - I r` 'I i i i ~ r _ _ _ i., . l ~ I _ , ~ ~ r _ ~ _ , --I ~ _i ~ ~ - J ~ ~ i ~ _ ii I ' ' ~ _ ~ ~ ~ _ ~ ~ ; - ; - ~ - r-- t ~ - i i i i t ~ - - I r I J _ t i i l - ~ - , I i - ~ I i ~ i - ~ ~ ~ ~ ~ i t i ~ i I ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ Parcel 030-1079-40-500 05/11/2007 05:13 PM PAGE 1 OF 1 Alt. Parcel 28.30.19.286E 030 - TOWN OF SAINT JOSEPH 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 - REED, JANE F TRUST JANE F TRUST REED 462 HIGHLAND VIEW HOULTON WI 54082 i Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description ' 558 PERCH LAKE RD SC 5432 SOMERSET SP 1700 WITC Legal Description: Acres: 10.950 Plat: 3615-CSM 13/3615 SEC 28 T30N R19W W1/2 SE1/4 BEING LOT 6 Block/Condo Bldg: LOT 6 CSM 13/3615 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 28-30N-19W Notes: Parcel History: Date Doc # Vol/Page Type 05/08/2003 720585 2234/395 WD 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/08/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 10.950 86,900 0 86,900 NO Totals for 2007: General Property 10.950 86,900 0 86,900 Woodland 0.000 0 0 Totals for 2006: General Property 10.950 86,900 0 86,900 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 12/0411998 Batch PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00