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Home My WebLink About006-1064-80-100 (2) y Wis. Dept. of Safety and Professional Services SOIL EVALUATION REPORT Page d of Division of Safety and Buildings i Wce with SPS 385, ft.~6~~Vie, County ST. CROIX LSO Attach complete site plan on pa n an 8 2 x 11 inches in size. Plan must CC include, but not limited to: verti zon eference point (BMdbh/eC' d Parcel I.D. 006-1064-80-100 percent slope, scale or dim io , nort ow, and location and dista Z ~?~ist Dad. i Plebs a rint all information. Sr C viewed Date Personal information you provide may be used for secondary purposes (Privacy Law s~lf1U1)). 3/ 1 Property Owner Property Location 1:1 El PACPR LLP Govt. Lot SW 1/4 SW1/4 S 29T 31N R It, E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1901HWY 46 1 N/A CSM 25-5773 006/2011 City State Zip Code Phone Number []City []Village [Drown Nearest Road NEW RICHMOND WI 54017 ( ) C 4 HWY 46 E] New Construction UseC] Re i enba Wmber of bedrooms Code derived design flow rate GPD Replacement 0 Public or commercial - tribe: PROPOSED BANQ TENT CENTER Parent material OUTWASH Flood Plain elevation if applicable ft. a General comments and recommendations: E Boring # 0 Boring a Pit Ground surface elev. 96.75 ft. Depth to limiting factor 96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence oundary Roots GPD/ft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ff#1 *NQ 1 0-11 10YR3/4 0 SIL 2MSBK MFR CW 1M .6 1.0 2 11-25 7.5YR4/6 0 LS OSG ML CW IF .7 1.6 3 25-96 7.5YR5/6 0 LS OSG ML N/A N/A .7 1.6 ❑2 Boring # a Boring ng 99.25 98 Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate z Horizon Depth Dominant Color Redox Description Texture Structure nsistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. * ff#1 * 1Iiff#2 1 0-11 10YR3/4 0 SIL 2MSBK MFR CW 1M .6 1.0 2 11-21 10YR4/4 0 SCL 2MSBK MFR CW IF .4 .6 3 21-31 7.5YR4/6 0 LS OSG ML CW N/A .7 1.6 4 31-46 7.5YR5/6 0 LS OSG ML CW N/A .7 1.6 5 46-98 7.5YR5/8 0 LS OSG ML N/A N/A .7 1.6 * Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Sign CST Number ROBERT HARDINA 824825 Address D Evaluation Conducted Telephone Number 477 170TH AVE TURTLE LAKE WI 54889 6/27/2013 715-986-2508 SBD-8330 (Rl l/11) Property Owner PACPR LLP Parcel ID # 006-1064-80-100 page 2 of 2 Boring F3 Boring # pit Ground surface elev. 99.0 ft. Depth to limiting factor 98 - in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. * ff#1 * ff#2 1 0-10 10YR3/4 0 SIL 2MSBK MFR CW 1M .6 1.0 2 10-20 10YR4/4 0 SCL 2MSBK MFR CW 1F .4 .6 3 20-31 7.5YR4/6 0 LS OSG ML CW N/A .7 1.6 4 31-45 7.5YR5/6 0 LS OSG ML CW N/A .7 1.6 5 45-98 7.5YR5/8 0 LS OSG ML N/A N/A .7 1.6 a Boring # Boring 98.25 100 • Pit Ground surface elev. ft. Depth to limiting factor in• Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPDIft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ff#1 * ff#2 1 0-11 10YR3/4 0 SIL 2MSBK MFR CW 1M .6 1.0 2 11-24 10 4 SIL 2MSBK MFR CW IF .6 1.0 3 24-100 7.5YR5/6 0 LS OSG ML N/A N/A .7 1.6 Boring ❑ Boring # Spit Ground surface elev. ft. Depth to limiting factor in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. . ff#1 ff#2 * Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD 5 < 30 mg/_ and TSS < 30 mg/L The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay. SBD-8330Test (Rl 1/11) HARDINA SEPTIC.SYSTEMS Mp'R {ACS a1 ~ t~ z IS\ J'N S 1 Parcel 006-1064-80-100 07/31/2013 10:48 AM PAGE 1 OF 1 Alt. Parcel 29.31.16.448F 006 - TOWN OF CYLON Current 1XI ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 05/31/2011 00 0 Tax Address: Owner(s): 0 = Current Owner, C = Current Co-Owner 0 - PACRR LLP PACRR LLP 1901 HWY 46 NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description ` HWY 46 SC 3962 SCH DIST NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 4.940 Plat: 5773-CSM 25-5773 006/2011 SEC 29 T31 N R16W PT SW SW; BEING CSM Block/Condo Bldg: LOT 01 25-5773 LOT 1 (4.940AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 29-31N-16W SW SW Notes: Parcel History: RETIRED 2011 FOR 2012; TAKES ALL Date Doc # Vol/Page Type 006-1064-70-150 (448D) & ALL 05/31/2011 936901 CSM 006-1064-80-050 (448E) FOR CSM 25-5773 04/04/2011 934472 DRIVE LOT 1 006-1064-80-100 (448F) & LOT 2 08/12/2010 920638 CONV 006-1064-80-200 (448G) 08/06/2010 920294 CONY more... 2013 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 05/31/2012 Description Class Acres Land Improve Total State Reason COMMERCIAL G2 4.940 40,000 0 40,000 NO Totals for 2013: General Property 4.940 40,000 0 40,000 Woodland 0.000 0 0 Totals for 2012: General Property 4.940 40,000 0 40,000 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 liiillillllllilllllllllllllilll 8 0 2 9 0 6 4 7x:4020399 936901 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 05/31/2011 3:51 PM xx' ST. CROIX COUNTY CERTIFIED SURVEY MAP FEE:PT Located in the Southwest Quarter of the Southwest Quarter of REP 30.00 Section 29, Township 31 North, Range 16 West, Town of Cylon, COPY FEE: 3.00 St. Croix County, Wisconsin. PAGES: 2 - WEST 1/4 O C. 2q, T 31N, R I 3 ' I `NORTH LINE OF LOT I, CSP1, VOL. 12, PG. 3396 N -~i It5'I°Q ~L p - S8 53-0 1'56 0 75 ..E OWNER: g p ` PACRR, LLP, A Q z 475. 73 WISCONSIN LIMITED jC tJ N LIABILITY PARTNERSHIP G I I u~ ; LOT AREAS o ^ No ° ; N LOT T TOTAL-215,096 SQ.FT. 9 LOT 1 / - n+-~ 60" 4.94 ACRES "-i.. of I - 55" 4 = ROADWAY=22,298 i:: i w `O i a $ wO SQ-FT. / 0.51 ACRES LOT 2 530. 7 Lj TOTAL=223,230 SQ.FT. / 365.73 -'i , 110.00 00 ° -z ;1.. i lu O M 1 v i I, O z 5.12 ACRES ° ; N E3 ! p N ROADWAY=56,442 cz) w O ~ i o SQ.FT. / 1.03 ACRES V., I is ,u > 3 0 - ^ W LOT 2 r` ov1 w'i B ol~e ° 100' HIGHWAY v O ON SETBACK LINE SOUTH 1/4 COR- OF SEC. 29, 731N, S8901'56'E R16W--, 365.73 1110.00' - 1 O -0. 420- 75 03 - - 70.03 O 1 10- 00- / S. T. H. "64 " 2109.71 S89°01'56"'E O ' - _75 - " sw coR. of sEC 530. N89101'56"W 2q, 731N, 1216W, FOUND P,K. NAIL I SOUTH LINE OF THE 5W WITH 015C. 1/4 O~- 5ECTION 2q, T3 W, R16W LEGEND DENOTES 3.25 INCH ALUMINUM ALL LOTS ARE HEREBY RESTRICTED "THE PARCEL(S) SHOWN ON ST. CROIX CO. MONUMENT UNLESS SO THAT NO OWNER, POSSESSOR, THIS MAP ARE SUBJECT TO OTHERWISE INDICATED. USER, LICENSEE OR OTHER PERSON STATE, COUNTY AND TOWN MAY HAVE ANY RIGHT OF DIRECT LAWS, RULES AND • DENOTES FOUND 1" IRON PIPE VEHICULAR INGRESS FROM OR REGULATIONS (I.E., O DENOTES SET 1 " X 24" I.P. EGRESS TO ANY HIGHWAY. ANY WETLANDS, MINIMUM LOT WEIGHING 1.68 LES ACCESS ALLOWED BY SPECIAL SIZE, ACCESS TO PARCELS, PER LINEAR FOOT EXCEPTION SHALL BE CONFIRMED ETC.). BEFORE PURCHASING ~y AND GRANTED ONLY THROUGH OR DEVELOPING ANY DENOTES SOIL BORING THE DRIVEWAY PERMITTING PARCEL(S), CONTACT THE BY A.E.C. SOIL & SITE PROCESS AND ALL PERMITS ARE ST. CROIX COUNTY VALUATIONS REVOCABLE. PLANNING & ZONING 8 NOTES EXISTING DEPARTMENT AND THE SEPTIC SYSTEM TOWN FOR ADVICE." CLEANOUT ® DENOTES EXISTING WELL BEAF.IN~: ARE THIS INSTRUMENT WAS DRAFTED Suite 8100 REF!-' ' :D TO THE BY DANIEL L. THURMES ' L.E E. Chiestnut eet WEST LINE OF THE SW REVISED 3-23-2011 82 1/4 OF SECTION 29. 69 T31 N, R1 6W, WHICH IS ~ 76 ASSUMED TO BEAR C O N e NOO"35'3VM. NORT .net H $10 % OTHURbES 0 200 , 2456-008 / STILL_WATIM / MN i CORNERSTONE LAND SURVEYING, INC SHEET 1 OF 2 SHEETS 1 of 2 Vol 25 Page 5773 PAID 2197 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 4 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations County Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. 006-1064-70-100 Please print all information. Re ' wed B Date G~ Personal information you provide may be used f ) (m)) . r e / Property Owner Prop rty Location PACRR L.L.P. ~C~~ Govt. of SW 1/4 SW 1/4 S 29 T 31 N R 16 W toy Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1901 Hwy 46 Proposed CSM City State Zip C e Ph8iWQ9MJr City Village Town Nearest Road PLA N ZONING 0 IC CyIon State Hwy. 46 New Richmond WI 540 Use: Residential / Number of bedrooms Code derived design flow rate GPD tI New Construction _f Replacement e Public or commercial - Describe:future commercial Parent material Glacial OUtwash Flood plain elevation, if applicable Na General comments and recommendations: Site suitable for mound system with 6" sand lift placed on 105.00' contour. a Boring # Boring lei Pit Ground Surface elev. 106.20 ft. Depth to limiting factor >97" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots .E~ PDlft«Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-5 1Oyr3/3 none sl 2fgr mvfr cw 2f,1mc 0.6 1.0 2 5-17 1Oyr4/4 none scl 2fsbk mfr cw 2fm,lc 0.4 0.6 3 17-24 7.5yr4/6 none Is Osg ml cs 1fm 0.7 1.6 4 24-59 1Oyr5/6 none s Osg ml aw 1fm 0.7 1.6 5 59-77 1Oyr4/4 none fs Osg ml aw 1f 0.5 1.0 6 77-97 10yr516 none s Osg ml - 1f 0.5 1.0 Horizon #6 contains 1/16" - 1/8" bands of 10yr4/4 Ifs. Loading rate of horizon adjusted to compensate for reduced permeability associated with banding. Boring # Boring Pit Ground Surface elev. 106.42 ft. Depth to limiting factor >8011 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ,E ~ PDIfN Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-15 1Oyr3/4 none I 2fgr mvfr cs 2f,1m 0.6 0.8 2 15-26 1Oyr4/6 none Is Osg ml cs 2fm 0.5 1.0 3 26-58 1Oyr5/4 none s Osg dl gw 1fm 0.5 1.0 4 58-80 1Oyr5/6 none s Osg dl - 1f 0.5 1.0 Horizon #3 contains 1/16" -1/8" ba o r4/4 Ifs at 2" - 6" intervals. Horizon #4 contains 1/2" - 2" bands of 10yr4/4 Ifs at 3"' -12" intervals. Loading rat of horizon adjusted to compensate for reduced permeability associated with banding. . Effluent #1 = BOD 5> 30 < 220 g/L and TSS 30 < 150 mg/L " Effluent #2 = BOD5 S30 mg/L and TSS o s-30 mg/L CST Name (Please Print) ignature: CST Number James K. Thompson S'- 3602 Address A.C.E. Soil & Site Evalua ' s Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 11130/2009 715-248-7767 006-1064-70-100 Page 2 of 4 Property Owner PACRR L.L.P. Parcel ID # 3] Boring # Boring ✓f Pit Ground Surface elev. 101.83 ft. Depth to limiting factor 36" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *EH#1 PD *Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-10 1Oyr3/3 none sl 2fgr mvfr cw 2fm 0.6 1.0 2 10-20 1Oyr4/4 none sl 2fsbk mfr cw 1fm 0.6 1.0 3 20-24 7.5yr4/6 none Is Osg ml cs 1vf,f 0.7 1.6 4 24-36 1Oyr4/6 none s Osg ml aw 1vf,f 0.5 1.0 5 36-92 1Oyr4/4 none Ivfs/fs/s Osg ml - 1vf 0.4 0.6 Horizon #4 banded as in B-1. Horizon #5 contains stratified layers of 10yr5/6 Osg s, 10yr4/6 Osg vfs & fs, 10yr4/4 Ivfs & 7.5yr4/6 Is, too numerous to differentiate. Loading rate of horizon reflects most restrictive permeability found within horizon. El Boring # -j Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 'Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ]ILI ❑ Boring # -I Boring J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 P "Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD5 s-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. A.C.E. Soil & Site Evaluations SBA8330 (R.07/00) SOIL AND SITE EVALUATION 2197 Page & of 4 PROPERTY, OVM*, PACRA LIT. PARCEL {AO A.C.E. Soil & Site Evaluations . T4-1 REPORT MEMO Soil evaluation com r subdivision creation. Further soil testing at higher elevation may result in conventional system area. ■ so,l g~/Q~uQ on~Did e,~~3 ~~r9 8 ramie eleN • Locn~cdorba. sic. ,P~ # 2197 N.9C~PIp ~•~•P. ~O~oocr~ 7n. aFCy/on, Sf• crm r Ca cJ/. pa oqo 4(- 70-/,-e 8 her G. eV Acre-S' C~r~IG ~~e • ( I~ a+-,u'G 1 1 \ ` ■ B3 B! ■ 73' O'c s je filer/ = //3. G2 ' 7;5-u med e.(et!` - /CY1 ~L7' N n / ~j. 4107 Parcel 006-1064-70-100 12/08/2009 02:48 PM PAGE 1 OF 1 Alt. Parcel 29.31.16.448C 006 - TOWN OF CYLON 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): O = Current Owner, C = Current Co-Owner O - PACRR LLP PACE n lI~OG~'✓t~ 1901 HWY 46 NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 6.000 Plat: 3396-CSM 12-3396 006-97 SEC 29 T31 N R1 6W PT SW SW BEING LOT 1 Block/Condo Bldg: LOT 1 CSM 12/3396 6.OOAC ASS'D W/006-1064-80 448B Tract(s): (Sec-Twn-Rng 401/4 1601/4) 29-31N-16W SW SW Notes: Parcel History: Date Doc # Vol/Page Type 04/03/2008 872088 QC 06/14/2007 852933 QC 03/09/1998 574524 1303/283 WD 2009 SUMMARY Bill Fair Market Value: Assessed with: 0 006-1064-80-000 Valuations: Last Changed: 06/11/1998 Description Class Acres Land Improve Total State Reason Totals for 2009: p 0 General Property 0.000 0 0 Woodland 0.000 0 Totals for 2008: 0 0 General Property 0.000 0 0 Woodland 0.000 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount I Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 s ~ FILED ,o FEB g DEC 1 7 1997 5' 0418 KATHLEEN H. WALSH SL Croix Co., WI SURVEYOR'S RECORD ® ti 0 0 • C) n r Z ° c m ' ❑ r m BEARINGS ARE REFERENCED TO THE z 00 x ~ c m m WEST LINE OF THE SW1/4 OF SECTION r N ❑ 3 Z Z 29, ASSUMED TO BEAR N00'35'51'W m =mA zoz30 °o ~ a< 70Z OC m cz 10 C) Z t~ c: 11 z C-) M w C) n ;0 mtoo) C-) IO r c s 1 °o C3 r mo -i z z 0£ Z I~ I_ 1 > 3t ` ca In m n IG71ZI~ ti y = I. 8 gp ,1 r'i c: z ;0 M z I . M ❑ ' o°zm ;0 ro A WEST LINE OF THEu,SW1/4 o `0 ❑ S.T.H. 1148" 0 NOO.35'51'W N00'35'51 "W o 405.42' N00035' 11W o to 1841.41' 420.75' cn N 00 • ~O cn NO 35'51'W 405.42' Lnn N m ~ cn 0 00 - ❑ p N rv co ❑ ;0 ZZ m ;0 00 lm 0 c `\S accs m w Q 91 p ~ ' 0 Ic-) (A 110 110 ❑ 1-0 14 1 m UI Ln \ \ l~' G V W r ON (JI I~ I TI t-' a 0:I I w m~ m .V W I I r fTl ( \\\\s 46 WM N IZ \ QO O 0 rn y N W m -CO) 0 -I M p [\~'l30 D n • Z N00 35'51 "W 420.75' ~ r o I i f 1 t= i= 0.03 350.72' X Z coo z ~ to C, 0.03 756.14' I C-I H 10) z S00'35'51 "E 826.17' M I-P ~o 4= c:l UNPLATTED LANDS £~-9 v~ ti 60' 70' ° ~ - N £ C C)` ~ 70 Z~ N a``d r2tjMMZZM2 p ICI C r+ D fT7 L n t) ty N Z o p Z Z ❑-I❑ ❑ Z --j - M;Oa<Zr m cn _ CC7~ z0 4a6ci~r*l13 c:3 to z ~zczirnrymrr*I-+ TI 3 c'm m ry z r D m m r3 m Q❑❑r m~H ❑ =tip Zm£M -o a Znmrl<~r~cm _ 0~mt'~ammz Zm A M X Cowl- 0 < l r, £~m Z £°ax m ~a ma: Z ❑ ❑mm❑ 8aN-o M Z D Z z Z MOO-im°d--'C C~~L1 f7~m 3> o -'-i•~rllv)m:0Q0il 2-<❑ _ m R) ;0 14 t0 ❑ M~-Vr-aiH0D Z4;u ZONE -Vmxzi n z w m Rmm-i °crz z zrm-d~a UI Ul ~ r {o ❑ z~ 3 m v V Vol.12 Page 3396