The URL can be used to link to this page

Home My WebLink About006-1064-80-100 (4)4L a f<� VMs. Dept. of Safety and Professional Services SOIL EVALUATION REPORT Page of Division of Safety and Buildings p i nce with SPS 385, VUts� tr . ; e �,� County ST. CROIX Attach complete site plan on pa n an 8 2 x 11 inches in size. Plan must Eli include, but not limited to: verb on a erence point (BMU ct rid Parcel I.D. 006_1064_80-100 percent slope, scale or dim io , nort ow, and location and dista e �? d 6oad , 17 J viewed Date P e rint all information. sfi C �,�� Personal information you provide may be used for secondary purposes (Privacy Law'x ��rw(()U7(rr)}. Property Owner t(- e- I fS if—� Property Location ❑ PACPR LLP Govt. Lot SW 1/4 SW1/4 S 29T 31 N R 1 i. E (or) %N Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1901HW)" 46 1 NIA CSM 25-5773006/2011 City State Zip Code Phone Number itv rIVillaoe awn Nearest Road NEW RICHMOND , W1 , 54017 HWY 46 0 New Construction Use[] Resides gar! Wmber of bedrooms Code denved design flow rate GPD ® Replacement Public or commercial -19 scribe: ® ` _I'$(')POSEl] l3ANQC1F\T CENTER Parent material OUTWASH Flood Plain elevation if applicable ft. General comments and recommendations:olo� � �v�� Ak,-).- IT] Boring # ❑ Boring Q pit Ground surface elev. 96.75 ft. Depth to limiting factor 16 in. Soli Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistenoe Boundary Roots GPD/ft z ft#1 ff#2 1 0-11 10YR3/4 0 S1L 2MSBK MFR CW I .6 1.0 2 11-25 1 7.5YR4/6 0 LS OSG M1. (,W I .7 1.6 3 25-96 7.5YR5/6 0 LS OS(; M1, N/A N/A .7 1.6 Boring # ❑ Boring 99.25 98 F-9 El Pit Ground surface elev_ ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPDIft = ff#1 ` ff#2 I 0-11 10YR314 (} SIL 2MSBK MFR CW I .6 1.0 2 11-21 10YR4/4 1) SCL 2MSBK I MFR CW 1F •4 6 3 21-31 7.5YR4/6 0 I.S 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 NIA N/A .7 1.6 ` Effluent #1 = BOO > 30 < 220 mg/1- and TSS >30 < 150 mg/L ` Effluent #2 = SOD a 30 mglL and TSS < 30 mg/L CST Name (Please Print) _ Sign CST Number ROBERT HARDINA 924825 Address D Evaluation Conducted Telephone Number 477 170TH AVE TURTLE LAKE W1 54889 6/27/2013 715-986-2508 SBD-8330 (RI1/11) 4. Property Owner PACPR LLP Baring 3 Boeing # 99.0 ElPit Ground surface elev. Parcel lD # 006-1064-80-100 it. Depth to limiting factor 98 in 2 2 Page of Soil Anntication Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Donsistence Boundary Roots GPDA1t z ff#1 " m 1 0-10 10YR3/4 i) SIL 2MSBK MFR CW IM .6 1.0 2 10-20 10YR4/4 0 SCL 2MSBK MFR CW IF .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 L6 4 E Boring Boring # Pit Ground surface elev. 98 25 ft, Depth to limiting factor 1 00 ❑ -- in. knit Arrnliratrnn Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPD/ft ff#1 ff#2 1 0-11 10YR3/4 0 SIL 2MSBK MFR CW IM .6 1.0 2 11-24 IQXR416 0 SIL 2MSBK MFR CW I F .6 1.0 3 24-100 7.5YR5/6 0 IS OSG I ML N/A N/A .7 1.6 F-1 Boring # Boring Pit Ground surface elev ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. onsistence Boundary Roots GPD/ft ff#1 ff#2 ` Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD 5 < 30 mg/L 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 rfY through Relay. M-8330Tesr (Il) I it I ) I Fir PLAN P4- L1 00 � St � � .7 ,V Al- e /� w NUMBERS OF BEDROoMs r zy C /r <z j TOWNSHIP 5 C Q a `X COUNTY 4CAL$: V4-10 EXCM AS iNDICATFD WI* DATE STSTEM ELEVAmN Q-, ST. CROIX COUNTY CERTIFIED SURVEY MAP Located in the Southwest Quarter of the Southwest Quarter of Section 29, Township 31 North, Range 16 West, Town of Cyion, St. Croix County, Wisconsin. WE5T4'14 C0 ---" --- --- O��C 7q 7.31N j 2I" rv"w - LINE 0= '_CT ,ram z - °`�h S8960 1 -6 "E n � � l � w 31� � � •� c� ry — t nl _� 60' T = 5 5' O 5B9"o:' -E` 530. 7- 365. 7`! °� 01 1C D: w --- LOT '2 is r n Cry 1 f 589°YJt'S6"E y 355 73 a 4ao 7s ', a�._ ' ii_t In nn_I:' t 1 .5. T.H. '64" 1, '- _ ______ - 530. i5 --- " Sw CO>2 0 5e,- ---- N88-01 '56"W 2Q, -31N 416W, F-OL)NO :'L NAIL J I SG'_T-: Llt, G� T-5V, wt-H DISC 11 1/4 O«- 5EC"I: 2- T31N. t Ic •x LEGEND J?` DENOTES 3.25 INCH ALUMINUM ST. CROIX CO. MONUMENT UNLESS OTHERWISE INDICATED. a DENOTES FOUND 1' IRON PIPE 0 DENOTES SET 1" X 24' t.P. WEIGHING 3.68 LBS PER LINEAR FOOT e- DENOTES SOIL BORING BY A.E.C. SOIL & SITE EVALUATIONS 11 NOTES EXISTING SEPTIC SYSTEM CLEANOUT 0 DENOTES EXISTING WELL Sulle B100 200 E_ Ches ,,t St—t SUIP—t— MIN 5SW2 \Phrne 851.275.8868 Fe• 855.�.76.d876 den�csswvw CORNERSTONE LAND SUR�/EYING, INC 1 of 2 ALL LOTS ARE HEREBY RESTRICTED SO THAT NO OWNER. POSSESSOR, USER, LICENSEE OR OTHER PERSON MAY HAVE ANY RIGHT OF DIRECT VEHICULAR INGRLSS FROM OR EGRESS TO ANY HIGHWAY. ANY ACCESS ALLOWED BY SPECIAL EXCEPTION SHALL BE CONFIRMED AND GRANTED ONLY THROUGH THE DRIVEWAY PERMIT71N'G PROCESS AND ALL PERMITS ARE REVOCABLE. BEAFING. ARE-� REF'"" ' •:D TO THE WEST LINE OF THE SW j 1 14 OF SECTION 29 T31N, R1 GW.'.NHIGH IS ASSUMED TO BEAR NOo•35.31 "W. NORTH 0 200 i I Vol 25 Page 5773 I' illl!IIIIIIIIIIIIIII IIIIIIII 8 0 2 9 0 6 4 Tx:4020399 936901 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 05/31/2011 3:S1 PM EXEMPT V: REC FEE: 30.00 COPY FEE: 3.00 PAGES: 2 1 V V ' — L.L � ' rx V '� ✓ ✓ Yt`('t. _�J J OWNER: PACRR, LLP, A WISCONSIN LIMITED LIABILITY PARTNERSHIP LOT AREAS LOT I TOTAL-21 5,096 SQ.PT. 1 4.94 ACRES ROADWAY-22,298 SQ.FT. / 0.51 ACRES LOT 2 TOTAL-223.230 SQ.FT. 1 5.12 ACRES ROADWAY 56,442 SQ.FT, / 1.03 ACRES SCUT,- I/c COQ ,iF 7_C .r', 73Ih W16W L 70, 0.3 2t09.7i �� -589'0 t '56 "E 7— 'THE PARCEL(S) SHOWN ON THIS MAP ARE SUBJECT TO STATE, COUNTY AND TOWN LAWS, RULES AND REGULATIONS (I.E., WETLANDS, MINIMUM LOT SIZE, ACCESS TO PARCELS, ETC.). BEFORE PURCHASING OR DEVELOPING ANY COCONTACT THE ST. CROIX COUNTY ST. PLANNING & ZONING DEPARTMENT AND THE TOWN FOR ADVICE.' THIS INSTRUMENT WAS DRAFTED BY DANPEL L. THURMES RCVYsED 3-23-2orn O NS��1 5 .� DANiEL L. /� n j TFRJ s 2456-000 ; � sTlLiwwT131 MN I ` rII1 ND yoP= SHEET I oF= 2 SHEETS PA 2197 ° Wisconsin Department of Commerce SOIL EVALUATION REPORT Page - I of.4. Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must County_ St. Croix include, but not limited to: vertical and horizontal reference point {BM), direction and parcel I -D, percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 006-10644-100 Please print all information. Re wed 8 Date Personal iniorrnalion you prove may be used f j (m)j. Q Property Owner Prop rty Location PACRR L.L.P.GI�d7*` Gout. of SW 114 SW 114 g 29 T 31 N R 16 W Property Owners Mailing Address L # Block # Subd. Name or CSM# T 1901 Hwy 46 P%H;osed CSM City State Zip C e Ph e� -Cify Village � Town Nearest Road New Richmond 1 WI 540 ZONINGO tCE Cylon ,/1j Hwy. H 46 N New Construction Use: Residential f Number of bedrooms Code derived design flow rate GPD Replacement M Public or commercial - Describe:future commercial Parent material Glacial Outwasln Flood plain elevation, if applicable Na General comments and recommendations: Site suitable for mound system with 6" sand lift placed on 105 00' contour. Boring # J Boring >g7" re Pit Ground Surface elev 106.20 ft. _ _ Depth to limiting factor _ _ _.� in. Sail A pplkxtion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence ' Boundary Roots GPDM2 in. Munsell Qu, Sz. Cont. Color Gr. Sz. Sh. *Eff#1 -Eff#2 1 0-5 1 Oyr3/3 1Oyr4/4 7.5yr4/6 none sl none scl none Is 2fgr 2fsbk Osg mvfr cw 2f,1 me 0.6 1.0 2 5-17 mfir cw 2fm,1c ml cs 1fm ml aw 1 fm ml aw 1f ml - 1f 0.4 0.6 0.7 1.6 0.7 1.6 0.5 1.0 05 1.0 3 17-24 4 24-59 1 Oyr5/6 none s Osg 1Oyr4/4 none fs Osg 1Oyr5/6 none s Osg 5 59-77 6 77-97 1116" - 1/8"bands of 10yr4A Ifs Loading rate of horizon adjusted to compensate for reduced permeability associated with Horizon #6 contains banding. 1 1 Boring # I Boring le Pit Ground Surface elev. 106,42 _ ft. Depth to limiting factor _____>80" _in. Sail Application Rate Hurizoe. Depth in. Dominant Color Munsell Redox Descriptim Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD1ft= -Eff#1 ' 'Eff#2 1 D-15 10yr3/4 none I Is 2fgr mvfr cs 2f,1 m 0.6 0.8 cs 2fm 0 5 1.0 gw ifm 0.5 1.0 2 15-26 10yr4/6 none 1Oyr5/4 none Osg Osg Osg ml I di i dl 3 26-58 Is 4 58-80 10yr5/6 none s 1f 0.5 1.0 Horizon #3 contains 1116" - 1/8" baD;l o r4/4 Ifs at 2" - 6" intervals. Horizon #4 contains 1/2" - 2" bands of 10yr414 Ifs at 3' - 12"" intervals Loading ratp%f horizon adjusted to compensate for reduced permeability associated with banding. Effluent #1 = BOD5> 30 < 220 g/L and TSS >30 < 150 mg/L Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg1L CST Name (Please Print) Signature: CST Number James K. Thompson 3602 Address A.C.E. Soil & Site EvaluoOKS Y Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 11/30/2009 715-248-7767 P A I P. 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 8 Site Evaluations Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale ordimemsions, north arrow, and location and distance to nearest road. Please print all information. Personal information you provide may be used f ) (m)). Property Owner Prop rty Location County St. Croix Parcel I.D. 006-1064-&100 _ Re 'wed B Date PACRR L.L.P nvdw J JGovt.. SW 1A SW 1/4 S 29 T 31 N R 16 W PropertyOwners Mailing Address Block # Subd. Name or CSM# 1' 0� _1901 Hwy 46-Pfop"ed CSM City State zip C e P46—wP �dy Village ✓ Town Nearest Road New Richmond WI 540 PLA N ZONING 0 C Ion y Q�State Hwy, 46 Vj New Construction Use: Residential 1 Number of bedrooms Code derived design flow rate GPO I Replacement ✓_ f Public or commercial - DescribeTuture 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. Boring # I Boring Pit Ground Surface elev. 106.20_ ft. Depth to limiting factor -97 - --in. Sod Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu, Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDtft; 'Eff#1 1 'Eff#2 1 0-5 1Oyr3/3 none sl 2fgr mvfr cw 2f,1mc 0.6 10 2 3 5-17 17-24 1 Oyr4/4 none 7.5yr4/6 none scl Is 2fsbk Osg mfr 0 cvw 2fm,1 c 0.4 0.6 ml cs 1fm 0.7 1.6 ml aw 1fm 0.7 16 ml aw 1f 0.5 1 0 4 5 24-59 1Oyr5/6 none s Osg 59-77 10 r4/4 none fs Osg 6 77-97 1Oyr5/6 none Is Osg ml 1f 0.5 1.0 Horizon #6 contains 1116" - 1/8" bands of 10yr4/4 Ifs. Loading rate of horizon adjusted to compensate for reduced permeability associated with banding FilBoring # .-- Boring Pit Horizon Depth Dominant Col in. Munsell 1 0-15 10yr314 2 15-26 10yr4/6 3 26-58 10yr514 4 W80 10yr5/6 Ground Surface elev. 106.42 ft Redox Description I Texture I Qu. Sz. Cont. Color none I none Is none s I none s Depth to limiting factor _>80" in. Structure :�ff Boundary Roots Gr.Sz Sh 2fg r Osg Osg Soii Application Rate mvfr cs 2f,1 m W.0 ml cs 2fm 0.5 di gw 1fm 0.5 Osg � dl - 1f 0.5 0.8 10 10 10 Horizon #3 contains 1/16" - 1/8" ba 0 4/4 Ifs at 2" - 6" intervals. Honzon #4 contains i/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 = BOD5> 30 < 220 g/L and TSS 30 < 150 mg/L ` Effluent #2 = BOD !<.30 mg1L and TSS < 30 mg/L CST Name (Please Print) ignature; CST Number James K. Thompson 5_._ 3602 Address A.C.E. Soil 8 Site Evalua s Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane. Osceola. WI 54020 11/30/2009 715-248-7767 Property Owner PACRR L.L.P. Burin if __j Boring Parcel ID # 006-1064-70-100 Page 2 of 4 9 Pit Ground Surface elev. _.—. 101.83 & .� . .... _ Depth to limiting factor 36" in. Sod Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Consistence Gr, Sz. Sh. Boundary Roots .__ GPDIfI=__-_-__ "Eff#1 "Eff#2 1 0-10 10-20 10yr3/3 1Oyr4/4 7,5yr4/6 1Oyll 10yr4/4 none none none none none sl 2fgr Illvfr Cw 2fm 0.6 1.0 2 sl 2fsbk mfr ow 1fm 0.6 1.0 3 20-24 Is Osg ml CS 1vf,f 0.7 1.6 4 24-36 s Ivfs/fSls of 10yr5/6 reflects most Osg ml aw 1vf,f 0.6 1.0 Osg ml - 1vf 0.4 0.6 Osg s, 10yr4/6 Osg A & fs, 10yr4/4 Ivfs & 7.5yr4/B Is, too numerous to restrictive permeability found within horizon. 5 36-92 Horizon #4 banded as in B-1. Horizon #5 contains stratified layers differentiate. Loading rate of horizon Boring # Boring Pit Ground Surface eiev ft. Depth to limiting factor in Soil Application Rote Horizon Depth Dominant Color Redox Description Texture Structure Consistence in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Boundary Roots GpDift2 "Eff#1 Eff#2 i I F-I Boring # 1 Boring u ,Pit Ground Surface elev. . ft• Depth to limiting factor in. Sail Application Rate Horizon Depth in. Dominant Color Munsell Redox Description i Texture Stricture Qu. Sz. Cont. Color Gr. Sz. Sh. Consistence Boundary Roots GPDIW- 'Eff#1 "Eff#2 i I I " Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 rill ' Effluent #2 = BOD5 < 30 mglL and TSS < 30 mg/L The Department of Commerce is an equal opportunity ser,, ice provider and err lob cr. [f you need assistance to access services or need material in an alternate format. please contact the department at 608-266-315 [ or 7TY 608-264-8777. SaD-8J70 (R. 07,00) A.G.E. Sal & Ste Evaluations '�rTti'tl/%rq � i rtc�E 1 3Co5. 7.3' j A s5umCc( v ST. CROIX COUNTY CERTIFIED SURVEY MAP Located in the Southwest Quarter of the Southwest Quarter of Section 29, Township 31 North, Range 16 West, Town of Cylon, St. Croix County, Wisconsin. 0 .C- 74, 131N I'S' ---- S89'01 '56 "ECD - -- 0 530. 75 4 75. 7.3 ---- �"1 N N ^ O O o 60' v � O LOT 1 O sag 'Dt -56 "E 530_ 75 __ 3 365. 73 --',� 00' y14' fi 11:1G - - LOT 2 B C �� ses°o1 . — 7 365. 73 __�. .710. CID-, - ^� 420 75 'n 03' 5. T. H. "6.4_ " -'- 530.75 sw coy. of sir -_ N89"01 56"f4' 2G aJ[N. R16w, `I , = UNv G,r, NACL w^ 015 1/4 0� 5= "TI ", 2a LEGEND (jt4 CEN07E5 3.2S INCH ALUMINUM ST. CROIX CO. MONUMENT UNLESS OTHERWISE. INDICATED. • DENOTES FOUND 1' IRON PIPE o DENOTES SET 1" X 24' I.P. WEIGHING 1,68 LES PER LINEAR FOOT DENOTES SOIL BORING BY A.E.C. SOIL & SITE EVALUATIONS F DENOTES EXISTING SEPTIC SYSTEM CLEANOUT 0 DENOTES EXISTING WELL Suil® 121100 200 E. Cnmtnut 5.1rml sa1+Ml.r. WIN 55082 PIK1n0 \ 651.275.8969 FWc 8S1.275.89T6 CvlQpwrM� CORNERSTONE LrA1VC3 SURN/EYING. INC: 1 of 2 ALL LOTS ARE HEREBY RESTRICTED SO THAT NO OWNER, POSSESSOR, USER, LICENSEE OR OTHER PERSON MAY HAVE ANY RIGHT OF DIRECT VEHICULAR INGRESS FROM OR EGRESS TO ANY HIGHWAY. ANY ACCESS ALLOWED BY SPECIAL EXCEPTION SHALL BE CONFIRMED AND GRANTED ONLY THROUGH THE DRIVEWAY PERMITTING PROCESS AND ALL PERMITS ARE REVOCABLE. I IIIIIII IIIIIIIII IIIIII 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 EXEMPT #: REC FEE: 30.00 COPY FEE: 3.00 PAGES: 2 :•I m v Q0 Vr N Cn C* Q w J BEAMWN�: ARE REFF' ' -:7 TO THE WEST LINE OF THE 5W 114 OF SECTION 29 -- T31 N, R1 6W, WHICH IS ASSUMED TO BEAR�� NOD-35'31 "A. NORTH 0 20❑ i Vol 25 Page 5773 OWNER: PACRR, LLP, A WISCONSIN LIMITED LIABILITY PARTNERSHIP LOT AREAS LOT I TOTAL-21 5,096 SQ.FT. 1 4.94 ACRES ROADWAY-22,298 SQ-FT. I O.SI ACRES LOT 2 TOTAL-223.230 SQ.FT. ! SA 2 ACRES ROADWAY-56,442 SQ.FT. / 1.03 ACRES SOL'T.-. 1/4 C✓W Oh 5EC. 79. T-IN, 70.03 2109.71 ~ S89 01 '56 "E THE PARCEL(S) SHOWN ON THIS MAP ARE SUBJECT TO STATE, COUNTY AND TOWN LAWS, RULES AND REGULATIONS (I.E., WETLANDS, MINIMUM LOT SIZE, ACCESS TO PARCELS. ETC.). BEFORE PURCHA51NG OR DEVELOPING ANY PARCEL(S),CONTACT THE ST. CROIX COUNTY ST, PLANNING & ZONING DEPARTMENT AND THE TOWN FOR ADVICE.' THIS INS TRUM ENT WAS DRAFTED BY DANIEL L. THURMES t HEVISED 3-23-2Cri1 N S1 11 1 �84 eDANIi L al// THi 2456-008 ; STLI W ATE P MN C (S L F.Cr% SHEET I OF 2 SHEETS (*SO. J tk ST. CROIX COUNTY CERTIFIED SURVEY MAP Located in the Southwest Quarter of the Southwest Quarter of Section 29, Township 31 North, Range 16 West, Town of Cylon, St. Croix County, Wisconsin. I, Daniel L. Thurmes, Registered Land Surveyor, hereby certify that I surveyed, divided and mapped Lot 1 of Certified Survey Map filed on December 17, 1997, in Volume 12, page 3396. Document No. 570018, and part of the Southwest 1 /4 of the Southwest 1 /4 of Section 29. Township 31 North, Range 16 West. Town of Cylon, St. Croix County, Wisconsin, described as follows: BEGINNING at the southwest corner of said Section 29; thence on an assumed bearing of North 00 degrees 35 minutes 51 seconds West along the west line of said Southwest Quarter a distance of 826.17 feet, thence South 89 degrees 01 minutes 56 seconds East a distance of 530.75 feet; thence South 00 degrees 35 minutes 51 seconds East a distance of 826.1 7 feet to the south line of said Southwest Quarter; thence North 89 degrees 01 minutes 56 seconds west a distance of 530.75 feet to the POINT OF BEGINNING. This Parcel contains 438,326 square feet or 10.06 acres, more or less. Subject to and along with easements of Record. That I have made this Survey, Land Division and Map at the direction of PACRR, LLP, a Wisconsin Limited Liability Partnership, owner of said Land. That to the best of my knowledge and belief said map is a correct representation of the Survey and the Land Subdivision made. That to the best of knowledge and belief I have complied with the provisions of Chapter 236, Section 236.34 of the Wisconsin Statutes and the Subdivision Regulations of the Town of Cylon and St. Croix County in surveying, dividing and mapping of the above parcel of land. FIEYISiM 3-23-n Dated this 23rd cia of March, 201 1. N �) DANIEL L it Daniel L. Thurmes, R.L.S. No. 2456-008 !" THE$ ¢�� Licensed Land Surveyor STLwai Cornerstone Land Surveying, Inc. �iA MN 200. E. Chestnut Street, Suite 13100 Stillwater, MN 55082 �``i;o av to CORPORATE OWNER'S CERTIFICATE OF DEDICATION ` PACRR, LLP, a Wisconsin Limited Liability Partnership, owner, does hereby certify that said corporation caused the land described on this Certifiec' S.Irvey Map to be surveyed, divided, mapped and dedicated as represented on this Certified Survey Map. WITNESS, the said PACRR, LLP, a Wisconsin Limited Liability Partnership, has caused these presents to be signed by Roxanne M. Rummel, Vice President of PACRR, LLP, a Wis nership, this -L/ d of _ 201 . APPROVED By: _ Vice President MAY 31 Zall State of 5T. CROV COUNTY ! j ��c' )ss. PLANNING a ZONING OFFICE -_x _ County) Personally came before me this _Lf _day of 201 1 ,the above named Roxanne M. Rummel , Vice Presi nt of PACRR, Ll P, a Wisconsin Limited Liability Partnership to me known to be such pelsons wh e�kcut9d the forec oing instrument and acknowledged the same. Notary Publit, T y Count•',= My commission expires s.n. e , oa zoo E. r...Wn t sl—e SI11—t— MN 55082 PPYW,. fi51.Z75.2969 F.x 651.275-9976 TnSSIsl�'. d-0... '— w -�a r< � • j CORNERSTONE 1,_ANO SURVEYING. INS 2 W 2 I he,e-3y certify that this Certified Survey Map was approved by th Town Board of the Town of Cylon at a meeting held this _!!_-day of (2 p11 11... , --- '`-- _ww, Town Clerk --- -------- ---- VIER ,t`r _%7%p. I, _R.hchk �rtrmetiU, , being the duly elected, qualified and act'ng treasurer of the L-6—(Ity of St. Croix, State of Wisconsin, do hereby certify tha the records In my office show no unredeemed tax sales and no unpaid tax --s or special asses_ of __t1lAf-J-i---------- 2011 affecting the lands included in this Certified Survey Map. (Date, !"Treasurers J`_)�p SHEET 2 OF 2 SHEETS Vol 25 Page 5773 �M r-- = 3 w Li Q 1 2 z 0 w� U N �w3 0 om Q w Z�� o z w3� cad wwW W=m O� � o w rL ~ U= 0 R dww uoF� �D:: Z J v) � H d ¢� m3ccu 0EC 1 '97 watKf; Y, +lays of aco,ow: "ft 9e mf ana vad -'l` W1/4 CORNER OF SECTION 29 3 .rl CERTIFIED SURVEY MAI LOCATED IN PART OF THE SW1/4 OF SECTION 29, T31N, R16W, TOWN OF C ST. CROIX COUNTY, WISCONSIN. � �q UNPLATTED_ LANDS o T 0 z S89'01'56"E 530.75' 55.02' 475,73' r, i co� 'tH�u �� P'rll?' �, vi n LOT 1 n cD CV 00 W 420.75' `n in ALUMINUM COUNTY SECT I❑N CORNER MONUMENT FOUND 3 4i V IRON PIPE FOUND in i Lo 1' X 24' IRON PIPE SET WEIGHING Q' 1.68 LBS. PER LINEAR FOOT IC:, {" • I 60 55' 6,0110 ACRES INC. R/W LOT_ 1 261,362 SQ, FT, CSM IN F—I 5.311 ACRES EXC, R/W 0 in 231,363 SQ, FT. VOL. ��--PG. 52 0 o J Z 55,02'' 365.73 3 115' 89'01'56"W 100' HIGHWAY SETBACK LINE z �v�' Ln r to I NOTE, I 0 I THIS LOT IS 7-1 REZ❑NEMENT E Q I AND WILL BE J E AND ADDED, P I RECORDED IN 0 l Lv i BE TRANSFER' ADJ❑INING Oi THE TOWN C PLANNING, Z I �I (V4 will. LA N89001'56'W I `" tc) 110,00' SW CORNER OF C:)Q SECTI❑N 29 S89'01'56'E o Z S89'O1'S6'E (SEE COUNTY SURVEYOR FOR TIES) 420,75' N89'01 5$ W o 2109.7� 1, 1�a.00 � » S❑UTH LINE ❑! SCALE IN FEET 1' = 200' S.T.H_s4 _PARCEL IN 100 0 100 200 300 1182/165 THIS INSTRUMENT DRAFTED 9Y