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020-1094-70-050
Parcel #: 020-1094-70-000 05/19/2014 01:33 PM PAGE 1 OF 1 Alt. Parcel M 33.29.19.386A 020-TOWN OF HUDSON 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-HENDRICKS INVESTMENTS LLC HENDRICKS INVESTMENTS LLC 1286 89TH ST NEW RICHMOND WI 54017 Property Address(es): '=Primary "588 OUTPOST CIR Districts: SC=School SP=Special Type Dist# Description SC 2611 SCH DIST OF HUDSON SP 1700 WITC Notes: Legal Description: Acres: 4.672 SEC 33 T29N R19W PT OF E1/2 OF NE1/4 BEING LOT 1 CSM 13/3560 4.672AC Parcel History: Date Doc# Vol/Page Type 05/07/2013 978119 AGREE 05/07/2013 978114 WD 08/15/1997 565343 1264/006 WD 07/23/1997 1235/337 LC more... Plat: "=Primary Tract: (S-T-R 40%1601/4) Block/Condo Bldg: '3560-CSM 13-3560 020-98 33-29N-19W LOT 1 2014 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/16/2010 Description Class Acres Land Improve Total State Reason COMMERCIAL G2 4.672 388,600 685,300 1,073,900 NO FEDERAL X1 3.380 0 0 0 NO Totals for 2014: General Property 4.672 388,600 685,300 1,073,900 Woodland 0.000 0 0 Totals for 2013: General Property 4.672 388,600 685,300 1,073,900 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 voi. 1504 PAGE 31'7 ,Em,2 z 4Ei.z s DECLARATION OF KATHLEEN H. WALSH DRAINFIELD EASEMENT REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD Document Number: 04-20-2000 1:15 PM EASEMENT EXEMPT N CERT COPY FEE: ST.CROIX OUTPOST Return Address-. ST. FEE:TRANSFER FEE: 688 COUNTY RD.U RECORDING FEE: 12.00 HUDSON,WI 54016 PAGES: 2 (715)386-9868 (612)436-5508 Parcel I.D.Number(PIN): 09.0 — IUgri{ -70--IW COMES NOW Jay Sperry, managing member of Jay Sperry Enterprises, LLC, and does hereby declare and create drainfield easements over the following described real property located in St. Croix County, Wisconsin. 1. Creation of Easements Drainfield Easement in favor of Lot f of Certified Survey Map recorded in Volume 13, page 3560, covering a portion of Lot 2 of CSM recorded in Volume 13, page 3560: Part of the NE A of the NE Y4 of Section 33, T29N, R1 9W, Town of Hudson, St. Croix County, Wisconsin, also being a part of Lot 2 of Certified Survey Map recorded in Volume 13, Page 3560, described as follows: Commencing at the southeast corner of Lot 1 of said Certified Survey Map Volume 13, Page 3560; thence along the east line of said Lot 1 N 19°02'1 2"W a distance of 70.64 feet to the point of beginning; thence N17°09'43"E a distance of 94.21 feet; thence N3O 151'47"W a distance of 196.88 feet to the east line of said Lot 1; thence along said line S00107'43"W a distance of 46.57 feet; thence along said east line S19°02'12"E a distance of 224.74 feet to the point of beginning. Drainfield Easement in favor of Lot 2 of Certified Survey Map recorded in Volume 13, page 3560, covering a portion of Lot 1 of CSM recorded in Volume 13, page 3560: Part of the NE A of the NE A of Section 33, T29N, R1 9W, Town of Hudson, St. Croix County, Wisconsin, also being a part of Lot 1 of Certified Survey Map recorded in Volume 13, Page 3560, described as follows: Beginning at the southeast corner of said Lot 1; thence along the east line of said Lot 1N19 102'12"W a distance of 70.64 feet; thence S17°09'43"W a distance of 15.79 feet; thence N72°50'17"W a distance of 40.00 feet; thence N17 109'43"E a distance of 10.00 feet; thence N72050'17"W a distance of 25.00 feet; thence S57°46'48"W a distance of 40.50 feet; thence S32°03'1 2"E a distance of 27.00 feet; thence S44°47'15"E a distance of 83.14 feet to the south line of said Lot 1; thence along said south line �, .- 1.504 PAGE 318 • being the are of a 240.00 foot radius curve concave southerly, with a central angle that measures 12°47'23", a chord that bears N64°34'06.5"E and measures 53.46 feet, a distance of 53.57 feet to the point of beginning. 2. These easements are for septic drainfield purposes only and are not to be expanded beyond this original grant. 3. All future owners of the parcels shall be responsible for monitoring and repair costs of their own drainfield. WHEREFORE, the parties have placed their hands and seals on this M day of N1,1-11A 2000. JAY SPERRY ENTERPRISES, LLC, Jay S rry gin ember Subscribed and sw n to, afore me this I cl day of 2000. o Notary Public SW Goi 'j6nty, Wisconsin + Ar>dEhi�on expires IS p -,f"A V4 to t y T UMENT DRAFTED BY: Steven B. Goff Bye, Goff & Rohde, Ltd. PO Box 167 River Falls, WI 54022 S:\S8G\Sperry\D1 DeclEaaemt.doc -2- 2Q � � Q 1 LT Fit„ED r 2 5 JUL 624050 3 � U(• no 0 1 2000 �' k r ST CR—COUtvTY s CERTI EY MAP CATED IN PART OF THE NE1/4 OF THE NE1/4 AND PART OF THE SE1/4 OF THE NE1/4 OF SECTION 33, T29N, R19W, TOWN OF HUDSON, ST, CR❑IX COUNTY, WISC❑NSINj BEING LOT 2 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 13, PAGE 3560. ° CAUTION: HIGHWAY SETBACK RESTRICTIONS PROHIBIT IMPROVEMENTS. OWNER =w W SEE SHEET 2. D.O.T. APPROVAL NUMBER - 55-94-3009-2000 JAY SPERRY H N 11124 HIGHWAY 55 D.O.T. NOTES PER TRANS 233: PLYMOUTH, MN 55441 a C3 As owner I hereby restrict all Lots and Blocks so that that no owner, possessor, w o' user, licensee or other person May have any right of direct vehicular °o u v°Di ingress from or egress to any highway lying within the right-of-way of N Ujz a U.S. interstate '94', as shown on the land division map; it is expressly \ w w Lj intended that this restriction constitute a restriction for the benefit of the ro L� = M public as provided in s.236.293, Stats., and shall be enforceable by the Li l~ o department or its assigns. W O~ A W w The lots of this land division may experience noise at levels exceeding Z E the levels in s. Trans 405.04, Table 1. These levels are based on J v=i federal standards. Owners of these lots are responsible for abating � ¢ noise sufficient to protect these lots. o0 ON w o M U.S. INTERSTATE " 94" o M z Cl) ------------------ NE CORNER z S89.44'21'E NORTH LINE OF THE NE1/4 SECTION 33 oa 2662.84' � 1/4 CORNER VARIABLE RIGHT-OF-WAY z SECTION 33 T0�'S-A aN V/V O�Rkty � �u s . N6j;s Ns,( yid oHFTBq M W SO, 4,; o,��ck p o f I LOT 1 c i i h!lC,y \ 38., cal. • 419 CD a I CSM IN ` v �� 2 SFrBgck 1�)���j, Z�, } W N PO 13/3560 T 3 pFR rR \ W N z 5.971 sf• . CRES S9 s `�33.�o A ° a a N i = j8s�. NNO N 260,097 S FT. �9? n W Q W1 u '� �W_N N80'S F� N W _ ``1,9� gg.03' EX ST ENTERLINE tn�, • ? W Uj �a`� 40 N W I N LA N c S 8 ����Q^ ry �`` oo 10 (n ¢ ®� 6I \ F A 0 2iQV 01 awl J t- p,0 �' o , i D i j� �'� �p 495.10' v� Li o S� �o S8Re33As7N 9'555.55 N89.33'17'W 3 Q i 60.45' J LOT 4 CD LOT 1 I N89'33'17'W_ �� W 69.96' 7! 1 11.236 ACRESA PP �; CSM IN UNPLATTED LANDS o 3 T.CROIXCOUNTY W ------ I __-- 489,419 S'Pla i d Zoning and Parks Committee 4/917 1 OWNED_BY OTHERS�4 CV) I .. Ei/4 COR JUN U 12000 n SCALE IN FEET 1 = 200 SECTION 33 0 If nor��qrhq$ in 30 days of o 0 200 400 Is Ia�p Gift ate appro shall be Z 6 LOTI CORNER rwrli and vow LEGEND , ALUMINUM COUNTY SECTION N82•58 �—,531*E 603.49 °o CORNER MONUMENT FOUND _ . —CD �— — �.•�,H, "N= • V IRON PIPE FOUND — a i LOT 1 ROADWAY SETBACK LINE 1 CSM IN (WIDTH AS SHOWN) •MIND X EXISTING FENCELINE SHEET 1 OF 2 SHEETS 5/1483 n 3/4' STEEL REBAR FOUND Vol.14 Page 3865 _ = EEN H. WALSH FEB 1f i RESISTER OF DEEDS s ST. CROIX CO., WI ST.CROIX COUP,-Ty RECEIVED FOR RECORD c''VEv OR'S FEi;0 PD +m CERTIFIED SURVEY MAP 11-20-1998 9:30 AN CERTIFIED SURVEY MAP LOCATED IN PART OF THE NE1/4 OF THE NE1/4 AN GO •J41RFfE:[f.00 z THE SE1/4 OF THE NE1/4 OF SECTION 33, T29 19W, U TOWN OF HUDSON, ST, CROIX COUNTY, WISCONSIN, (U LEGEND °� wo ALUMINUM COUNTY SECTION CORNER JAY N SPERRY Q MONUMENT FOUND w co 11124 HIGHWAY 55 U w • 1' IRON PIPE FUND PLYMOUTH, MN 55441 0w < _ 0 1' X 24' IRON PIPE SET WEIGHING ~a 1.68 LBS. PER LINEAR FOOT w w0 w m ' ' ' ' ' • • • • ROADWAY SETBACK LINE (AS SHOWN) zw L3 :D XISTING FENCELINE X� a c 3/4' REBAR FOUND r co CQ zz m U.S. INTERSTATE '1 94" of ------------------ NE CORNER °z _ S89.44'21'E NORTH LINE OF THE NE1/4 SECTION 33 w v S85'48'22"G�— �— REC, AS 1108,91' C3 N1/4 CORNER 115,60' 83.28'39"W 28934 2662.84' z SECTION 33 Re c, As 81.37 22•W' aN . L.T� w RPC x 3 � 4. 72 ACRES \ � 20 ,525 SQ.FT. SEPTIC Lc�o uo - m w M / �ZNG N°K •°o N �'1•� PARCEL IN �o - = Z h� ,1VOL. 1203_PG. 242 z W FENCE G 2 = v °q Z AREA q = o RPJE� LOT 2 wo Li WEL GE Of G \ , N 19.258 ACRES( 70 w ¢ < sj• �p YY 838,858 SQ.FT, n z W q rt E N jBS,F SEPTI N� NSO°5 N w cv Q DRAINFI D& LA 85.03 EXIS IN CENTERLINE Z Z w 4 _11 N I z cn I w M (, 8 S P N 21 o 0 7 y y J� - 0 1=1 QI w 3 �� 6C 6• (9 - Q°"�✓ LA I- ai ° co c �n ,��v•ie. o I w o s.... • O v1 .5 I w z z I Mo 3�i 16S QD 1xl�lp- Rec, v�2 p` As N89.411W 0 3 APPROVED S89'33'17"E. 55.55'N89.33'17'W V 60.45' 3 NOV L i1 '93 M N89'33'17'W_ cl) m LOT 1 69.96' no M fU t\ C) ST CROIX COIJN'TY ro CSM IN � UNPLATTED LANDS ° Comprehensive Planning �\ ----- I ------------ N Zoning an,! 4 917 lvl � O Parks Committee J E1/4 COR FENCELINE IS 1.2 FEET WEST 0 b '. C� 0 SECTI❑N 33 i OF LOT IfGURNEIRded, Z �7 withirr 30 days of approval date `°o approval shall be '� I � N 'V o C.T.H. _ cu ;. `o —%-wZ i LOT 1 CSM jN SCALE IN FEET V = 200' 51483 0 100 200 300 Vol.13 Page 3560 v Wiscensin Department of Commerce PRIVATE SEWAGE SYSTEM Count y Safety and Buildings Division INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you provice may be used for secondary purposes[Privacy Law,s.15.04(1)(m)l. 363871 Permit Holder's Name: ❑ City ❑ Village ❑{Town of: ;;Z n ID No.: i Hudson Township 10zt�-: 31 303 3 CST BM E ev.: Insp.BM Elev.: BM Description: Parcel Tax No.: RS,zo S,Z p o„` �� eF 020-1094-70-100 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic e� (,5'0 Benchmark 2 3 9 5� q -2a Dosing ► 1�0 5o Alt. BM 2 -ID f Aeration Bldg.Sewer t(L O 43.50 Holding St/Ht Inlet - (0 q2 A' TA K SETBACK INFORMATION St/Ht Outlet TANKTO P/L WELL BLDG. Aelntake ROAD Dt Inlet B� Qo Septic (o NA Dt Bottom /11-65— Dosing ? oZo1 2� r NA Header/Man. ' irk ` z-. 1(o Aeration NA Dist. Pipe jls 9l•96 1 Holding Bot.System (a 5" cr/ PUMP/SIPHON INFORMATION Final Grade uti Manufacturer e �S Demand St cover Ib r Model Number. p '� � 'tiPM Oyl TDH I Lift Friction Mesa em TDH Ft L-D-�r V, 3 T, d Forcemain Length,,t66) 1 Dia. Q " Dist.To Well SOIL ABSORPTION SYSTEM ED Width r Length i �}f�++� PIT No.Of Pits Inside Dia. Liquid Depth, DIMENSIONS O O IA. '0.kS DIMENSIONS SETBACK SYSTEM TO P/ BLDG WELL LAKE/STREAM LEACHING Manua r INFORMATION Typeo S D, CHA Model Number: System: Q&". "" UNIT DISTRIBUTION SYSTEM Header/Manifold �, Distribution Pipes) t� , x Hole Size �Hole g Vent To Air Intake �^r fl i Length Dia Length J J Dia. - Spacing (,.I)' S SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil E] Yes El No [7] Yes No COMMENTS: (Include code discrepancies, persons present,etc.) Inspection#1: off'/17-/OV Inspection#2: "t-'�`- Location: 592 Outpost Circle,Hudson,WI 54016 (NE 1/4 NE 1/4 33 T29N 19W)-33.29.19. 86A10 -Lot 2 . � 1.) Alt BM Description= �7VW,,e.l w,__ s ° —' z 3 2.) Bldg sewer length= k k•0' S. fl 5•�a 3 3Y -amount of cover= 34. `,,p .0 / v Plan revision required? ❑ Yes No � JJ fl(, Use other side for additional information. B1' 1Z M 1/0� �� �( SBD-6710(R.3/97) Date Inspector's Signature Cert.No Safety and Buildings os � IIsconsin SANITARY PERMIT AP L I ' I o ' In accord with ILHR 8305 Wis. _, 201 E. 9 ldi nAve. ., . Department of Commerce , dde Madison, WI 53707 -7969 ,,(1:- Count ., • Attach complete plans (to the county copy only) for the syste ' , v paprl,.r►A1:4e�3 y than 8 1/2 x 11 inches in size. I ' -57 r k • See reverse side for instructions for completing this applicat 1 .Ntate sanitary Permit Number r F , C4� . I I 303.71 The information you provide may be used by other government agency progra s ,. -, _+ f ❑ Check i /revision to previous application (Privacy Law, s. 15.04 (1) (m)). --, ,- ` ofFI✓ State P I.D. Number 3l 3 I. APPLICATION INFORMATION - PLEASE PRINT ALL IN ► l J ' '''' Property Owner Name i" 4' ` Qropecty_ ocati i+ 47� S�e. e y/ e,er ,0,.ba U4 S'e.t-,c 1/ T °? 9 , N, R /9 E ( o r `� Property ( 3wner's railing Address / Lot Number Block Number e ea x /67 City, Zip Code Phone Number Subdivision Name or CSM Number (6'1;y� ++� - rt ( 1 ) 00 l 13- 15.5 6 — 5qa (5 II. �I"ff vF BUIL ( check one) ❑ State Owned ❑ City Nearest Road ❑ Village Er Public ❑ 1 or 2 Family Dwelling - No. of bedrooms y Town of wdsa.Al d/e-tA S rc ,'p.4-4 III. BUILDING USE: (If building tree i s public, check all that apply) Parcel Tax Number(s) 3 2.4 i Q 3 g`,4 to 1 ❑ Apartment /Condo 3 oi►.�� lotre isl°. k eerson ei Da O �- /egg- 78'-- (6-O 2 ❑ Assembly Hall t,en 3 6 f Vledical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 0.04;/•e I. Merchandise: Sales/ Repairs 11 ❑ Restaurant /Bar /Dining 4 ❑ Church / School-14.1 k-. 8 ❑ Mobile Home Park 12 ❑ Service Station / Car Wash 5 ❑ Hotel / Motel 9 ❑ Office / Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1. iki New 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5_ ❑ Repair of an System System Tank Only Existing System Existing System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 Seepage Bed 21 ❑ Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12n Seepage Trench 22 ❑ In- Ground Pressure / � / .. 42 ❑ Pit Privy 13 ❑ Seepage Pit 6ecA.-- 30 t' Go D 43 ❑ Vault Privy 14 ❑ System -In -Fill gn j, c e. • , fe r Q ia,f) VI. ABSORPTION SYSTEM I ORMA ION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Q Elevation gee rid d /74Q r,5" ,tJ 9/e eO Feet Fg S, Feet TANK Capacit VII. INFORMATION i gallons Total # of Manufacturer's Name Prefab Con- Steel Fiber- pl astic Exper. New Existing Gallons Ta n k s concret strutted g lass App. Tanks Tanks t� Septic Tank . • • g a / /‘.5 r M;e/ /.JeS El fi v. / . ❑ ❑ ❑ ❑ ❑ Lift Pump Tank . . am. - t- _ 4'6 / d Jec tes -.v _ El ❑ ❑ ❑ ❑ ❑ . ' ' • NSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the o ite sewage system shown on the attached plans. Plumber's Name: (Print) Plumber's Signature: (N Stamps) /MPRSW No.: Business Phone Number: �r'lC i a L.- S% a n4.r.1Je1a _ ` ' e . a 29".> 1 71.5 - - 3 PG ^ 3/V l Plumber's Address (Street, City, State, Zip Code): i d 7 X -J /C/,_ A S'ir..r) /A) i . 4 1( IX. COUNTY / DEPARTMENT USE ON LY ❑ Disapproved Sanitary Permit F e inciudesGroundwater ateate s d Issuing A ntSignature (No Stamps) n Approved ❑ Owner Given Initial Surcharge Fee) Adverse Determination 2Z.S "� /Do `'`� L ll `r �L_ X. CO DITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: F low? (w1e• 20v'ii4, = Zp ✓l•e.C.— 06 en oi1 $110-8398 (R-1 1196) DISTRIBUTION: Original to County, One copy To: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at a time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer / Renewal Form (SBD -6399) to be submitted to the county prior to installation 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608 266 - 3151. To be complete and accurate this sanitary permit application must include: I. Property owner's name and mailing address. Provide the legal description and parcel tax numbers) of where the system is to be installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family DWelling. III. Building use. If building type is public, check all appropriate boxes that apply. - IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested for numbers 1 through 7. VII. Tank information. Fill in the capacity of every new /or existing tank, list the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump /siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber must sign application form. IX. County / Department Use Only. X. County / Department Use Only. Complete plans and specifications not smaller than 8 1/2 x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section . of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establi hment of standards. Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 NV4sconsin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary April 27, 2000 CUST ID No.691727 ' ATTN.: POWTS INSPECTOR ARTHUR L. WEGERER ‘,/" , ZONING OFFICE 421 N MAIN ST ,,r-ri ' CROIX COUNTY SPIA PO BOX 74 1 101 CARMICHAEL RD RIVER FALLS WI 54022 „ HUDSON WI 54016 RE: CONDITIONAL APPROVAL C,0 f�.,, Identification Numbers PLAN APPROVAL EXPIRES b4/27/2614IG C)FtC \ Transaction ID No 313033 i � � Site ID No. 191260 SITE: \'? / L � A Please refer to both identification numbers, Site ID: 191260, Property Management - Office/Retail Sales above, in all correspondence with the agency. St. Croix County, Town of Hudson NE1 /4, NE1 /4, S33, T29N, R19W FOR: Description: Commercial Non - pressurized In- ground System Object Type: POWT System Regulated Object ID No.: 661072 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • This approval does not include plans for the general plumbing systems or sewer piping leading to the septic/holding tank that may be required for this project. See section Comm 82.20, Wis. Adm. Code, to determine if plan submittal and approval is required. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 04/27/2000 FEE REQUIRED $ 200.00 FEE RECEIVED $ 200.00 Gerard M. Swim BALANCE DUE $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 785 -9348, Mon. - Fri. 7:15 AM to 4:00 PM jswim @commerce.state.wi.us WiSMART code: 7633 Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 - TDD #: (608) 264 -8777 isconsIn www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary April 27, 2000 CUST ID No.691727 ' ATTN: POWTS INSPECTOR ARTHUR L. WEGERER 4 ` - °Q G OFFICE 421 N MAIN ST Kf� ST CRQIX COUNTY SPIA PO BOX 74 ( „,1401 CAI M ICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/27/200Z Identification Numbers /fr saction ID No 313033 �''�� ° i ID No. 191260 SITE: t ` :i 'lease refer to both identification numbers, Site ID: 191260, Property Management - Office :4s1-' above, in all corres ' ondence with the a. enc . St. Croix County, Town of Hudson NE1 /4, NE1 /4, S33, T29N, R19W FOR: Description: Commercial Non - pressurized In- ground System Object Type: POWT System Regulated Object ID No.: 661072 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • This approval does not include plans for the general plumbing systems or sewer piping leading to the septic/holding tank that may be required for this project. See section Comm 82.20, Wis. Adm. Code, to determine if plan submittal and approval is required. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 04/27/2000 FEE REQUIRED $ 200.00 FEE RECEIVED $ 200.00 Gerard M. Swim BALANCE DUE $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 785 -9348, Mon. - Fri. 7:15 AM to 4:00 PM jswim @commerce.state.wi.us WiSMART code: 7633 DOSED CONVENTIONAL SOIL ABSORPTION SYSTEM Page 1 of . FOR sitL.e5 /Gt —Fic Z.utL0 t LOCATED IN THE NE 1/ 4 OF THE KE. 1/4 OF SECTION 3 , T N, R 19 W, TOWN OF vDSON , ST •0- LX COUNTY, WISCONSIN INDEX PAGE 1 OF 6 TITLE SHEET -9 A ` ' PAGE 2 OF 6 PROJECT DATA et l PAGE 3 OF 6 PLOT PLAN t PAGE 4 OF 6 PLAN VIEW -CROSS SECTION PAGE 5 OF 6 PUMP CHAMBER • PAGE 6 OF 6 PUMP PERFORMANCE CURVE C 11 )' ppROVE PREPARED FOR ' pEFA; MEMT •F c o y MERCE � ONtS� 0 N P2.op Ty 1�1P P�EWIElvT' .SEl2OLc- % / l►I P -D @ 10 SEE CC—)FF." - pct-{ c Lr t N'1�1_ S S 0 3_ C0/V PREPARED BY �L ARTHUR WEGEHER D-015 P ratswo+ini, 1 W5 . WEGEf =cE SQ = L TEST S NG AND I �i DES I G1h1 SEFZV ICE 41 by , � siG 4 F.O. ROI 74 421 K. KAIK ST. RIVER FALLS. VI 54022 3 - 3 -Oa 115 - 425-0165 JOB NO. 99-25Z PROJECT DATA PAGE 7- OF This dosed conventional in- ground system will serve a retail sales and office building and is designed for 30 employees/ office personel with 1 floor drain and 6895 square feet available to the public. ANTICIPATED WASTEWATER 30 employees /office at 20 gpd = 600 gpd 1 floor drain at 50 gpd = - - - - -• 50 gpd customers: 6895 sq.ft. X 70% = 4826.5 - 30= 161 X 1.5= 241.5gpd Total= 891.5gpd The system is designed for 900 gpd. SEPTIC TANK + = 900 750 - 16 50 gallon minimun capacity required. A 1 650 gallon concrete tank be Midwestern Precast will be installed. DOSE TANK / A 1650 gallon Midwestern tank will be installed. Ln ,p w cv z H . r(u (D : � r ' : ro 0 pi . Pi rt o K to �l PV `.:1 = N � c� G � w K G � N s 10 Fj -� r• N !n �J ro fi C w (D 9 P- En f �j o N l • ' G 0 r G �ro ro a Oro m r Fj r w n N• U)G b 0 U, 0 rt* V7 ti N En E7 K 1c, Cr o // d ter `1 rt K zfj N � in ,T f(D �' s�\� J'o. _/�_ l� CA a � S� N (P ti tiro d Io � a� ... � Opp, v Q � LO W, Lh b m uJ �i G I D i ' , • _ A-Lr.ih.3 \J‘5.Ai OF , . . - . • AT 4 LPArlAJ F- it, le ti _ -- - CZ ? \) C. ,) Fo MAI kV e 0 1 3' - - - , 1 QUZ:$ CAI) _ - - 0 ro _ o __ LPIPQC - DLS - r7...uw - rion.) PI.L=e S LIN eg - - • Heesx _, PIPE • . • 6 1 6o' c ss sEr21 __-:_ 1•1c) Sc..flc-Le... 4 y-11 ;..3 . ce-Pc ZO l L F f ____)..e) .- SqizINA cY - _ - __2N..s _ _ 0 ' \ • p .. ,o.. „. . .., 0-: ,.. . . r 0 ., , , ,. . . \ . . ' . • . . • • - - :- • % . • - - •; •• .. - • • . . . - \_, • ?. . • . . . . *. ".'' • - ele\3- q100 1 /2. e s _. - NI - 2.2 4 Pr'a,tU PL PeS . _ . . . .. ...... .. . - - • : - - - - - . . ' - PUMP CHA MBER CROSS SECTION AKA) SPECIFICATIORIS ' s PAGE S OF 6 � -VEAIT CAP '1"C.I. VENT PIPE -- WEATHER PROOF APPROVED LOCKING MANHOLE 10' FROM DOOR, ... .JUNCTION BOX • COVER WITH WARNING LABEL WIAIDOW OR FRESH IV MIU• _ AIR INTAKE I . I G • RADE I I,- I `i' MIN. , i, 1 ' COA JDUIT� � -' - him G im - - -= ItetikIN. \%\,\N • ---.,... 1 ____T-T _. \ Y ti c • PROVIDE I IAlLET r AIRTIGHT SEAL I I i I I APPROVED JOINT A Tank construction shall comply I APPROVED JOINTS with COMM 83.15 and COMM 83.20 I i I .. I ALARM b It I . ON , C I _GLEN. 6715 FT. --- __. PUMP - -,� L OFF o 1 . / y , &s 86.00 i CONCRETE OLOCK4 1 V • 3" APPROVED * RISER EXIT PERMITTED 0IJLy IF TANK MANUFACTURER HAS SUCH APPROVAL BEDDING SPECIFICATIOMS I DOSE TAU "t)(:) 1k) ' sr w 3- 4 9 TANKS MMANUFACTURER' - NUMBER OF DOSES: PER DAy TANK SIZE \ S GALLONS DOSE VOLUME I ALARM MANUFACTURER: S s' - Z SL15`1-9 jS INCLUDING OACKFLOW: - ?-- -8 -C:' GALLONS MODEL NUMBER: N.0 l kit...) CAPACITIES: A= Z 1 INCHE5 OR 41 ' GALLONS SWITCH TuPE: 1 1EV., -Y • 8= ____Z_INCHES 85 Gq.LLONS PUMP MANUFACTURER: 6 O'-' ( -',S C = G /zIUG OR Z - P$ ` GALLONS MODEL NUMBER: 3 2.'31 °V D= 9 INCHES OR 365-7 GALLONS SWITCH TYPE: "��-�R MOTE: PUMP AND ALARM ARE T OE 0 : .0 MIIJIMUM DISCHARGE RATE 4 S• O GPM INSTALLED ON SEPARATE CIRCUITS VERTICAL DIFFERENCE BETWEEN PUMP OFF AIJD.OISTRIBUTIOAI PIPE... S FEET + MINIMUM NETWORK SUPPLY PRESSURE Alit FE.ET + \- FEET OF FORCE MAIN X 3.85 F X 0Fr FRICTIo,J FACTOR.. y '' 2 )I FEET TOTAL D1JAMIC HEAD = 10 " 4, FEET DIAMETER - - IUTER JAL DIMENSIOtJ OF TAIJK: LEIJGTH ;WIDTH - 38 DEPTH , 3S 1 1 Z `` BOTTOM AREA - 231= Ank GAL /INCH AS PER MANUFACTURER = • • • &/:2. fS. (, GAL /INCH YJM7 ? JC C:vR.V .. -€. 6 0.F • . G a I'S S ubmersible .' / , Pump MODEL j EPO4 3871 y/, E P v. 1 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. • Effluent dry without damage to heat transfer. • Motor Cover: Thermo las- • Homes systems components. tic cover with integral handle Available for automatic and • Farms Motor and float switch attachment • EPO4 Single 0.4 HP, manual operation. Automatic phase: • Heavy duty sump g p models include Mechanical points. 1 • Water transfer 115 or 230 V, 60 Hz, 1550 Float Switch assembled and • Power Cable: Severe duty • Dewatering RPM, built in overload with preset at the factory. rated oil and water resistant. automatic reset. is Bearings: Upper and lower SPECIFICATIONS • EPO5 Single phase: 0.5 HP, heavy duty ball bearing F EATURES 115 V, 60 Hz, 1550 RPM, construction. Pump: EPO4 built in overload with • EPO4 Impeller: Thermo- • Solids handling capability: automatic reset. plastic Semi -open design AGENCY LISTING 3 /4" maximum. • Power cord: 10 foot with pump out vanes for -- • Capacities: up to 55 GPM. standard length, 16/3 SJTO mechanical seal protection. SA Canadian Standards Association r• ' • Total heads: up to 24 feet. with three prong grounding • Discharge size:1 /2" NPT. plug. Optional 20 foot • EPO5 Impeller: Thermo - 9 plastic enclosed design for (CSA listed model numbers • Mechanical seal: carbon- length, 16/3 SEW with end in "F" or "AC".) p improved performance. rotary/ ceramic- stationary, three prong grounding plug P BUNA -N elastomers. (standard on EP05). • Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (40 °C) continuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel. 10 - • Capable of running dry without damage to 9 - 30; ` 7 0- f' 5GPM components. � 8 '� Pump: EPO5 2.5 Fr p • Solids handling ca abili 9 A tY 3 /4° maximum. z 0 W . — • Capacities: up to 60 GPM. s - 20 • Total heads: up to 31 feet. 2 • Discharge size: 11/2" z 5 - • Mechanical seal: carbon- > rotary/ceramic - stationary, ° 4 15 BUNA -N elastomers. 0 -- EP05 • Temperature: '' 3 - 10 Lo .06 1 1 ■ 104°F (40°C) continuous • 140°F (60°C) intermittent. 2 - 5 I i , 1 1- i I A I `t5 -O 0 - 06 10 20 30 40 50 GPM • , , , , , 1 , 0 2 4 6 8 10 12 m /h CAPACITY © 1995 Goulds Pumps. Inc. Effective May 1995 'h /t Safety and Buildings ovrp �vv �� ) (� C 4 N KINNEY COULEE RD _ t CROSSE WI 54601 -1831 Wt ,NTDD #: (608) 264 -8777 ISCO Sin Nv*. =� ,Nw.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary April 14, 2000 _ CUST ID No.670426 ATTN: Buildings & Structures INSPECTOR LEONARD LAMBERT MUNICIPAL CLERK LAMBERT ARCHITECTS TOWN OF HUDSON 13837 NE LINCOLN ST 980 COUNTY ROAD A HAM LAKE MN 55304 HUDSON WI 54016 -7628 RE: CONDITIONAL APPROVAL identification Numbers PLAN APPROVAL EXPIRES: 04/14/2002 Transaction ID No. 308947 Site ID No. 176408 Q Please refer to both identification numbers, SITE: Site ID: 176408, OUTPOST CENTER above, in all correspondence with the agency. - , ST CROIX County, Town of HUDSON; CTY RD U & I -94, HUDSON 54016 NE1 /4, NEI /4, S33, T29N, R19W Facility: OUTPOST CENTER BLDG B CTY RD U & I -94, HUDSON 54016 FOR: Object Type: Building Regulated Object ID No.: 657584 5B Masonry- Unprotected class of construction, New plan, 18,367 project sq ft, Unsprinldered, Occupancy (Mercantile/Commercial) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: • COMM 50.12 This approval is for the building shell only. Interior improvement plans shall be submitted for review and approval as building alterations prior to construction. • COMM 50.12 This review does not include heating, ventilating or air conditioning. The owner should be reminded that HVAC plans and calculations are required to be submitted for review and approval prior to installation. • COMM 50.12 This review does not include lighting. The owner should be reminded that lighting plans and calculations are required to be submitted for review and approval prior to installation. • A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 04 /11/2000 ._ FEE REQUIRED $ 630.00 FEE RECEIVED $ 630.00 MOK AR TAAMALLAH , P.E. BALANCE DUE $ 0.00 Integrated Services (608)266 -8737 , M -F, 7:45AM - 4:30PM MTAAMALLAH @COMMERCE.STATE.WI.US W1SMART code: 7648 cc: JOHN J DAHL , BUILDING INSPECTOR, (715) 232 -6600, THURSDAY, 7:45 A.M. - 4:30 P.M. PROPERTY MANAGEMENT SERVICES • Wisconsin Department of Industry, SOIL AND SITE E V A L U AT :. Page of a , g K if Labor and Human Relations • ' • - ' Divis6*n of Safety & Buildlngs in accord with ILHR 83.0 , • • t .'Adm. Code`L / • • 1 » �0 /i . /Ls , „%3J Attach complete site plan on paper not Tess than 81/2 x 11 inches in sizr Plan must inth d bit • Sr. C ill 1X not limited to vertical and horizontal reference point (BM), direction and ;b /o of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. • :;u3 o?A- 1-1W . S- 90 ' APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION 1 ' pd� /� i,( R 4„ DBY A �',ys h DATE PROPERTY OWNER: C /tJ 13-011/4.1'0 kr- \ t PROPERTY,. -L C•'RAPeZ`CY 1 - Gell el•-►T S UtCZS -GpV -L j e j ,Y14 ‘ :1/4,S 3 3T Z9. ,N,R Lg E(o( ) PROPERTY OWNER':S MAILING ADDRESS. LOT �L06( #G D. NAME OR CSM # •O. 30L ll, - - ntipoSEp CSP1 CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE TOWN ' NEAREST ROAD $f 11?OVC '-1N) S Soo 3 (6S I) 1 430 - o163 ► DSc J 0 — U N 14 New Construction Use [ ] Residential / Number of bedrooms [ ] Addition to existing building 1 I Replacement m Public or commercial describe -RTPrj L. S Pc MtcK . Code derived daily flow goo gpd Recommended design loading rate • S bed, gpd/ft - trench, gpd/ft Absorption area required 1 00 bed, ft \Sc o trench, ft Maximum design loading rate • S bed, gpd /ft • 6 trench, gpd/ft Recommended infiltration surface elevation(s) ° N. V-0 ' ft (as referred to site plan benchmark) Additional design / site considerations \ O S 36 'K 1/4 C \J U t 1l(1)JPrt t3 tb . Parent material L Q•s-_ oUM. Sfc►v0`i OV wfr ' Flood plain elevation, if applicable NA ft S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable for system [3S 0 EIS DU SS DU ED'S ❑U IBS ❑U OS Qlu SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottle Texture Structure Consistence Barclay Roots GPD /ft2 in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. : ,:.v << >.: <:< >.: Bed Trench 1 1 o• -S �z L-12 1 Z Sl l Zc \r �'✓�'' a, S' . S •6 Z S- - 1. S Lilt tpy - _ 1's o se, b.,1 i`S - . s • 6 Ground 3 23 -PZ 1..5 L ID_ yJ6 - `tS 039 hiI •S .E ° elev. 94.0 ft • Depth to limiting factor >q Remarks: Boring # 0 -6 >row -t2 3Iz it Z fsb\. wi. eS _ •s .13 Z Z b -31. S R (Hy _ 1 o s9 *1\ eS — .6 •■ 3 31 -q5 - ).S Y2 W — `6 0 Sg >n l - . S •L Ground , elev. c 14.$ ft Depth to limiting f) tors M 7 Remarks: CST Name: — Please Print Phone: Arthur L. Wegerer 715- 425 -0165 egerer Soil Testing & Design Service -P.O. Box 74 River .Falls ,WI 54022 . Signature: ,,, ,,/ Date: CST Number: �� �� ��YL ZS 2 $ Z. Z 220254 • • PROPERTY OWNER PCU P• t' f - Sgulee S SOIL DESCRIPTION REPORT • Page? of 3 PARCELLD.# OZO- <J0U3 - Boring # Horizon Depth Dominant Color Mottles Structure GPD /ft ucture Consistence Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench rum M. 3r I o- I,-itz sit z -`Fsbk lvfi►- a_s - . s .I. 2 t _3 L - 1.5Ly lZ Wk./ - 1s l c-sbk vv.) wt-■- es _ - .--) . Ground 3 36 -' -) -S `?R- y /6 - TS b S 9 1 ` CS • S . 6 elev. 94.1 ft. y 9 qS 1•3L/Rh/1 , - S pSg 1„ \ .1 i. • Depth to limiting - 7 Remarks: Boring # [I 'M:M:4 ) o -$ ►O 4 . v . _ - - 3 1 Z - S t) - t: csbk. u-t 'E'I- Gs _ .s ,L 4 \d 3 2..q-uz- - i -S Htz VA/ ' _ `S \ e-s m V•P►- aS • - .- ?.13 Ground elev. 1 1 ( 1 -1? - -) . S 'II/ ( 1 1 ( - S O S9 141 \ — . - 1 j.0 ot 3•S ft. Depth to -- - _ limiting factor >90 / Remarks: Boring # MM::::::::::: 1 0- 8 10 `'l L 3 l 't. - s i 1 Z'F S M w\_' cS - , S .6 s \.C'Sbk m . � 1 � t Z $-Z9 �.S ti2 3 - s 1 1 ��, �S _ 1 ; • S 3 z.q -9 -i . S Y tZ y/ 6 - S O S ( vr) 1 — . 1 . $ Ground qUS ft. Depth to • ' limiting . factor , X93" Remarks: 3oring # . x , O- 6 1. O'-t R 3 l Z -- , b : ;::..:.: <:;::.:::: : 1 s t) Z, --s bk. wl.f \- 61 - S - .s 1...6 Z b- '1•SHP -y /6 . - `S O s9 W11 cg . S'J :1; < ;,< 3 24 -SS -Sy li y/6 _' S G�- o S 1 _ .43 ,around + ?ley. 0 / 1 4.5 , ft. )epth to . imiting actor , >983 Remarks: _ •rl ao•Inif+ •'.r .. L r ' r s - g N r LD � 1 v ' z v'Q 1 f �2gyU � 1 4 4 LP v N CL oL `v =r o Z v (! LA s� M; o � w n � v+ 4k -r- j � c � W • • ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer t.7a- y 39€ rr� f o, fie ...., ,,,e , .-...te7 - . s Mailing Address "6 9 04 2 .k g_ 7G 7 Property Address S ,/"' A pj -" (Verification required from Planning Department for new construction) < -'j ' • City/State 4 Is' Parcel Identification Number ___________ JEGAL DESCRIPTION Property Location /IF- , ,,ice ;, Sec. . T P 4 N R /7' W, Town of // 4 s c,,c) . Subdivision , Lot # Certified Survey Map # 592/ Sp , Volume IS. , Page # 3S e . Warranty Deed # SW S3 Y3 , Volume /A e( , Page # d 4 Spec house ❑ yes no Lot lines identifiable ® yes ❑. no SYSTEM MAINTENANCE consists Improper use and maintenance of your septic system could result is its prematur+efa1Iure to handle wastes. Proper maintenance of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the won of the septic tank a treatment stage in the waste disposal -system. . The property owe agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a . masterplumber, ]oumeymanplumber, restrictedplumberor a Iicensedpumperverifying that (1) the on-site wastewaterrdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic.tank is less than 1/3 full of sludge. . I/we, the undersigned s : read the above requires and agree to maintain the private sewage disposal system with the standards set forth, herein, as • y the Department of Commerce and the Department of Natural Resource; State of Wisconsin.. Certification stating has been maintained must be completed days of i s - - expiration date. and returned to the St. Croix _County Zoning Office within 30 SIti ,, . f, �l3 Iad, w V DATE OWNER. R P' CATION I (• . - . that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the . ' .. . above, by virtue of a warranty deed recorded in Register of Deeds Office. f Sic ,1-11' ate ,.. ICANT /�' /� d DATE Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. « „ «„ ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed • a /0 0/ tit • DOCUMENT NO. 1 WARRANTY DEED 11 - 1 I STATE BAR OF WISCONSIN FORM 11-101111 11 5Ei.`i_ S .3 i I V Ol ��6� PA�E Qns l i t REGISTER'S OFFICE ,'I Florence V. LaPlante, a single person 5 Rs r R CO ., WI '` SEP 15 1997 3 j conveys and warrants to Jay Sperry Enterprises, LLC, a 10:00 M _ 1 Minnesota limited liability corporation � � Rs toe of Deeds II 'RETURN TO ' /r ia4 ,5 44 St. Croix t /1"fY�Ol.I{1 , rnds75� / e the following described real estate In County, ,., State of Wisconsin: e 1 Tax Parcel No: Part of the E1 /2 of the NE1 /4 of 33 -29 -t9 bounded on the South by 4' the Northerly right of way line of County Trunk highway "N" on the north by the Southerly right of way line of Interstate = Highway "94 "; on the East by County highway "U "; and on the West f by a line 1224.3 feet West of the East lime of said NE1 /4 EXCEPT : il commencing at the Northeast corner of Section 33; thence South . (assumed bearings referenced to the East line of the NE1 /4 ' bearing South) 913.90 feet along said East line to the point of beginning; thence N89 °41'W 625.51 feet; thence South 415.60 feet II to the Northerly right of way line of County Trunk Highway "N "; thence South 415.60 feet to the Northerly right of way line of I " County Trunk Highway "N "; thence N82 °51'10 "E 143.19 feet along said right of way Line; thence Northeasterly 132.09 feet along of I a 2533.0 feet radius curve concave Northwesterly whose chord bears N84 °20'43 "E 132.06 feet; thence continue East along the Northerly riyht of way line of County Trunk Highway "N" until it ' intersects with the Westerly right of way line of County highway , ,r "U "; thence North to the Point of Beginning along the Westerly I right of way line of County Highway "U ". EXCEPT Part to State of [ A Wisconsin Department of Transportation in Vol. "1203 ", Page 242 1 and EXCEPT easements, road and highway right -of -ways and restrictions of record. St. Croix County, Wisconsin. 1 This is not homestead property. ` (is) (is not) r Exception to warranties: all liens, encumbrances, adverse claims or other F matters, which Grantee has created, suffered or permitted to accrue after the 25th day of April, 1997. Dated this 8th day of September , Ht 97 • F ; i ( SEAL) N z a -c- `/ / iA<.1. (AR C�7f/u (SEAL) ' # Florence V. LaPlante • a (SEAL) (SEAL) A . • y l -: AUTHENTICATION ACKNOWLEDGMENT . MINNESOTA Signatures) STATE OF IF4eiiiS1 $ :. RAMSEY County. authenticated this day of , 1! . Personally came before me this 8th day of I - September , le 97 the above named '. • Florence V. LaPlante, a single ;1 • person TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by 1 706.06, Wis. Stab.) to me knows tees the person who Executed the foregoing rument and acknowledge the same. THIS INSTRUMENT WAS DRAFTS° ST �'" ' Robert A. Gearin (Signatures may be authenticated or acknowledged. Both RT A tx'" are not necessary.) D • •Names of persona .isabs in any capacity should be typed Of printed below their denatures STAT. VHCMOW $ - ' L ,SEEM H. WALSH REUISTER OF DEEDS ST, CROIX CO., WI RECEIVED FOR RECORD 5 1 3 2154 1 N. CERTIFIED SURVEY MAP 11 -20 -1998 9:30 AN CERTIFIED SURVEY NAP 1 LOCATED IN PART OF THE NE1 /4 OF THE NE1 /4 AN'•oo 0 Z THE SE1 /4 OF THE NE1 /4 OF SECTI ❑N 33, T29 19W, TOWN OF HUDSON, ST. CR ❑IX COUNTY, WISCONSIN, N LEGEND OWNER ° a ALUMINUM COUNTY SECTION CORNER UAY SPERRY MONUMENT F OUND , , or 11124 HIGHWAY 55 - v) PLYMOUTH, MN 55441 z • 1' IRON PIPE FOUND CZ a w 2 ocoo 0 1' X 24' IRON PIPE SET WEIGHING 0 1.68 LBS. PER LINEAR FOOT LJa cz w A ROADWAY SETBACK LINE (AS SHOWN) •cr Z W V J D x x EXISTING FENCELINE .o cn -� I Q c 3/4' REBAR FOUND Xi Z co U.S. INTERSTATE " 94" m NE CORNER zz S89 °44'21'E NORTH LINE OF THE NE1 /4 SECTION 33 ao S85 "W if . o 11560' . '3 2662.84' REC, AS 1108.91' , N1/4 CORNER 28 39 'W z SECTION 33 Rec. As 81 °37' V) �_ U L T 1 w. RP C. x 3 w 4. 72 ACRES \ 20 ,525 SQ.FT. S EPTIC �� , , Ns ° 4 i∎ o w o` / NG T NK occu - > < -, _PARCEL IN \° v M Bv�Z �� °° z • • " � F '1, VOL 1203, PG. 242 Z N �� i (U N. FENCE1 \ . H 4 Q • Z AREA \ �0 . W F F G \ \ .•; - 70 CRES • • 70 W N ce SS WEL f.-Z)- O N _ 838,858 SQ.FT. n Z (- o 0 I. / E • v J ix Z co CO S) N N 80.5 N '- w N '' DRAI ° NFIELD p ° s 85.0 EXISTING CENTERLINE . . w 3 ' I- ` � . W cA o cx • 0 in n f8. �� C90-- _ _ Z a w ° co NO ` _ 9 ' j J\ l 7 N \ � F `50.55) F\ � ° 1 a i_ ., ;7') I I C < -J u z Z c • a 'l'iT : O ,Ix '1*,�si- rte• � c 9 � �j� \ S �, Z `3' SSB� P F- C P ' '1 '' \ c, N pi vi Rec. As N89 ° 41'W _ 3 ° S89 °33'17 "E ?55.55' N89033'17'\d.\ 60.45' 3 / M N89 °33'17'W 0, co LOT 1 69.96' ^o o W CSM IN UNPLATTED LANDS N 0 v 4/917 E1 /4 CDR FENCELINE IS 1.2 FEET WEST o SECTION 33 0 OF LOT CORNER . 0. • • • . °z • 0 o I N:. :' 3 „ o C.T.H• - _ r-- 1 — c u s o., LOT 1 CSM IN SCALE IN FEET 1' = 200' 51 483 Immomm mmommu mmilimmil m 0 100 200 30t' Vo!.13 Page 3560 31- y �STC - 104 /� 1 •:%,_rte.. �,.-�AS BUILT SANITARY SYSTEM REPORT ^ r~a OWNER C� F'� ?d ot-s �yT Z ��ADDRESS E�`ti\1, SUBDIVISION / CSM# �,✓L v� �- I� 3 LOT SECTION T N-R�_W, Town of_ �-� ST. CROIX COUNTY, WISCONSIN PLAN VIEW SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM J v L/ 5_u 4r d , W': 0 y INDICATE NORTH ARROW Provide setback and elevation information on reverse of this form. Provide 2 dimensions to center of septic tank manhole cover. i BENCHMARK: 57a/.7—e— ALTERNATE BM: SEPTIC TANK / PUMP CHAMBER / HOLDING TANK INFORMATION Manufacturer: A,.(d we.. z - Y , r / Liquid Capacity: Aieo Setback from: Well House Other Pump: Manufacturer c �t •t-e ' Model# Size Float seperation Gallons /cycle: Alarm Location SOIL ABSORPTION SYSTEM Width: J Length /9 i Number of trenches ,3 Distance & Direction to nearest prop. line: /e® ✓ Setback from: well: House Other • ELEVATIONS Building Sewer ST Inlet: ST outlet: PC inlet PC bottom Pump Off Header /Manifold _ Bottom of system Existing Grade Final grade DATE OF INSTALLATION: / /97 PLUMBER ON JOB: G i/ LICENSE NUMBER: / 19,.P INSPECTOR: t7 ; 3/93:jt • Wisconsin Department of Industry. PRIVATE SEWAGE SYSTEM County: Labor arid Human Relations INSPECTION REPORT ST . CROIX Safety and Buildings Division (ATTACH TO PERMIT) ' Sanitary Permit No.: GENERAL INFORMATION 299077 Permit Holder's Name: ❑ City ❑ Village l] Town of: ' State Plan ID No.: OUTPOST HUNT & SPORT INC. HUDSON CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.: 020 - 1094 -70 -000 TANK INFORMATION ELEVATION DATA A97 /s //077 TYPE MANUFACTURER CAPACITY STATION 135 HI FS ELEV. Septic /y,(-7 (.-1 er,-r d'PCCrS y gre)4 Benchmark 0.90 /f ( / Dosing f 0 �/ 6 COya 0 [� ,e-trrn , 0 r✓ , n_ Aeration Bldg. Sewer G,,D6 Holding St /( Inlet Z. 4 -' TANK SETBACK INFORMATION St /Of Outlet 9/5-- TANK TO P/L WELL BLDG. V Ai e r nt to Intake ROAD Dt Inlet 9- 30 Il' �d S eptic NA Dt Bottom a7 F40 - 1, �/' (2, / Dosing NA Headerd 7Sj , 7 ,:, 1 '� 5 d Aeratio NA Dist. Pipe /s' p?', /4 Holding,.,�°`` -µ Bot. System E-,.1 /5' �i g,y5' x.95 PUMP / SIPHON INFORMATION Final Grade Manufacturer Demand h� _ l d ` / -4 e , ` /D Model Number GPM J TDH Lift Loss Ion I m TDH Ft Forcemain Length /5 Y Dia. ) " Dist. To Well SOIL ABSORPTION SYSTEM BED /TRENCH Width , Lengthito_` No. Of Trenches PIT No. Of Pits Inside Di Liquid Depth DIMENSIONS DI ' ' SYSTEM TO P / L BLDG WELL LAKE / STREAM G Manufacturer: SETBACK - A INFORMATION Type Of Model Number: System: 44- OR UNIT DISTRIBUTION SYSTEM Header / Manifold // I Distribution Pipe(s) I x Hole Size x Hole Spacing j Vent To Air Intake Length Dia. Length Dia. T` Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over I xx Depth Of xx Seeded / Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) LOCATION: HUDSON 33.29.19.386A 688 COUNTY ROAD U -,� i Q'4 ` . -,-._: � 15 ca .ic P c-1 (. ( p . 6t,„ e , , t/ C ► r ,. ' ' , ,y, ' i d ?" �L. (..4:. `I� , r.1 % t P I , t,.. 0---A, ,agri Cyr . /rn R/.�?` . 0 .4-4,4 7 0 y C r' , 4 � � 5. t,, G° ..,.1'Zt4 7 1 06 6t 1 �� Plan revision required? Yes q ❑ ❑ No Use other side for additional information. SBD -6710 (R 05/91) Date Inspector's Signature Cert. No. < ` Safety and Buildings Division SANITARY PERMIT APPLICATION 201 E. Washington Ave. ,scons►n .O. Box 7969 In accord with ILHR 83 Wis. Adm. Code Department of Commerce Madison, WI 53707 - 7969 • Attach complete plans (to the county copy only) for the system, on paper not less County than 8 1/2 x 11 inches in size. 57 vv.' .K. • See reverse side for instructions for completing this application _ State Sanitary Permit Number The information ou provide may be used by other government agency programs he k if revision to revious application C c Y P Y Y 9 9 YP 9 ❑ previous PP [Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number I. APPLICATION INFORMATION - PLEASE PRINT ALL INFORMATION 97 - o26 3 93 Property Owner Name Property Location 4`�.Q. -7- ; �f- - ,. .S -5") r -.Ur 2 5 „,J 2' 1/4 1/4, SS2 T ' 9 , N, R/9 E (or f..a 7 Property Owfier's Mailing Address Lot Number Block Number Q 4' 5;, 4 ill, '7 -5 / City, State Zip Code Phone Number Subdivision Name or CSM Number .) r- ( . � �f l.J �` `�- 4 ..1 '___ I I. TYP EOF BU ILDING: (check one) ❑ State Owned ❑ City Nearest Road ❑ Village R Public ❑ 1 or 2 Family Dwelling - No. of bedrooms ' Town OF ' /u ,d= o..) .Z ly III. BUILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s) 7d 1 ❑Apartment /Condo d � � -- � � g`�'” 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ® Merchandise: Sales / Repairs 11 ❑ Restaurant / Bar / Dining 4 ❑ Church /School 8 ❑ Mobile Home Park 12 ❑ Service Station / Car Wash 5 ❑ Hotel / Motel 9 ❑ Office / Factory 13 ❑ Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1. gl New 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an System System Tank Only Existing System Existing System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non- Pressurized Distribution Pressurized Distribution Experimental Other 11 ['Seepage Bed 21 ❑ Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 54 Seepage Trench 22 ❑ In- Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 43 ❑ Vault Privy 14 ❑ System -In -Fill VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elevation 6 4 / /Dd /.5dd ,,vet, !a. Feet 0s",0 Feet Capacity VII. TANK in gallons Total # of Prefab. Site Fiber Exper. INFORMATION g Gallons Tanks Manufacturer's Name concrete Con- Steel glass Plastic APP New Existing strutted Tanks Tanks Septic Tank or Holding Tank X /'15D / -},7 r, Lr)o S re kV 23 ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber X / ' / te a / h7 ;, , hd !s7L v / _ ® ❑ ❑ ❑ ❑ ❑ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. L. J ! l Plumber's Name: (Print) / G Plumber's Signature: (No Stamps) PRSW No.: Business Phone Number: .2 y.. L �C.h . k.ce:e ke Y s 6.1. ., -2.a -r / f r �. J 7 / •;? ?4 — r / Plumber's Ac dress (Street, City, State, Zip Code): , /J 7d .5c o 5`- i4= A ' e- . Sn:tl z../," 4 9 4/,4" IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No Stamps) I Surcharge Fee) , NApproved ❑ Owner Given Initial Adverse Determination /gj Qa7 _ J,,� X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD -6398 (R.11/96) DISTRIBUTION: Original to County, One copy To Safety & Buildings Division, Owner, Plumber t: INSTRUCTIONS t • • 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration elate, and at a time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer/ Renewal Form (SBD -6399) to be submitted to the county prior to installation 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608- 266 -3151. To be complete and accurate this sanitary permit application must include: I. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. H. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. 111. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested for numbers 1 through 7. VII. Tank information. Fill in the capacity of every new /or existing tank, list the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump /siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber must sign application form. IX. County / Department Use Only. X. County / Department Use Only. Complete plans and specifications not smaller than 8 1/2 x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains /water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. • SAFETY AND BUILDINGS DIVISION 2226 Rose Street 1Wisconsin Crosse, WI 54603 Department of Commerce Tommy G. Thompson, Govemor 16- Sep-97 William J. McCoshen, Secretary Wegerer Soil Testing & Desig Outpost Hunt & Sport Inc 421 N Main St PO Box 74 River Falls WI 54022 Outpost Hunt & Sport inc Plan ID 9720393 NE, N E,33,29,19W Municipality of Hudson Inspector: Leroy G. Jansky County of St Croix (715) 726 -2544 Private Sewage plans including the following element(s): CONVENTIONAL 660 GPD The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(2)(e), Wisconsin Statutes, is responsible for compliance with all code requirements. This plan action is subject to the conditions listed on the following page(s). A copy of the approved plans, specifications and this letter shall be on - site during construction and open to inspection by authorized representatives of the Department. All permits required by the state or local municipality shall be obtained prior to commencement of construction/installation /operation. This project is under the supervision of a state inspector. As inspection concerns arise feel free to contact the state inspector at the number listed. The inspector for this project is listed above. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Please refer to Plan ID number listed at the top of this page when making an inquiry or submitting additional information. Sincerely, O rd, , W ard M. Swi POWTS Plan Reviewer (608) 785 -9348 • SAFETY AND BUILDINGS DIVISION 2226 Rose Street LaCrosse, Wisconsin 54603 isconsin Department of Commerce Tommy G. Thompson, Govemor William J. McCoshen, Secretary WEGERER SOIL TESTING & DESIGN Page 2 September 16, 1997 Plan 9720226 - This approval does not include plans for the general plumbing systems or sewer piping leading to the septic/holding tank that may be required for this project. See section Comm 82.20, Wis. Adm. Code, to determine if plan submittal and approval is required. - A Sanitary Permit must be obtained from the County where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats, prior to installation. - Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(d), Wis. Stats. SBD- 5524 -E (R.07/96) File Ref: • DOSED CONVENTIONAL SOIL ABSORPTION SYSTEM Page \ of 6 FOR ovTvp s pats - >v c.. 9 7 4 20 3 9 3 LOCATED IN THE 1/4 OF THE NM 1/4 OF SECTION 33 ,T N, R 19 W, TOWN OF `carp so►J , S1^. e COUNTY, WISCONSIN RECEIVED INDEX SEP 1 6 1997 PAGE 1 OF 6 TITLE SHEET SAFETY & BLUGS. DIV. PAGE 2 OF 6 PROJECT DATA PAGE 3 OF 6 PLOT PLAN PAGE 4 OF 6 PLAN VIEW -CROSS SECTION PAGE 5 OF 6 PUMP CHAMBER PAGE 6 OF 6 PUMP PERFORMANCE CURVE P.�•W lty C pn dit ori PROVED of COM FIER , iNGs 0 EP, owt Ell PREPARED FOR • l osof � �� 1 y : . �r�- EnNCE QL r o s T ti ti r A•kA S P 1117..4 , l pv C, '� CO RRES C /0 W-USS PrN-4 '°SSQ CA. RT' S !b SL -I TZ. S, 1•v t s 4 cri, /. 10011 CONS' y .. "*Z v iX ARTHUR L PREPARED BY ARThU R •916 • 3 was . WECEFcEF SQ I L TEST I N �r ��' A HD � ICES = Chi SEFtV = CE - -97 F.U. 82X 74 421 K. KAIK ST_ RIVER FALLS. VI 54022 715 -425-0165 JOB NO. 9-7-2.0I • Y PROJECT DATA Page Z of 6 This dosed conventional trench type system will serve a retail spoting goods store with 10 employees, 240 customers and 1 catch basin in the service area. ANTICIPATED WASTEWATER employees - 10 X 20gpd = 200 gpd catch basin - 1 X 100 gpd = 100 gpd customers - 70% X 7196 sq.ft. - 30 = 240 X 1.5 = 360 gpd Total = - 660 gpd SOIL ABSORPTION AREA 660 gpd - .6 loading rate = 1100 sq.ft. minimum required 3 trenches, each 5' X 100' will be installed providing 1500 sq.ft. of absorption area. SEPTIC TANK 660 gpd + 750 = 1410 gal. minimum capacity required. A Midwestern Precast, Inc. 1450 gallon septic tank will be installed. DOSE TANK A 1450 gallon Midwestern Precast,Inc. tank will be installed. ;u' 3 r � I r o v %d r4 o N v ? rj L 7T rl I i .c I 1 I 1 g ° ►J I _ s G, (tl LA N d � a N s w ► N � � a� - Cw1�J1� •.V •� Or- • • EX_, - - ---- 1Z1N3 - _ P - Ptis -- _ - ___Li ( - 3 e - -.6- '^-lo s - \,= NIACITWZ . '3.o' - N-OCI` t-Ii(PQe. 0 1 S 1 SW-I-W./MA_ 1.• P t' ----. ...- L . t-J 'c=q511U-fik.1 t't Pe =. _ —0 5' .mgaw „....... 7— Pokf.0 6 ' 9" \I c't0 .*.- W frPpRolde) COM 7 . , 0. s • 93...::. __../ ,1 ,„. 11,0- ,-,..... q. So' , cRoz s E--c...1- k.) . l•-s e, S c-Pc-L krUesr PIKE Lo/ Pri.".0 u %;, c Ft h- LtriNST II t i'l30 • A.) 1 St-t Grt-frb (-- (- v--1 Nits tm _ 412 so L t., FILL / 46>P Ntoutlp Stiarnn e 9 4 Pu e. i =....... — 0-4,3vEsix_i•JG •-•\ - 107 = 1.xs _PA s •:- . -., - . ,.., ( -. , , .d .., _ . , ... - ..- 1 i -r A . , I r, ‘1 / . I --, "° I . I I - 1 EL C 1Z. 0 10 . ' ■ el c il-- 60 (.., OF ilz- 1- MGit-ErEPCTE.-131- 'PER-F c1_1 --- 1 P e' 115 ---- 'b cl NQ Pnvt. .2. It PreGui a oi OF 1 ltekle--ti ' ' ' - PUMP CHAMBER CROSS SECTION AND SPECIFICATIOIJS ' PAGE S OF Q —VEIJT CAP 9 C.I. VENT PIPE — - WEATHER PROOF APPROVED LOCKING MANHOLE 10' FROM OOO . JUNCTION BOX • COVER WITH WARNING LABEL WIIJDOW OR FRESH 12�MILJ T I AIR INTAKE ( - GRADE I � 1�'i I y MIN. li 1 — * 1 18•MIU. M COIJDU1T V im r It3 MIN. VV \. I _ PR OVIDE - - - -- IAILET r A IRTIGHT SEAL II II 1 APPROVED JOINT/ A Tank construction shall comply I APPROVED JOINTS b with ILHR 83.15 and ILHR 83.20 III II (I ALARM 1 �ON C I S2.2'5 LLE1� FT. __J PUMP —1 OFF Erl. o , 1 J 11 LrL 81_00 CONCRETE BLOCK 1 4 3" APPRa/ED X - RISER EXIT PERMI1TED O1JLy IF TAW( MANUFACTURER HAS SUCH APPROVAL 1g001µ4 SPEGIFICATIOLIS DOSE F1 bk) Z l' I2' sT,1N C, - L . 1 TAIJKS MANUFACTURER: NUMBER OF DOSES PER OAy TANK SIZE: IL I SO . GALLONS DOSE VOLUME r 35�.'y • ALARM MANUFACTURER' S - S - QZ S • S IT1S INCLUOIIJG bAGKFLOW: GALLONS MODEL NUMBER: LO 1 4'() CAPACITIES: A= 3 O INCHES OR 7 � I' GALLONS SWITCH TYPE: 7'1 " C.1...S is= Z INCHES OR . V -16 G(1LLOUS PUMP MANUFACTURER: ,3 ‘- , ‘-- S C. ag T S IULHES OR 350'7 GALLONS MODEL NUMBER: a a — 1 1 •S 0 = 1 S INCHES OR 50 - 7 GALLONS SWITCH TYPE: �eR�R -L( MOTE: PUMP AND ALAR 'Vet-ft-LA- ARE o I eE V9•L MINIMUM DISCHARGE RATE ‘ GPM INSTALLED ON SEPARATE CIRCUITS VERTICAL DIFFERENCE bETWEEN PUMP OFF AAID._OISTRIBUTIOIJ PIPE.. 1•.15 FEET + MINIMUM NETWORK SUPPL.. PRESSURE 'e- FEET -} 7.45 FEET OF FORCE MAIN X 3.84° F o fT FRICTIOIJ FACTOR.. 9 FEET .= TOTAL OUAMIC. Ht.AD = _' -FEET DIAMETER / II . INTERNAL DIMENS%O,J OF TANK: LENGTH ;WIDTH .;LIQUID DEPTH BOTTOM AREA - 231= GAL /INCH AS PER MANUFACTURER = 7.."3,3'el • GAL /INCH Goulds E 6 01 b -_ Submersible '_-., Effluent Pump t e.. �_ _MODEL re 3871 E .. EP05 PO4 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. • Effluent wi systems dry without damage to heat transfer. a Motor Cover: Thermoplas- • Homes components. Available for automatic and tic cover with integral handle • Farms Motor manual operation. Automatic and float switch attachment • Heavy duty sump • EPO4 Single phase: 0.4 HP, models include Mechanical points. • Water transfer 115 or 230 V, 60 Hz, 1550 Float Switch assembled and ■ Power Cable: Severe duty • Dewatering RPM, built in overload with preset at the factory. rated oil and water resistant. automatic reset. • EPO5 Single phase: 0.5 HP, lit Bearings: Upper and lower SPECIFICATIONS 115 V, 60 Hz, 1550 RPM, FEATURES heavy duty ball bearing Pump: EPO4 built in overload with It EPO4 Impeller: Thermo- construction. • Solids handling capability: automatic reset. plastic Semi -open design 3 /4' maximum. • Power cord: 10 foot with pump out vanes for AGENCY LISTING • Capacities: up to 55 GPM. standard length, 16/3 SJTO mechanical seal protection. SP Canadian Standards Association • Total heads: up to 24 feet. with three prong grounding - • Discharge size: 1 NPT. plug. Optional 20 foot a EPO5 Impeller: Thermo (CSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with plastic enclosed design for end in "F" or "AC'.) rotary/ceramic- stationary, three prong grounding plug improved performance. BUNA -N elastomers. (standard on EP05). w Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (40 °C) continuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET __ —__ —_ ____ _ stainless steel 10 j I • Capable of running i dry without damage to 9 30 ► -4-5 GPM components. Pump: EPO5 8 - ; zs Fr • Solids handling capability: 0 7 25i-- - j - j - - + - 3 /4" maximum. a i W • Capacities: up to 60 GPM. _ o s 20 ,_ -T - -z� 1 t i -- -- - — • Discharge s! e: up , 1 / NPT. a � g � .. • z 5- i • Mechanical seal: carbon o 15 _ ______�.______ Li c.0 rotary/ceramic-stationary, a 4 - BUNA -N elastomers. _ EPOS 0 I I 1 • Temperature: I- 3- 16 — f — 104°F (40 °C) continuous EPO4 140°F (60 °C) intermittent. 2 - ; j I -,-- 1- i 0 - 0 0 10 20 30 40 50 GPM 1 , ■ 1 1 1 1 0 2 4 6 8 10 12 m /h CAPACITY 1995 Goulds Pumps, Inc. Effective May, 1995 00 071 . Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT P \ of 3 ' • tabor`and Human Relations — ' Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code - COUNTY r Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but �"' 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. 0 Z-b - 10°14 - APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: ovTta wT 4'• oST tf Si?UR - , live__ PROPERTY LOCATION ` O ROSS ??7k, -S 3 O C-. A--re'S £8V GT ' ►JC 1/4 N E 114,S 33 T Z °t ,N,R L'1 E (o4 PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SOBD. NAME OR CSM # 7-4 6 S L»-wt LT — — — CITY, STATE ZIP CODE PHONE NUMBER DCITY ['VILLAGE ®MOWN NEAREST ROAD RIO t LV ( S sf' ( q L S \`1•U b S O N COUN`ty V " [)4 New Construction Use [ ] Residential / Number of bedrooms [ ] Additizn to existing building j ] Replacement [fit] Public or commercial describe ` - tom 1 - 11 L S`CU1 - 1 0 P 1 c> 4 gets U.1 \q 6 t, ic./.)sID)• Code derived daily flow 66O gpd Recommended design loading rate • S bed, gpd/ft • L trench, gpd/ft Absorption area required \3 ZO bed, ft2 \loo trench, ft Maximum design loading rate • 5 bed, gpd/ft • L trench, gpd/ft Recommended infiltration surface elevation(s) Ste? "tl. t 3 ft (as referred to site plan benchmark) Additional design / site considerations 3 "sue— e—ti—e3 C' t'< - N 4 i L.o•G - t-'m IQ .af b , (3 - too' lizeue - te c i)- vembet Parent material s t \--x -' -f Ovrwfl s R Flood plain elevation, if applicable 1-3- \ ft S = Suitable for system CONVENTIONAL MOUND IN GROUND PRESSURE AT - GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable for system ®S El ®S 0 ®S ❑U SS ❑U Ss DU ❑S ®U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence BY Roots GPD/ft2 in. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench "] 1 ' - 10` z!z __ 5i \ Z `FsVr< w\.` r- c , S - • S . L ,µ, "n M•> Z cl- l t, -. S `i IZ 3)V - St 1 Z F S \ m %. n..5 • S • L II Ground 3 1b- . S`i 2 y/y - Q- WS \ a-S' YYl V' c - • S • 6 elev. IoZ.Zft 3-1? S`i(L VA - A o Sg 'rn ) - • S . Depth to C()ry 0 t S !moo Ck x - SS o1= -1- S ` t 2 y /y s \ - 1voT cAKi r vo v % - limiting factor tJ T c 5 re-1 c. -1 V Remarks: Boring # o -c, lb`12 - 2.•!2 St Z`FS`r( wL -- a,S s • 4 e Z $ -\$. --S`ilZ 31 — sl) Z`Q'Sbk w -'�,, -- 2, I_+ / , -S .6 4 / � : y , . � _ . z ,, i 3 \8 30 - 1 - S � cs 1. Q--, , 'c;•,), .\, Ground . `i- elev. 30-8 - ) . `t r. 4 / 6 — c g O Sg 'inn 1 , . to 98.1 ft. Depth to r /- limiting ' factor N.. Remarks: ' Ftld CST Name: - Please Print Arthur L. Wegerer Phone: 715 - 425 -0165 egerer Soil Testing & Design Service -P.0. Box 74 River Falls,WI 54022 C Signature: 2- c ! _ / 1 '� _ Z,p 1 Date: Z _ C � ' 7 C S T Num 00 5 7 6 PROPERTY OWNER °LiTPO3T 'ti J)/I 4 SPOTZT SOIL DESCRIPTION REPORT Page ?of 3 PARCELLD.# ,Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell au. Sz. Cont. Color Gr. Sz. Sh. Bed Tnsnch I 3-9 t 0 7t- 'LPL - s i . 1 2, `9 s b\rt w. `y-- a. S - • S . b Z ° I - lb - S k tfZ - ty — si. J Z '-s)k yn'fl es - . g t Ground 3 \i„-3\ - ),s t-tvz_ y /y — \ 4s ` &st,k », U .f t- Ck., - . S .1 elev. crl.•S ft. Lj 319.3 -).s tzy /b - 'c-g b SS hi 1 - . S 1. L Depth to limiting factor `i Remarks: Boring # 1 0 -L0 \o - \Z. .L Z - si \ -- 6 - s 1)k Vn ct- OA s. .% I, 6 lit ‘k)-33 - N. S `1tZ3 /y - st 1 Z`c 0)k m cs - , s 1 .6 33 -40 1. S Lit/- Y/(j - ) c-s \ 1 - S\k M Vqt- akJ ' S a 6 Ground I elev. L / 1 40,- 2 88 . S `t 2 4 4'6 - 4% 0 %` wi, I - , S . L %%..1 ft. Depth to I limiting facto[ $. i Remarks: • Boring # 1 t 9 \ o Lt vZ_ 1 - 1 1 - s i\ Z'F 3 bk k)I'R- c, S - , S • 6 01 Z ot - 23 ")..S `12_31y - si) Z` )•k m`Fl -- e_ S - , 5 3 'z3-19 ).S 'IR y/y - lis \ cs 1Y\v'f■ cw - •S ; •` Ground toZv. t. z9 90 ')• S yR 4 /G - '-s b St by \ - - S fi . b ft. Depth t0 limiting factor Remarks: Boring # I r f I Ground I elev. ft. Depth to limiting factor Remarks: SBD- 8330(R.05/92) • ` PLOT PLAN Page of 3 r-tor'r r. y »CALF 1 " ' I— -i i z _qy I (( i I l i PRo-T � , pliztribt 2e4oS I 7 to-414 km by II it opus 6 , ■ Coutv''`f ort* 1" = 66o'f (3 Z _Z tL R8 I N B M14-1 O Pi-1 -Tgszr rPc'fE 1TH+CA{+4 '1 �-1 ---- ---_,..S. ot 9 5 4 8.5. n�i • B.� _ b' el ICI I - a.S Yy \l\i1:1 . 1% - 7 0 @ ; v 4 cv,eS BI-1 4 4, \ - LC.. mosp' 01V ci ttiG , 3 /y PI,C P1P WVWOp1J Lpcni . slim i;- Z- et._ IELL/' dN 8 K t ,a h K k , 1�.��CAMS lb 3E 5' kit. b t3`1 lou 1.11C, 3 b INT`fIM - owla5k-oP Et) CE. Izu\.Lwn,G - to nF ti' L tcsT 2.S' Fit i 11 Ze 4 ere- . W e_A.. L k 4 a y Sb t. 4 • �.�l vt: 1 i„, 6 -- Z`7__ "1 "7 (715 49,E -f11 65 14Q0576 CST Signature Date Signed Telephone No. CST # - 1 8 T C - 100 This application form is to be completed in full and owner(s) of the property being developed. Any in de uaci by the only result in delays of the permit issuance. Should s this development be intended for Should this house), then a second for should be re owner /contractor, (spec the pro ert retained P y is sold and submitted to this 1 with wthe appropriate deed recording ----------- ___ owner of property T Location of property N - 1 4�E / ---� / 1 4, Section_ 33 , T / q W Township � �J 0 3 0 � _____LL Mailing address cG a o 1.) Address of site 8 ` uun.,r Subdivision �`�� -�► visio C d i _ n name Lot no. Other homes on property? Yes X No Previous owner of property / o 0".4.41a Total size of property �;:ar=s• Total size of parcel el Date parcel was created Are all corners and lot roes identifiable? Yes k_ No Property being developed for (spec house) ? Yes Volume jay and Page Number �NO of Deeds. — as recorded with the Register INCLUDE WITH THIS P A WARRANTY DEED which includes a � TION THE FOLLOWING: NUMBER AND THE SEAL OF THE REGISTER ENT F DEEDS. addition, VOLUME AND a certified survey, if available, would be helpful so as to avoid a delays of the reviewin references to g process. If the ion a Certified Survey Map, the Certified Survey Map shall also t required. PROPERTY OWNER CERTIFICATION I (we) certify that all statements on this form are rue best of (our) knowledge that I t to the e f my b ofy ( ourib (We) am (are) t described ) he ow in t owner(s) his ( w ) of the warranty deed recorded information form b rded i by virtu Deeds as Document No. n the office of the Count virtue of a Deeds the - y .. 7 , and that I we Register er presently Proposed site for ) presentl obtained an easement to the sewage disposal system or I we construction of men ,systemn the above described property, ( ) the office of and the same has been duly recorded the the County Register of Deeds as Document No. • 7 Signap tpplicant Co Applicant i . S Date o Signature • STC -105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER/BUYER J la `/ .S % ER y Eht7 / S E5 / 2 MAILING ADDRESS / / / 2.-‘/ /iyki 55 2 /joi acTN / / SS/9/ PROPERTY ADDRESS 6•88 G 'Wa.a-0 0 (location of septic system) Please obtain from the Planning Dept. CITY /STATE S 0 5 o iu 96/ ro PROPERTY LOCATION /V 1/4, //E 1/4, Section 33 , T � N -R /9 W TOWN OF 1 05 o tiJ , ST. CROIX COUNTY, WI SUBDIVISION , LOT NUMBER 21 elcres CERTIFIED SURVEY MAP , VOLUME , PAGE , LOT NUMBER Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by licensed septic tank pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. St. Croix County residents may be eligible to receive a grant for a maximum of 60% of the cost of replacement of a failing system, which was in operation prior to July 1, 1978. St. Croix County accepted this program in August of 1980, with the requirement that owners of all new systems agree to keep their system properly maintained. The property owner agrees to submit to St. Croix Zoning a certification form, signed by the owner and by a mater plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge and scum. UWe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system in accordance with the standards set forth, herein, set by the Wisconsin DNR. Certification stating that your septic has been maintained must be co - ted and returned to the St. Croix County Zoning Officer within 30 days of the three year ex p • • ion . te. SIGNED: DATE: St. Croix County Zoning Office Government Center 1101 Carmichael Road Hudson, WI 54016 11/93 ,711- 7 ,, F r."6t• fi., ,. o , r.. 4,' Air 4:r ' Earl ,",413,1T- t s 0" a "/k.8. venom 4'r ` 7110,110 atx PRW ' . :'! 00 <.. * #e * 1 ' .. ,, 0 3 Ala i) s 3 8 9 C / ° � /'K r _ DOCUMENT NO. I WARRANTY v '� I STATE BAR OF WISCONSIN F01111 2 -1991 F 565343 1 li _ YOi 1761p I REGISTER'S OFFICE j Florence V. LaPlante, a single person ST . CROIX CO., WI _ kJt SEP 15 1997. conveys and warrants to Jay Sperry Enterprises 7.LC. a 10:00 `` A M ,, Minnesota limited liability corporation • -.�'�C lsJala�► Writ Ouch • _ —_ - aroma TO �' - I II � X155'/ / r the following described real estate in St. Croix County, JL O r h I State of Wisconsin: Taos Parcel No: i � , Part of the E1 /2 of the NE1 /4 of 33 -29 -1, bounded on the South by i;. the Northerly right of way line of y Trunk Highway •" on +; County the north by the Southerly right of Bray line of Interstate 'ael Highway "94 "; on the East by County Ilig`way "U "; and on the West by a line 1224.3 feet West of the East line of said NB1 /4 EXCEPT commencing at the Northeast corner of Sect 33; thence South x i ; (assumed bearings referenced to the East line of the NE1 /4 q -:• bearing South) 913.90 feet along said Bast line to the point of ' beginning; thence N89 °41'W 625.51 feet; thence South 415.60 feet i ,' . to the Northerly right of way line of c+o N " ity Trunk Highway "; ' � `j ' thence South 415.60 feet to the Northerly right of way litre of I 7 County Trunk Highway "N "; thence N82 "13 143.19 feet along • said right of way litre; thence Northeasterly 132.09 feet along of I 't a 2533.0 feet radius curve concave Northwesterly whose chord bears N84 °20'43 "E 132.06 feet; thence continue East along the i ' Northerly right of way line of County Trunk Highway "N" until it t, intersects with the Westerly right of ray line of County Highway '�• "U "; thence North to the Point of Beginning ! eg ng along the Westerly ,: :+ • right of way line of County Highway "U•- EXCEPT Part to State of r Wisconsin Department of Transportation is Vol. "1203 ", Page 242 � • and EXCEPT e;sements, road and highway right -of -ways and 's4:,41-.: restrictions of record. St. Croix County, Wisconsin. i * 1 1 xe ' This is not homestead property. i * ' (is) (is not) • .` t x Exception to warranties: all liens, encumbrances, adverse claims or other matters, which Grantee has created, suffered or permitted to accrue i I after the 25th day of April, 1997. I 1 `.. �., i Dated this 8th Se r 97 ;�f I a.yec - ,19 ,. • v i Ye e ? a. i (SEAL) (SEAL) ': a.tviraisf,.... Florence V. LaPlante . € x (SEAL) (SEAL) wj „ - , :. t. AUTHENTICATION ACKNOWLEDGMENT 8iynattnrf MINNESOTA ETAT OF Ir45113 N .a. ! It N ' S , , RAtr1SEY County. '4 authenticated this day of , 19 hnrsooal;y same before me this 8th day of • Florence LaPlante, ,9a sn above named • person TITLE: MEMBER STATE BAR OF WISCONSIN I r , r (If not, _ - authorised by j1 70d.9d, Wb Stab.) >r awe known ta the person who executed the ` , 4 fargteiaE Ot meni f askaowledge the me. . I. THIS INSTRUMENT WAS DRAFTED SY 1 sa I , � ,, Robert A. Gearin C? It: ' (Signatures may be suthentkated or acknowledged. Roth , , , RXOTIAGENN I are sot necessary.) '; ._ e.-- camn •tram .1 "wawa' HE2WE I* one eafo.<,ti shout! bye t - ' ' �' 7D�r or innat brtea -s x'A" -m. a RAT'$ Via a... ew § - . ,171i.+`�t '" "t' 2,1 - .t - ,7, , t'v /et ".171# -. � ^. 1140'"".1} ^ tw h ..lt 4 ; .,. rai -` WORM 8t x ,z.