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002-1057-20-000
. j2 � w ; 0 � r � \ . i � - � ■ § A o= \ r z fk/ c z7# t U. o = c 7 ) <�. � . Cl) » � % / t & z m 2 Cl) § § a co c ) z « \ $ z 7 7 7 , a � J � § � . } Q Mz - . \ m S E £ k k k 8 Q a o k ) ƒ ) \ Z k / _, a e k K & ® z - k 7 a a a R � k \ k k CD j 2 / : §2 g\ E q G - @ 2 �.6 \\ƒ )� g ;5 ° ` / 0 ` ekGE a te» ;= q 0 I o o 9 g $ - _ c _ N / § \ ƒ \ \ ■ a) \ C j \ - 0 § j j / c z / a) ) \ � � E �) k a § c J 2£ 2 0 U) L Parcel #: 002- 1057 -20 -000 12/21/2005 01:51 PM PAGE 1 OF 1 Alt. Parcel #: 23.29.16.351 C 002 - TOWN OF BALDWIN Current XI ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner MARVIN R & ANGELINE M LUCKWALDT O - LUCKWALDT, MARVIN R & ANGELINE M 2580 CTY RD D WOODVILLE WI 54028 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 2580 CTY RD D SC 0231 BALDWIN- WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 2.110 Plat: 3650 -CSM 13/3650 SEC 23 T29N R16W PT SE SE BEING LOT 1 Block/Condo Bldg: LOT 1 CSM 13/3650 2.110AC Tract(s): (Sec- Twn -Rng 401/4 1601/4) 23- 29N -16W Notes: Parcel History: Date Doc # Vol /Page Type 11/16/1999 613909 1471/155 QC 03/23/1999 599937 1412/636 ALC 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 87077 237,700 Valuations: Last Changed: 04/26/2000 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.110 9,100 143,500 152,600 NO Totals for 2005: General Property 2.110 9,100 143,500 152,600 Woodland 0.000 0 0 Totals for 2004: General Property 2.110 9,100 143,500 152,600 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: 04/17/2001 Batch #: 516 Specials: User Special Code Category Amount 010 - GARBAGE SPECIAL ASSESSMENT 45.00 Special Assessments Special Charges Delinquent Charges Total 45.00 0.00 0.00 Parcel #: 002 - 1056 -95 -000 12/21/2005 01:50 PM PAGE 1 OF 1 Alt. Parcel #: 23.29.16.351A 002 - TOWN OF BALDWIN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - LUCKWALDT AGRICULTURE LUCKWALDT AGRICULTURE C -INC INC 2606 CTY RD D WOODVILLE WI 54028 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 0231 BALDWIN - WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 36.640 Plat: N/A -NOT AVAILABLE SEC 23 T29N R16W SE SE EXC 1 A SE COR & Block/Condo Bldg: EXC PT TO HWY 1011/132 & EXC PT TO CSM 13/3650 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 23- 29N -16W SE SE Notes: Parcel History: Date Doc # Vol /Page Type 03/23/1999 599937 1412/636 ALC 02/02/1998 596932 1400/403 LC 07/23/1997 1011/132 WD 07/23/1997 990/205 V2 mre... 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 87075 Use Value Assessment Valuations: Last Changed: 06/28/2004 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 35.640 3,700 0 3,700 NO UNDEVELOPED G5 1.000 100 0 100 NO Totals for 2005: General Property 36.640 3,800 0 3,800 Woodland 0.000 0 0 Totals for 2004: General Property 36.640 3,800 0 3,800 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 04/17/2001 Batch M PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ST. CROIX COUNTY ZONING DEPARTMENT AS BUILT SANITARY REPORT bon r v : r H � Property Address 0 t \ City /State Legal Description: i S7 C� >, Lot Block Subdivision/CSM # '/4 t /4, Sec. , TN -R u W, Town of �' P SEPTIC TANK -- DOSE CHAMBER -- BOLDING TANK IN "TION: Tank manufacturer t'W k UCC.r Size ST/PCA /� 6 0 Setback from: House Well P/L Pump manufacturer 2 o / e2 Model N - 1 40 Alarm location / L -- c.t ` (HOLDING TANKS ONLY) Setbacks: Service road Vent to fresh air intake Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM Type of system: / g G Width ` Length ? ` Number of Trenches Setback from: House a00 Well / � S ° P/L /� , Vent to fresh air intake ELEVATIONS Description of benchmark e,/-7 / Elevation Description of alternate benchmark cp ��� °_ � Elevation Building Sewer P. ``le ST/HT Inlet ` / ST Outlet PC Inlet PC Bottom 2L � Header/Manifold Top of ST/PC Manhole Cover Distribution Lines () ' 3. Bottom of System Final Grade f Date of installation /f/ Permit numbers State plan number f Plumber's signature L" -: r .tip License number d Inspector U { Complete plot plan � NOTICE: Please provide the following: • A plan view sketch showing everything within 100 feet of the system. • Two horizontal reference points to center of septic tank manhole cover. • Show alternate benchmark, if applicable. PLAN VIEW r aA } INDICATE NORTH ARROW Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Count Safety and Buildings Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No-: ST CRO X Personal information you provice maybe used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 338962 Permit Holder's Name: ❑ City ❑ Village Town of: State Plan ID No. / LUCKWALDT, MARVIN BALDWIN ?13 CST BM Elev.: Insp. BM Elev.: t BM Description: Parcel Tax No.: a 3 I O 4.30 Qo�sa( C%7 $dUv 002- 1056 -95 -000 TANK INFORMATION ELEVATION DATA 9900217 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. V P 6 Benchmark 3, (5 l a /04 WOW Dosing �� L 4) , 13 m 1.0 1053 Aeration 'Bldg. Sewer 1 -T- , c� Holding St /Ht Inlet lcf �o 8D E3 TANK SETBACK INFORMATION et TANKTO P/L WELL BLDG. Air to I ntak ROAD ir Septic > I o� r c r (g NA Dt Bottom Dosing / u t� '30 NA Header/ Man. Aeration NA Dist. Pipe 30 ` p3 Holding Bot. System PUMP/ SIPHON INFORMATION Final Grade Manufacturer D DrT 12 2. Model Number Tb GPM ( �u D �Z. 33 TDH Lift Friction �� Systems.* TDH O-�Ft M � � / 3 Forcemain Length ;A' Dia. H w Dist. To Well SOIL ABSORPTION SYSTEM We / RE Width Length / N0.O Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIMEN I N �2. DIMENSION SYSTEM TO P/ L BLDG WELL LAKE / STREAM LEACHIN u acturer: SETBACK CHAMB INFORMATION Type O 8` r CH M a Num er: Y DISTRIBUTION SYSTEM 1.3 - Header / anifold Distribution Pipe(s) �� x Ho Size x Hole Spacing Vent To Air Intake tr Length � Dia. Length � I 5 Dia. , l� Spacing � A� I % I _ 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 ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) C&+4kf i 3� L OCATION: BALDW N 2 .29 16.35 A,SE,SE 4580 UNTY ROAD D S =t v kk, i -� tJ1✓o - & k Plan revision required? E] Yes A No v r of er s t i 7J de for a dw qp 1 i nfgrm iion.. 63 M �� SBD 7S 10 (R.jj3//97 l le c�.0 ,� �� `_ Inspector's Signature Cert No. � S ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: F f n ' i ° e I r 3 i x i a 3 a va.* > —e ----- � g � 1 f f ; 3 � E N t ,M,Q °... .. and .....d n,. �. Aml........ .. .. .. _ ,,..3 .,. ... , f } �..,,�,__ ._... .... . _.., ...r ...... .... ., ...__. .. .... ...,... _ ................ f w ........ ..£.... .7.....,.° ° ... ... r y , P,v m —N. 3 a� g 3 s S µ f i , .. �e.. a .,.<.�.... ° ° a. I E a � � f t " s E a F f e � .�. ° t Safety and Buildings Division Visconsin S ANITARY PERMIT APPLICATION 2 1 B. W Avenue Department of Commerce In accord with ILHR x3.05, Wis. Adm. Code Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the system, on paper not less County than 81/2 x 11 inches in size. c j- . C Y i • See reverse side for instructions for completing this application State sanitary Permit Number Personal information ou p rovide may be used for seconds y p y second purposes Check if revision to prev ous application [Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number I. APPLICATION INFORMATION - PLEASE PRINT ALL INF RMATION MP Propert Owner Name Property Location Mar I h I_q }- _541/4 .5 p, 1/4,S : 93 T o ? 9, N, R /6 E (or)(9 Property Owner's Ma' Png Add s Lot Number Block Number v C D Pty, Statp Zip Co Phone Nu er Subdivision Name or CSM Number o , 11 G lea ( .15) - �o II. TYPE F I IN ❑ t Near I e Roa L G. (check one) State Owned Public 1 or 2 Family Dwelling - No. of bedrooms 3 ro w a n OF III BUILDIN USE: (If building type is public, check all that apply) Parcel Tax Number(s) � �' I (o . 35) A 1 ❑ Apartment/ Condo 040, - !l>5ol - 95 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 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 Umound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 27❑ In- Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 43 ❑ Vault Privy 14 ❑ System -In -Fill VI. ABSORPTION SYSTEM INFORMATION: 1. llon Per D Elev. 7. Fin I Grade Ga s e ay 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System ev. a LI , Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elevatio 7 5 1 3 2 S� �- U Feet /0 G S Feet aclt VII. TANK in Cap llo Total # of r Prefab. Site Fiber- E x per INFORMATION g Gallons Tanks Manufacturers Name Concrete Con- Steel glass Plastic A p p New Existin strutted Tanks Tanks Septic Tank or Holding Tank gr " j /'I ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber 1 071 r ❑ 1 ❑ 1 ❑ 1 ❑ ❑ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) Plumb is Signature: { o ps) MP /MPRSW No.: Business Phone Number: sS— Plumber's Address,(Street, Cit , tat ip Code): 5U I dW .5_�oa8' IX. OLINTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (includes Groundwater ate ssue Issuin n ignature (No Stamps) . -��� Approved ❑ Owner Given Initial �� � Surcharge Fee) -� 00 � Adverse Determination / X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL * lkl r qo br (bCket A;f _ 1 "' OU' - �✓ocrn (� -o - ti✓ o ✓ 13 3' 'am I.ti� 0& CGlu vL D . SBD- 6398 (R.11/97) DIS TION: Original to County, One copy To: Safety & Buildings Division, Owner, Plumber � INSTRUCTIONS ' t h 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 number(s) 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 mainstwater 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 bythe 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. f Safe 226 d ROSE ST M A LACROSSE WI 54603 -1905 ,\ V sconsin Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary Dep of Commerce i March 03, 1999 CUST ID No.267341 ATTN: POWTS INSPECTOR WEGERER SOIL TESTING & DESIGN — ZONING OFFICE n . 421 N MAIN ST g : ST CROIX COUNTY SPIA PO BOX 74 � 1101 CARMICHAEL RD RIVER FALLS WI 54022 r! <'? HUDSON WI 54016 RE: CONDITIONAL APPROV Id on Numbers APPROVAL EXPIRES: 03/03/200 Transaction ID No. 213614 .. ,. �,., _ •f��a ,,, �, � .. Site ID No. 167855 SITE: r Please fefer b6 botkt id tlt olio 4 s, Site ID: 167855 j f 1 '�, above, in all correspondence with the! agency. St. Croix County, Town of Baldwin SE1 /4, SE1 /4, S23, T29N, R16W Facility: Marvin Luckwaldt FOR: Description: Mound Object Type: POWT System Regulated Object ID No.: 453307 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. A copy of the approved plans, specifications and this letter shall be on -site during construction and gpen 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 03/01/1999 FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 erard M. Swim BALANCE DUE $ 0.00 POWTS Plan Reviewer - Integrated Services (608)785-9348, Mon - Fri, 7:15 AM - 4:00 PM jswim @commerce.state.wi.us d 3 Page of 6 MOUND SYSTEM FOR A 3 BEDROOM RESIDENCE LOCATED IN THE SE 1/4 OF THE S E 1/4 OF SECTION 73 ,T N, R 16 W, TOWN OF TE PF IN , ST. c_k - tnIK COUNTY, WISCONSIN. INDEX PAGE 1 'of 6 TITLE SHEET PAGE 2 of 6 PLOT PLAN PAGE 3 of 6 PLAN VIEW -CROSS SECTION PAGE 4 of 6 DISTRIBUTION PIPE LAYOUT PAGE 5 of 6 PUMPING CHAMBER PAGE 6 of 6 PUMP PERFORMANCE CURVE PREPARED FOR Cand y W JO 1� V L. LLB t LJ 1 S qO z-b ® ED pF COM ER 1piGS ptiQARjMLpFEj � p ` IVIS ►p� SE E cORKESP PENCE PYMPARED BY WEGEFZEF? SOI TESTING R��OS ®00� AND . DES 3C C3" SEFZV I (--E —= ''�` F.O. BOX 74 421 K. KAIK ST.'�;` • �'ti lam$ THU9 RIVE.. FALLS. NI 54022 I A.P NPTHU- L 9 oc c W.0 7C, 1 P 715- 4LJ -016J EiL ", OATH. ; u e A WIS. t� G 'a Z JOB NO Page 30f jo • Approved Synthetic Covering F1sTN► c 33 Distribution Pipe Medium Sand �i H Topso Elev`. 3 E` D b '] % Slope Force Main Plowed Trench of i " -2%" z From Pump P Layer Undisturbed D 1.0 Ft. Soil E 1.3S Ft. Cross Section Of A Mound System Using F 4.Qa Ft. I Trench For The Absorption Area G 1•n Ft. A S Ft. H I. S Ft. B - 'IS Ft. I is Ft. Linear Loading Rate= � J) GPD /LN FT 0 - 7 Ft. Design Loading Rate 0 - 3 GPD /SQ FT K �_ Ft. L Q Ft. l ter—R� Position of Force Mai n — W ZZ Ft. L J 4;eree' —B K Mein - W _ Distribution Trench Of 2 2 2 Pipe Aggregate r I J Observation Permanent Markers Pipes (Anchor securely) Mound Using I Trench For Absorption Area Page L4 Of .� Perforated Pipe Detail 0 End View ) Perforated End Cop.) e�6 PVC Pipe 1 � at`a Install permanent at end of each lateral Holes Located On Bottom, Are Equally Spaced Q End Cop Q fit. / PVC Force Main Distribution Pipe Lost Hole Should 8e Next To End Cop Distribution Pipe_ Layout P 3 5 Ft. X 3 Inches Y 36 Inches Hole Diameter < <y Inch Lateral llty Inches) Manifold Inches Force Main 'Z Inches # of holes /pipe 1Z Invert Elevation of Lateral Ft. N Place lst hole Ig from tee with succeeding holes at _� intervals. Last hole to be next to the end cap. Combination Sepptic;Tank and P Lim P CHAMBER CROSS SECTIOU. AND SPECIFICATIONS' PAGE S OF 6 -VELIT CAP WEATHER PROOF JUUCTIOIJ 80X 4'C.I. VENT PIPC i APPROVED LOCKING �:. 10' FROM DOOR, MANHOLE COVER wIV dIAiDOW OR FRESH \- L.�6EL.._ Alp, wTAKE fj !' r 6 Pry- 4 MIU. � � S iu r+RJi I 18' Mlu. PROVIDE IAILET 4�IUS1>oN PIPC I ( — - -- AIRTIGHT SEAL. I I I APPROVED JOlfJ7 A I I I APPROVED JOINT: Tank construction ��I w�C.z. �iPFI� W /C.I. PtPEaR shall comply with ALARM ILHR ()3.15 and 33.20 o j i C ow - 6-7 CLEY. FT PUMP - -j . ` OFF D COUCKETE BLOCK RISER EXIT PERMITTED OULtJ IF TAWK MAMUFACTURER HAS SUCH APPROVAL F 3"APPRoC BEpO i N4 SEPTIC E SPEC.IFICATIC)KIS DOSE TAWK MANUFACTURER: WUMBER OF DOSES: 3 3 PER DAy TAWK SIZE: \ BOO 1 6 SO GALLOWS DOSE VOLUME I ALARM 1'kANUFACTURER: S. S, �Z_j 'Tltfl IMCLUDINCa ISACKFLOW: GALLONS MODEL ►.!UMBER: CAPACITIES: A= N IUCHESOR 30 � GALLOIj5 SWITCH TYPE: ),n B= Z WCHES OR 3 41-LOUS PUMP MALIUFACTURCR: ��V\-S72 S C- 1D INCHES OR t23 GALL01J5 MODEL UUMBER: 3 8$ S S H D- 8 INCHES OR 3 GALLOIJS SWITCH TYPE: ��CuR� MOTE: PUMP AMD ALARM AR TO DC 6 MIIJIMUM DISCHARGE RATE zg,o$ GPM INSTALLED OW SEPARATE CIRCUITS V,ERTICAL DIFFERENCE CETWCEIJ PUMP OFF AUD- 015TRIBUTIOM PIPE.. ZS'o3 FEET + M METWORK SUPPLY PRESSURE , , . , . .. . 2 FCET Z2S F7 FEET OF FORCE MAIN X `'�� oori.FRICTIOU FACTOR.. 3 ' Z FEET TOTAL DtJWAMIC HEAD = 3I, DS FEET Pump chamber DIAMETER ILITERAIAL. DIMLWSIOM� OF TAWK: LEAIGTH - ,WIDTH --= — ;LIQUID DEPTH _._�.. BOTTOM AREA — 231 GAL /INCH AS PER MANUFACTURER = \n, GAL /INCH i Goulds Submersible Effluent Pump IIII 3885 EIIIUanIMq APPLICATIONS • Overload protection must smooth operation. Silicon can be operated continuously Specifically designed for the be provided in starter unit. bronze impeller available as without damage. • Shaft: threaded 400 series an option s following uses: . ■ Bearings: : U pper and • Homes stainless steel. ■ Casing: Cast iron volute lower heavy duty ball bearing • Farms • Bearings: ball bearings type for maximum efficiency. construction. • Trailer courts upper and lower. 2" NPT discharge adaptable ■ Power Cable: Severe duty • Power cord: 20 foot for slide railsystems. • Motels standard length (optional rated, oil and water resistant. • Schools ■ Mechanical Seal: SILICON Epoxy seal on motor end • Hospitals lengths available). CARBIDE VS. SILICON provides secondary moisture Single phase: • Industry CARBIDE sealing aces. barrier in case of outer jacket •'' and'' /2 HP —16/3 SJTO g I • Effluent systems Stainless steel metal parts, damage and to prevent oil with 115 V or 230 V three BUNA -N elastomers. wicking. prong plug. SPECIFICATIONS • % -1'/2 HP —14/3 STO with ■ Shaft: Corrosion - resistant ■ 0 -ring: Assures positive Pump bare leads. stainless steel. Threaded sealing against contaminants • Solids handling capabilities: Three phase: design. Locknut on three and oil leakage. 3 /4 " maximum. •'/2 -1 '/2 HP —14/4 STO phase models to guard • Discharge size: 2" NPT. with bare leads. On CSA against component damage AGENCY LISTINGS • Capacities: up to 128 GPM. listed models — 20 foot on accidental reverse rotation. • Total heads: up to 123 feet length SJTW and STW ■ Motor: Fully submerged in SP Canadian Standards Association TDH. are standard. high -grade turbine oil for • Mechanical seal: silicon lubrication and efficient heat UL Underwriters Laboratories carbide -rotary seat/silicon FEATURES transfer. carbide - stationary seat, 300 ■ Designed for Continuous series stainless steel metal •Impeller: Cast iron, semi - open, non -clog with pump- Operation: Pump ratings are parts, BUNA -N elastomers. within the motor manufacturer's • Temperature: out vanes for mechanical seal recommended working limits, 104 °F (40 °C) continuous Protection. Balanced for 140 ° F (60 0 C) intermittent. METERS FEET • Fasteners: 300 series stainless steel. 90 x SERIES. 3885 t ... _... ..I " SIZE: 3 N SOLIDS • Capable of running dry 25 so RPM: VARIOUS without damage to "� —► SGPM components. 70 W. E1 E 5FT t 20 y .. _.i _ _ Motor ° a 60 Single phase: _ 1NEO1 f , • '/3 HP,115 V, 200 V, 230 V, 15- — - 60 Hz, 1750 RPM; %2 HP, Z g .. _.... .. _ ... 115 V, 60 Hz, 3500 RPM; 0 4 w E0 H �I '/2 HP —1'/2 HP, 230 V, 60 Hz, 3500 RPM. 0 10 30 .. f. ;..... _ • Built -in overload withI weo L i automatic reset. 20 I I 5 � . ......... ,._... ... ,._../ �, • Class B insulation. 10 Three,phase: •'/2 HP —1'/2 HP 200/230/ o o i I T . __ 460 V, 60 H Z, 3500 RPM. 0 10 20 30 40 50 60 70 80 90 100 110 120 130GPM • Class B insulation. o io io 30 m CAPACITY ©1995 Goulds Pumps, Inc. Effective May. 1995 11 83885 Wisconsin Deparbnentoftndusiry SOIL AND SITE EVALUATION REPORT Page \ of 3 Labor and Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code ' COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but ST • C�2�j LX 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 APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: L U C12N• PM1. - P ,ERTY LOCATION SE 1/4 1/4S23 T Z NR 1 E a L vc tti � �� � , , 6 ( tic PROP RTY OWNER':S MAILING ADDRESS LOT #_ BLOCK # SUBD. NAME OR CSM.# Z b Q 6 c01 ru CITY, STATE ZIP CODE E NUM CITY - VILLAGE ®TOWN NEAREST ROAD (Xl New Construction Use [4 Residential / N f [ ] Addition to existing building j ] Replacement [ } Public or comme Code derived daily flow 4 SD gpd e ` n loading rate - bed, gpd/ft • 3 trench, gpd/ft Absorption area required 31 S bed, ft2 37 S trench, 1`1 Maximum design loading rate • 5 bed, gpd/ft • trench, gpd/ft Recommended infiltration surface elevation(s) p f It (as referred to site plan benchmark) Additional design/ site considerations MC)U Ii w/S x 7 S ' `T'CZL' N . M I /..r) M UM k_C 0E Stt' Lt., Parent material S r L I / d U ee G LxMLM Flood plain elevation, if applicable N A It S = Suitable for system CONVENTIONAL I MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem O S RU ER S ❑ U Cl S 191.1 ❑ S ®U ❑ S IOU [IS X U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bound3y Roots GPD /ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed rii :�14 v�vXTC:7F'¢, f ' Ilk 0 -9 1pHR ZZmslc�:yt w�'Fh C S - S •� .... Z- 4- i 8 6 k GS • S Ground 3 \$ 3S V A S 1 1 e S1b1L "1" m�`t- �t�v 1 S L elev. _ q� b ft. �( 3S - Ll7 - S ` t R �� � S `~ R g / i; e 1 ►rt v'�' i f..'P 11.) P Depth to limiting factor Remarks: Boring # (� b Zrn S tiZ. b. 1 o `t f2 Jl` _ s1 Ztn sb », � cs. — • 5 �� 3 vR - i Still - 31 m U'F► Ground elev. y 3Z_�t9 S tz .fly , S H Sz. S) 5 51 0 `^^ + - tin ►.�P ro3 fl Depth to k^-� 1-c. � CkZ)'t �`� - ST\ F7 L L limiting factor 32h Remarks: CST Name: — Please Print Arthur L. We erer Phone. 715 - 425 -0165 egerer Soi. Testing & Design Service -P.O. Box 74 River Fa11s,WI 54022 Signature: Date: -z - CST Number: L tz, �2� Oioi -Z� l� 220254 I � - uC Lvt.� SOIL DESCRIPTION REPORT P • Z of -3 PROPERTY OWNER � T" 9 �z- �c�s6- as PARCELED.# , Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ranch 3 �.o�,¢ 3t z � s � zm sb►� ►^1 �- cS - - s • b 6 Z 1R —Z ( . tf3 - ttz. C` s� 2�QSbk Y d -FP. C. 3 _ • S Ground 3 z6 �� 7.S SIR 31y - s t , 4 .S elev. '% -ueS `f Depth to limiting factor Remarks: Boring # 13 Ground ft. Depth to limiting factor Remarks: Bt ring # Ground elev. It. Depth to limiting i factor ; i i Remarks: Boring # Ground elev. ft. Depth to limiting factor Remy. L nnn oennrn nrrnn PL P LAN Page 3 of 3 SCALE 1 "= L�l «[ w/ L%Tlk U� 0 2S, \ — f1.. D 4 SOT CCy"'1 P �t -T 012 / DwsTu1Z$ TWtS N'1Z�A OTC Tti`rE 1"' t WNh S ITt. 2� F l c)r UAv e-.3 TO Be PrT l efter z' F - iR-am lit v vn=p T�- kplwn�� I - j _o. t S ►� � � Tv z 6 o Tit Tr C tincz��2 �.,� z l - qty ( 715 ) 425 - 0169 1400576 CST Signature Date Signed Telephone No. CST # Wisconsin Department of Indus - \ Labor and Human Relations '`t'' SOIL AND SITE EVALUATION REPORT Page of 3 I)Wmion,of Safety & Btaldngs in accord with ILHR 83.05, cos. Adm. Code COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but- ST • C Vz-E1 LX nbt limited to vertical and horizontal reference point (B", direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. 00 — I O S 6 - IRS APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PCN1 �, L V C121ti Pr,.:) - r PROPERTY LOCATION }J� L�S2 ; F71°(ZUI N L\.30 y ftA-Wr Gevt. tiDt S E 1/4 - 1 /4,SZ 2� T Z 9 ,N,R 16 E (a PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # I SUBD. NAME OR CSM S Z06 esM CITY, STATE ZIP CODE PHONE NUMBER ITY OWN NEAREST ROAD Wcs%b"3Ik`' I SVOZ8 (71$1 -ZS 40 OV ILLAGE IQ pr W 1a�- ) JV k "t}O '1?f New Construction Use 14 Residential / Number of bedrooms 3 J J Add'it'iT to existing building (J Replacement [ J Public or commercial describe Cade derived dally flow SD gpd Recommended design loading rate - bed, 91 -3 try 9P� Absorption area required 3 ' S bed, � S trench, ft Maximum design loading rate • 5 bed, 9Ddfit2 ' trench, 9pdfit Recommended infiltration surface elevation(s) 1 Z$3. CJ I It (as referred to site plan benchmark) Additional design/ site considerations MOU&-b w/S �c - S `TR C N - M l N l MUM t2" OF Shy A L4, Parent material S l L)21 OUER C& L 'i l LU Flood plain elevation, if applicable tN A R t SU=. Suitable for system CONVENTIONAL MOUND IVODAID PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK Unsu dable for stem O S RU as ❑ U ❑ S ,�'U 0 S 1@U ❑ S ®U ❑ S I$'U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistenoe Bouncl3y Roots GPD /ft in. Munsell Ou. Sz. ConL Color Gr. Sz. Sh. Bed ITsich 0 -9 1 -t Z S i ( 2.►� sl�l -t w►'F1� d-s - •'s Ground 3 \$ -3S - )-S\-m- V �S d S 1 1 E g�h w,'�t- 4�N � . �t . S elev. q� 3 it 33-47 . �7 -S `T R S�/ t S `� R 5 C 1 ��n rY1 V `F i I�.�P t� P Depth to limiting factor 35" Remarks: Boring # o ri `A 2 3 Z S t , Z►n S b 1Z fv� G�, S \ eSU1t r4 Ground elev. Y 3z -�9 1 -S `i Iz- Sty 7 S H SZ S l 5 5 1 '03 It Depth to F L Q limit long factor L A- 32" Remarks: TName: -- Please Print Arthur L. We erer Phone. 715- 425 -0165 egerer Soi. Testing & Design Service -P.O. Box 74 River Fa11s,WI 54022'*. S' natwe' j Da te: CST Number: 1L c� Oi9 -Z Z -1S -�q 220254 PROPERTYOWNER SOIL DESCRIPTION REPORT Page of 3. PARCEL 1A # c�)OZ t.(�,S S Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistenoe Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 3 0 -� tio�a- 3i z — s � Z►� 3b� ►�- V- �-S - . s • 6 Z g Z� t. o � ti.: 3l ` � s � y 2�sbk y ,�.F�. cs ..,.. • S , b Ground 3 z6 1� �. S �lz 31y - s 1 � sbk m . f d.� • 4 . S elev. � L I 3 - ) - ( 46 - 1 'S'irl - y1L .S - 4 it SIB Depth to i limiting factor 3 �ti t Remarks: Boring # Gpund ft. 4 Depth to limiting factor Remarks: Boring #. I t Ground elev. 's It. Depth to i. limiting factor Remarks: Boring # Ground elev, ft. Depth to limiting factor PLOT PLAN Page 3 of 3 SCALE I"= L�l 0 f S1�"bjq RR • 2 ? , D IS'TU1Z$ TmS 41LI R LrL o - ' _ J o. 02 TIM 1" 1oUKA S Cam, i o LRTi+. PuTU2Az sir u )ve-3 'M ee PrT L�sr s' F-Ram Mu p Unjt� } O• Is m Tb t — F4 0576 7],5 47.5 ()lfi5 CST Signature Date Signed Telephone No. CST # ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM 1( // I LJ Owner/Buyer �� r yi` n 1. u � t Mailing Address 2 4 to 4y Property Address (Verification required from Planning Department for new construction) City /State Vo o �� , �/ 2 4 J Parcel Identification Number 06 a? - 1656 - 95 LEGAL DESCRIPTION / Property Location S '/4, t ' /a, Sec. !� 3 , T _aN -RjW, Town of 13 4 t-t_ . Subdivision Lot # Certified Survey Map # jt�U J � 7 , Volume / Page # 3056 WW a 2"ty Deed # q4 ? 3 y , Volume I q/,A , Page # &31v Spec house ❑ yes E3 no Lot lines identifiable C9 yes ❑ no SYSTEM MAINTENANCE 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 a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal 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. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. / .C2 i Ile / SIGNATURE OF APPLICANT 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 ttL rt'4 Xlh a _041W 'it) L ICUMEN I N(, AESI.,NMENT OF LAND CONTRAC KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI ir RECEIVED FOR RECORD 03-23-I999 10:00 AM Assi,nor, -whether one or more, for a valuable consideration, assigns and -�:)nv �y s to Lu aldt Agriculture, Inc., a wisc?nzin Corporation, ASSIGNMENT LAND CONTRA As..gnee" whether one or more the vendee'a interest in a Land EXEMPT I �ntlact da-el - ,I-- 2 nd d a y of Ja 1999, executed by Marvin L. CERT COPY FEE: Luckwaldt and Ang l inLuckwaldt as Vendor to Daniel M. Luckwaldt as Purchase on lands a a, M. Luck in S t. Croi x county, state of Wisconsin, together COPY FEE: w , th (the indebtedness thereinr,- to and) all the interest of the TRANSFER FEE: A s si nor in the rind Contract and the lands inscribed herein, which RECORDING FEE: 12.00 Land Contract was recorded in the office of the Register of Deeds of PACES: 2 raid 'ounty, on zebruary 2, 1999, as Cocument Number 596932, is Vol. .ioO of Records, on Pages 403 406. The Assignor -ovenar that there is now _)wing and unpaid on said Land contract, the sum of Two Hundred Fifty Thousand and 00/100 Dollars ($250,000.J0), and alEa interest at sev>n per cent ;7%� per annum from February 2. 1999, that Assignor is - he owner of the above described interest in the Land Contract and has good right to ass the same, and that the conGition of the title of Assignor's interest is the same as at the time of recording the Land Contract. . . . . . . .. . . See Exhibit 'A* for real estate descri7tion. NAME AN[; .,'ETURN ADDRESS Leo T.. nL� Attorney RODLI, BESKAR, BOLES & KRUEGER, S.C. 219 North Main Street, P. O. Box 138 1 R i ver Falls, WI 54022 002-1059-30-000; 002-1055-10-000; 002-1055-30-000; 002-1056-60-000; 002-1056-95-000; 002-1059-10-000; 002 002-1059-40-000; Parcel Identification Number (PIN) 002-1058-70-000; 002-1058-90 002-1060-10 OC"-1060-40-000; En accepting and recording this assignment, the Ass-Lqne 002-1060-80-000; Ou,�-1060-90-000; 002-1060-95-000; 002-1063-20 That Assignee assumes and agrees to pay the - .iqation secured by the Land Contract, to comply with all terms and conditions cf the Land Contract, and to hold harmless and indemnify Assignor as to the performance of all obligations, terms and conditions of the Land Contract. This s homestea property. *002-1072 002-1072-50-000 i Dated this L-- of March, 1999. (SEA- Daniel M. Luckwaldt (SEAL` (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature of Daniel M. Luckwaldt STATE OF WISCONS!,. ss' COUNTY authe ti ated this day of March, 1999. Personally came before me this day of 19 the above named to known to be the peTson:s) who executed the r 0 o eg in� instrument and ac4nowi<Age the same. L TITLE: MEMER STATE BAR OF WI9C)NSIN (If not, a,;tho::ized by 9706.06, Wis. Stars THIS INSTRUMENT WAS DRAFTED BY: Notary Public County, Wis. Leo A. BeskaL, Attorney My commission is permanent. (If 710t, expiration date: RODLI. BEIFAR. BOLES & KRUEGER, S.C. 219 North Main Street, P. 0. Box 138 Piver Falls, W! 54022 , Y • .. .._ �.. ' "iii ..:! ^' _`_. ... '�'- .rte `;w 7'#t,. a�', ° ' ..;� VOL 1 4 1 ? PAS[ r� s 7 SOUTHWEST QUARTER SF.> SOUTHWEST 29 ( •) OF SECTION TWENTY FOUR 24 ( ) NORTH, RANGE SIXTEEN (16) WEST, EXCEPT Lot lOofSCertifijedY Sur Map, in Volume 9, page 2566. r:EST HALF OF NORTHWEST QUARTER (W, OF NW;) EXCEPT PARCEL IN VOWM4 611 =.GE 533, OF SEC' ION TWENTY FOUR (24), TOWNSHIP TWENTY NINE ='jGE SIXTEEN (16) WEST. SOUTHEAST QUARTER OF NORTHWEST QUARTER (SE; OF NW;- _ SOUTHWEST QUARTER (Ni OF SW;;) .) Of est t T he .) EXCEPT North 16 rods of west 12 rods reof, ALL IN SECTION TWENTY FIVE (25) , T04vZIS IIP TWEP7TY NIr: (2 9 NORTH, RANGE SIXTEE14 (16) WEST. F =.ST HALF OF NORTHEAST QUARTER - OWNSHIP TWENTY NINE (29) NORTH (E2 OF NE;) OF SECTION TWENTY FIVE L2::ARTER OF NORTHEAST QUARTER (rlE?� ANG? SIXTEEN (16) WEST. NORTHEAST SOUTHEAST QUARTER OF NORTHEAST QUART;,- AND NORTH HALF OF NORTH HALF OF SECTION TWF,NTY NINE (N'2 OF N'z OF SE; ' OF NE (29), TOWNSHIP TWENTY NINE (29) NORTH, RA.JGE EN (16) WEST IrXCEPT part to Richard Eggen in Volume 6) pag 617 �rST HALF OF NOnT':IEAST g TOWNSHIP TWENTY NINE (29) NORTH `ERAOGENSIXTEENS(16)GWESTENTY THREE (23) ?=RT OF EAST HALF OF SOUTHEAST QUARTER (Ei OF SE;) OF SECTIO:7 TWENTY =r.REE (23) AND PART OF NORTHWEST QUARTER OF NORTHEAST QUARTER (NW; OF OF SECTION TWENTY SIX 26 ORTH, SIXTEEN (29) ( ) RA21GE S • ALL IN TOWNSHIP TWENTY NINE Southeast Quarter ( WEST DESCRIBFD AS FOLLOWS: East Half of r in Section 23, Towns,,ip 29 North, Range 16 West, excepting therefrom a small lot in the Southeast corner therms of that was :.eretofore deeded for church purposes. _ subject to the easement to St. Croix County Electric Cooperative, in `:Olume 251, page 279. THAT PART OF THE NORTHWEST SECTION TWENTY SIX 26 QUARTER OF NORTHEAST QUARTER (NW;- OF WAY AS FORMERLY LOCATEDYINGSAIDTSECTION TWENTYY (26), TOWNSHIP IP TWENTY (29) NORTH, RANGE SIXTEEN (16) WEST, EXCEPT highway conve ance t St. Croix County in Volume 229, page 8. y o EXCEPT land to St, C dccument number 4995roiX County in Volume 1011, pages 1 32 -134, as a0 cunent number , AND EXCEPT land in VOlume pages 499588 and in Volu 1 011 , Vol ume 1011, page 136, as documentlnumber page 137, as document number 499539. 148. Subject to easeme to Wisconsin Power Cooperative, in Volume 25I page Croix County Wisconsin. I 603788 CERTIFIED SURVEY MAP Located in part of the Southeast Quarter of the Southeast Quarter of Section 23, Township 29 North, Range 16 West, Town of Baldwin, St. Croix County, Wisconsin. � 1t1,tiY�t Prepared for and at the request of: gGONS�w- OWNER: Marvin • Luckwaldt 1( ZZ 2606 C.T.H. "D" % RONALD F. >wt Woodville, WI 54028 • JOHNSON Drafted by. Matt A. Eylandt / ! c�j C q 1186 (p o o Z y �� was. .� i X = m ° 0 ° o n �o i n ��I�ly� SU R`I� FXE lot N n .tca a p C xa a M m � KATHL TH 2 6 1999 ► 9, 3 c m 3 w Register V of m o W UNP L St Croix y „ I oO LATTED ANDS 2, Co ,W1 >0 - -- LATTER ANDS O_ O' ° a 0 ( , I N I tr M 'a �+� 50 (�— N01'43'41 "E m c ' 1 o v o m ( I .(' i 40.04' > =r', ' f° �i' FEN ��i a° —s °* o I i x —x —x —x x -x-- -= X� ?� o m 3 c ( _ \� N01'43'41 "E 224.94' Cb N I m. I n l I 1 . ' ' o•° My C ;C( I I+ v 3 W I Z i= 100' yy ^ t z mo o �z ( g z I 1 2 & N a n� Ir a 10 a m 3 o ID iZ I cr n 1-< l � + fi IO �1 1 Irm ° CL 0 to `� 1r I ' ( 1 10 � � � � �+� I z N 3 ID 1 I °_ : I I< - N oa I C/) 'b a Iz I N i 10 m• N I m n iN j I ao (I �C CA � D: � ..a 10 v I t o o o• I cn Ir N �: s I CA ( c,: I _ 2 � �C I i (ur 4 10 -i m: � IX m D D $ ti "( :��D r 0. = �z F IC I I f i r '' i • EA ;0 -n CAI I �mm mD aD 30� �= QI (<ol►' 00M 0 z N �( 50' I i I S01'43'41 "W 294.82' �wz =D =( i 40' co 0 I �. ao v m 11 Fn 1 > v� �i ( UNPLATTED LANDS OF OWNER -------------------- zz (n ° o I -U � m � N M � ° ZO I ��O ~ _►v� 1 Dr I On,�Cyy � Z Z OM Z �— I �CCa^ �'��n �0 y �y�Z 1 1 1 II �g �w 1 Z � EAST LINE OF THE SE. 1/4 OF SECAON 23 JOB #99027 (Stol) i J f. Prepared by. .. — .. _ . , _ .. S01 '38'27'W 264&46' _ LAND SURVEYING do CIVIL ENGINEERING Phone No. (715) 246 -4319 109 East Third Street, P.O. Box 325 New Richmond, N 54017 Sheet 1 of 2 Vol-13 Page 3650 i COMMENT FORM FOR FILE DATE: i r'7 1 6 ) �J OWNER NAME: M inJR Ci 9 -2 4 PROJECT NAME: ADDRESS: COMPUTER M � PARCEL M A , �sfi«t� 2.# i y� (z 1 �.1 -�► � +�.I wl n, Sfcrrolt n INFORMATION: `s 23�`�g• Gt. v► e cJ Joe � a t e is LAM 3l��la� rvTkl Gvc u lr�f r a � �Vw��r� Cyri�a�Cb�► — -- � `Man lr1 - 3 2Z1 Z %d7� k Gua k V, L `�f UA,q� 4�) �-r ` yGw�p L 00.2 to s" dv lmo 36, q 6' W Af S?v sA-) I SO G &,; ,� � �� � 9i FILED �2 z� 1 NOV2 51992► JAMES O'CONNELL , Register of Deeds St crdx CO., WI CERTIFIED SU PJEY MAP MARVIN AND LLOYD LLlCKWALDT p Part of the Southwest 1/4 of the Southwest 114 of Section 24, Township 29 North, Range 16 West, Town of Baldwin, St. Croix County, Wisconsin. pIndicates 1" x 24 iron pipe weighin 1.1_a s. /lin. ft. set. r � 'ar o tu UN T TE D LANDS l0 0.4' TEMPORARY SHED ENCROACHMENT �` q On 4, N90-00' 4 /6.99' W d 2.000 ACRES, 67, 122 SO. FT. ►. V t JI q LOT J 1. 68 4 ACRES EXC. ROAD R.O. W. q vI o y O 73, 36/ SO. FT. p f� SEPTIC O 4 W O O to N `� HIGHWAY SETBACK N I R to a O LINE- DWELLING W/TH ATT. GARAGE c, W Q � k, QI O O DRIVEWAY �W L� JI W 3 W ao 1 O z z) = N90 00' 00 "E 4 pp h �I Q R i 656.44' p 1606.37' {p - 416 9 9' C N. D O N.90'00'00' 2660. 00' 'q S LINE SW //4 S114 COR. SEC. 24, T29N,R/6W, SWCOR. SEC.24, T29N, R/6W, UNPLA TT L /RAILROAD SPIKE SET/ /COUNTY SURVEYOR'S MON.) SCALE / /00' O ?O' /00' /30' 200' 300' ,, ,��IIIII 1 IIIp ♦♦ ♦` /� LAURENCE': 3.7 i Dated: September 24, 1992 rn W MUR HY' =G' S 17 ' ' °• CA RIV WISC Q► �♦ This instrument drafted by Laurence W. Murphy ,� • ...... ; , - > . LAND 5�.•`� Owner's Address; I �eNNtsa�� 2612 C.T.H. "0" Woodville, WI 540?8 ,i- i ,,,OVED \' Laurence W. Murphy Registered Land Surveyor Phone# 1- 715- 698 -2530 rcf71 2 5 '92 Y �;i -k:g and tf nit recorded 30 days cf c^ %�fuV3i data r,09roval shall b13 SFEET 1 OF 2 II I null & void Vol. 9 Page 2566 CERTIFIED SURVEY MAP MARVIN AND LLM UILKWALO7 Part of the Southwest 1/4 of the Southwest 1/4 of Section 24, Township 29 North, Range 16 West, Town of Baldwin, St. Croix County, Wisconsin. Description: That certain parcel of land located in the Southwest 1/4 of the Southwest 1/4 of Section 24, Township 29 North, Range 16 West, Town of Baldwin, St. Croix County, Wisconsin, more fully described as follows; Commencing at the Southwest corner of said Section 24, thence N 90 "E (assumed bearing on the South line of the Southwest 114 of said Section 24) a distance of 656.44' to the POINT OF BEGINNING, of t parcel to be herein described; thence N 00 "E 208.93 thence N 90 00 11 E 416.99'; thence S 00 00100 11 0 W 208.93'; thence N 90 00 11 W 416.99' on the South line of the Southwest 114 of said Section 24, to the POINT OF BEGINNING, containing 2.000 acres, being subject to easement over the Southerly 33.00' thereof For C.T.H. "D" R.O.W. purposes and also being subject to easements of record. Each parcel shown on this map is subject to State and County laws, rules and regulations (l.e., wetlands, minimum lot size, access to parcel, etc.) Before purchasing or developing any parcel contact the St. Croix County Zoning Office for advice. State of Wisconsin) County of Pierce) I, Laurence W. Murphy, Registered Land Surveyor, do hereby certify that by direction of the Owners, Marvin and Lloyd Luckwaldt, I have surveyed and divided the lands as shown hereon in accordance with official records, Chapter 236.34 of the Wisconsin Statutes and the Ordinances of St. Croix County and that this map and description are a true and correct representation thereof. Dated: September 24, 1992 N This instrument drafted by Laurenc rpby „ = LAUREN . E�� ASA i��.+f� �� X M W MUR HY ; ac S 1 'i: (� X92 N RI .,.. R A LS, � •,4 I „y '- WISC. Q. A'Ap, LAND `. ST {;R1tX GQli^iTY ttttltN �pre'�Fnsivz P!ann`'�`� ;�os�in� and Laurence W. Murphy Registered Land Surveyor 4f nit recor „-' 3 0 day 04 3VpTOV3t data $ppsoval $ hall b” I • nuts & void SHEET 2 OF 2 Vol. 9 Page 2566 HEAD /CAPACITY CURVE HEAD CAPACITY CURVE w EFFLUENT MODELS 140 MODEL 42 4g 53,55, 98 137 139 140, 161, 163, 165, 185, 186, 188, 189, 191 4Z 57 59 4140 4161 4163 4165 4185 41136 4188 41 B9 135 FT. M. GAL. LTRS. GAL. LTRS, GAL. LTRS. GAL LTRS. GAL. LTRS. GAL. LTRS. GAL. LTRS. GAL. LTRS. GAL LTRS. GAL. LTRS. GAL. LTRS. GAL. LTRS. GAL. LTRS. GAL, LTRS. 5 1.52 15 57 32 121 43 163 72 273 93 352 91 344 100 379 61 231 61 231 58 220 145 549 145 549 45 170 4D 130 10 3.05 17 42 25 94 34 129 61 231 79 299 84 318 93 352 61 229 61 231 58 220 140 530 140 530 45 170 15 4.57 6 23 15 57 19 72 45 170 64 242 76 288 BS 322 60 227 61 231 58 220 134 507 135 511 45 170 38 125 20 6.10 25 95 36 136 68 257 79 299 59 223 60 227 58 220 128 484 131 496 45 170 120 25 7.62 8 30 59 223 70 265 57 216 59 223 58 220 122 462 125 473 45 170 36 191 30 9.14 49 185 62 235 55 206 58 220 85 322 58 220 116 439 120 454 45 170 115 112 .19 21 79 45 170 46 172 55 206 70 265 58 220 104 394 109 413 45 170 34 15.24 20 76 33 125 50 189 51 193 58 220 90 341 97 367 45 170 110 18.29 15 57 39 148 32 121 58 220 71 269 85 322 45 770 21.34 23 87 9 34 52 197 51 193 69 261 45 170 32 105 24.38 10 38 45 170 28 106 51 193 45 170 100 27.43 31 117 2 8 34 129 45 170 30 30.48 16 60 17 64 40 157 95 110 32.00 4 15 1 30 114 28 120 36.58 20 76 90 130 39.62 10 38 86, 26 85 4186 LOCK VALVE: 19' 19' 19.25' 23' 26' 46' 56' 66' 86.5' 73' 114' 91' 110' 137' 24 80 165, 416 75 0 22 70 A CAUTION Model 185/4185 should not be subjected to 9 20 65 less than 30 feet TDH. e 60 4'63 189, NOTE: For Head Capacity on Model 112, Industrial 55 4189 column - explosion proof pump, see FMO219. r 16 50 009922a 14 45 t 2 40 188, 35 0 4t88 3 � 30 ,. 1135 85, a 25 139 4185 5 20 15 4 0 42 161, 2 5 4 4761 1 53,55 98 57,59 0 U.S. GALLONS 10 20 0 40 50 30 1 80 90 100 110 120 130 140 150 160 LITERS 80 160 240 320 400 480 560 640 0 FLOW PER MINUTE LJ „G HEAD CAPACITY CURVE ' SEWAGE MODELS 24 270 262 284 292 293 294 295 75 MODEL 264 266 267 266 4210 4282 4284 4292 429} 4294 4295 22 Ff. METERS GAL LTRS. GAL LTRS. GAL LTRS. GAL LTRS. GAL LTRS. GAL LTRS. GAL. LTRS. GAL LTRS. GAL LTRS. GAL LTRS. GAL. LTRS. 70 5 1.5 90 341 128 484 128 484 128 484 132 500 130 492 160 681 140 530 -- -- 196 ]42 214 810 10 3.0 60 227 09 337 89 337 89 337 101 3132 95 360 158 598 124 469 - 101 685 199 ]53 2G 15 4.6 22 5 85 50 189 50 1139 50 189 I7 291 63 238 135 511 108 409 118 447 165 625 184 696 65 20 6.1 10 38 10 38 10 36 56 212 33 125 106 401 91 344 108 409 150 568 168 636 25 7.6 29 110 5 19 76 268 75 264 96 363 136 515 154 583 18 6D 30 9.1 43 163 56 212 82 310 121 458 140 530 40 12.2 10 38 48 182 94 356 115 435 55 50 15.2 58 220 89 337 16 60 18.3 13 49 59 223 50 70 21.3 23 87 LOCK VALVE. 16' 21.5' 21.5' 21.5' 29' 26' 35' 42' 50' 62 14 45 ' 75' = U 12 40 35 � I 0 Ic 0 30 A CAUTION Model 29314293 a 294293 should not be subjected to less than 25 15 feet TDH. 282.42112 z7o, 6 20 4270 009904a ` 4 10 266.267,268 2 5 264 292, 284, 294, 295, 4292 4284 4294 295 0 U.S. GALLONS iD .0 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 LITERS 0 80 160 240 320 400 480 560 640 720 800 880 FLOW PER MINUTE © Copyright 1999 Zoeller Co. All rights reserved. 5 EASY DO'S & DON'T'S FOR INSTALLING A SUMP PUMP 1. DO read thoroughly all installation material provided with the pump. 2. DO inspect pump for any visible damage caused by shipping. Contact dealer if pump appears to be damaged. 3. DO clean all debris from the sump. Be sure that the pump will have a hard, flat surface beneath it. DO NOT install on sand, gravel or dirt. 4. DO be sure that the sump is large enough to allow proper clearance for the level control switch(es) to operate properly. 5. DO Always Disconnect Pump From Power Source Before Handling. DO always connect to a separately protected and properly grounded circuit. SSPMA DO NOT ever cut, splice, or damage power cord (Only splice in a watertight junction box). MEMBER DO NOT carry or lift pump by its power cord. DO NOT use an extension cord with a sump pump. suMP 6. DO install a check valve and a union in the discharge line. ANDSEWACE DO NOT use a discharge pipe smaller than the pump discharge. PUMP MFRS. ASSN. 7. DO NOT use a sump pump as a trench or excavation pump, or for pumping sewage, gasoline, or other hazardous liquids. YOUR ASSURANCE 8. DO test pump immediately after installation to be sure that the system is working properly. OF QUALITY 9. DO cover sump with an adequate sump cover. 10. DO review all applicable local and national codes and verify that the installation conforms to each of them. 11. DO consult manufacturer for clarifications or questions. 12. DO consider a Two Pump System with an alarm (Page 5) where an installation may become overloaded or primary pump failure would result in property damages. 13. DO consider a D.C. Backup System (See the Basement Sentry page 5) where a sump or dewatering pump is necessary for the prevention of property damages from flooding due to A,C. Power disruptions, mechanical or electrical problems or system overloading, Service Checklist ® A WARNING ELECTRICAL PRECAUTIONS- Before servicing a pump, always shut off the main power breaker and then unplug the pump - making sure you are not standing in water and wearing insulated protective sole shoes. Under flooded conditions, contact your local electric company or a qualified licensed electrician for disconnecting electrical service prior to pump removal. A WARNING Submersible pumps contain oils which becomes pressurized and hot under operating conditions - allow 2% hours after disconnecting before attempting service. CONDITION COMMON CAUSES A. Pump will not start or run. Check fuse, low voltage, overload open, open or incorrect wiring, open switch, impeller or seal bound mechanically, defective capacitor or relay when used, motor or wiring shorted. Float assembly held down. Switch defective, damaged, or out of adjustment. B. Motor overheats and trips overload Incorrect voltage, negative head (discharge open lower than normal) impeller or seal bound mechanically, defective or blows fuse. capacitor or relay, motor shorted. C. Pump starts and stops too often. Float tight on rod, check valve stuck or none installed in long distance line, overload open, level switch(s) defective, sump pit too small. D. Pump will not shut off. Debris under float assembly, float or float rod bound by pit sides or other, switch defective, damaged or out of adjustment. E. Pump operates but delivers little or Check strainer housing, discharge pipe, or if check valve is used vent hole must be clear. Discharge head ex- no water. ceeds pump capacity. Low or incorrect voltage. Incorrect motor rotation. Capacitor defective. Incoming water containing air or causing air to enter pumping chamber. ' F. Drop in head and/or capacity after Increased pipe friction, clogged line or check valve. Abrasive material and adverse chemicals could possibly a period of use. deteriorate impeller and pump housing. Check fine. Remove base and inspect. If the above checklist does not uncover the problem, consult the factory - Do not attempt to service or otherwise disassemble pump. Service must be by Zoeller Authorized Service Stations. Limited Warranty Zoeller Pump Company warrants, to the purchaser and subsequent owner lieu of all other warranties expressed or implied; and we do not authorize any during the warranty period, every new Zoeller Pump Company product to be representative or other person to assume for us any other liability in connec- free from defects in material and workmanship under normal use and service, tion with our products. when properly installed, used and maintained, for a period of one year from date of installation or 18 months from date of manufacturer, whichever comes Contact Zoeller Pump Company, Cane Run Road, Louisville, Kentucky first. Parts that fail, (within one year of installation or 18 months from date of 4 paror ep Attention: Customer Service vice Department to obtain any needed manufacturer, whichever comes first) that inspections determine to bedefec repairorrepl acement of Fart( s) oradditionali information toourwarranty. tive in material or workmanship, will be repaired, replaced or remanufactured ZOELLER PUMP COMPANY EXPRESSLY DISCLAIMS LIABILITY FOR at Zoeller Pump Company's option, provided however, that by so doing we will SPECIAL, CONSEQUENTIAL OR INCIDENTAL DAMAGES OR BREACH not be obligated to replace an entire assembly, the entire mechanism or the OF EXPRESSED OR IMPLIED WARRANTY; AND ANY IMPLIED WAR- complete unit. No allowance will be made for shipping charges, damages, RANTY OF FITNESS FOR A PARTICULAR PURPOSE AND OF MER- labororother charges that may occur due to product failure, repair or replacement. CHANTABILITY SHALL BE LIMITED TO THE DURATION OF THE EX- This warranty does not apply to any material that has been disassembled PRESSED WARRANTY. without prior approval of Zoeller Pump Company, subjected to misuse, Some states do not allow limitations on the duration of an implied warranty, misapplication, neglect, alteration, accident or act of God; that has not been so the above limitation may not apply to you. Some states do not allow the installed, operated or maintained in accordance with Zoeller Pump Company exclusion or limitation of incidental or consequential damages, so the above installation instructions; that has been exposed to but not limited to the limitation or exclusion may not apply to you. following: sand, gravel, cement, mud, tar, hydrocarbons or hydrocarbon derivatives (oil, gasoline, solvents, etc), wash towels or feminine sanitary This warranty gives you specific legal rights and you may also have other products, etc. or other abrasive or corrosive substances. This warranty is in rights which vary from state to state. © Copyright 1999 Zoeller Co. All rights reserved. 6 0 �I w . F � N � w N" � 1 01 �/, n i C, fl eo IL N 3 N F � J tij Fp I- a y O � •rl � N O � w A I ro N I � N IA 0 �v I� tn U ro — — —0 _ I m r W 44 O S4 a 0 a 0 0 m 9 f P m (A i J " r- U O •ri 3•4 °1a0iaro a �9 0 0 rd v H 0 1 -H � b�� j ro 04 LA o x a� .�4 k - (d ro — 4J -P > a) b 3aia�iA 3 rlairfa � °�� U) -P U D -P .. rd cd cd •ri ,[ S4 a 0 Z r-i N c'n dW Lf �O