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HomeMy WebLinkAbout018-1037-90-200 O m * a O fJ 3 "U i d fD A c _ N o C m o � (D 0) 'II � - 4 o .0 �l • =r < a N yr rl Q1 O O O 7 d CD O CD ,A a N 7 O W 7 V W C Q 6 3 5 N O 7 O N = CD � V O O O C C7 (O A7 CL O O V 3 y W I l i 7 O c=> O l\ LEI r CD _O - m a PO 3 o ° V co ci CD' CD A !V C N N N fD 0 0 O C P' y � � ° cn � W Z E• y y y ° D N °ii , cn 3 O O L O (D N . N I N � CL cn z D o v O m Z j o cn N CD C FT S (D Q 3 0) _ z !D N O A Z M ° u n C n O A Z O N 3 O � N CD M V Z 0 3 a 3 � Z C A W i a CL I o � � T I N C z a O CD I I I II .. I fi ti A 4z 'I V N V A � A (D o (fl O a O C CD O Q ti V 3 NJW� g CY W w ti 3 .. JUL 3 1 2001' n �- ��- ww g .�W..'" W°d ST.CROIXCOUNTY M F_ a i I. u_ ea •• LU M I— >_ SURVEYORS RECORD sLe � �` ° � "RTIFIED SURVEY MAP Roger and June Lindquist Located in part of the Southwest %4 of the Southwest ' of Section 17, Township 29 North, Range 17 West, Town of Hammond, St. Croix County, Wisconsin. D.O.T. Approval No. 55- 3166 -20W OWNER'S ADDRESS 1652 U.S. HIGHWA N HAMMOND, W/ 54015 2" LAUR N W. M PHY 1713 BEARINGS ARE REFERENCED L R V1 FALLS TO THE WEST LINE OF THE SOUTHWEST 114 OF SECTION 17, T 29 N, R 17 W, ASSUMED AS u� N 09"3499" W. WEST 114 CORNER SECTION 17, T29 N, R 17W (FOUND 1'IRONPIFI7 I SCALE9YFWr 1"=100' LEGEND 31Y 33' INDICATES 1' x 24' IRON PIPE SET I 50 6 50 16o 0 (MIN. WT. -1.13 LBAJN. FT.) I I • INDICATES 1'IRON PIPE FOUND I LU I 6 SOIL BORINGS (PROPOSED SEPTIC SYSTEM) SECTION CORNER MONUMENT (AS NOTED) Co ( (R ") RECORDED AS I 4- I UNPLATTED LANDS Z I (OWNED BY PLATTER) CC 33' S 89 °5742" E 420.00' LU 33.W W7.W 21 o '' 1 �' �} \ LOT 3 UNPL-ATTED , Z ' I 33 94,595 SQ. FT. OR 2.172 AC. b I N ( N (87,163 SQ. FT. OR 2.001 AC. EXCLUDING N LANDS N I TOWN ROAD RIGHT OF WAY) "' ---- - - - - -- I 10o' z LU � W Lip m I =s�+a m BUILDING SETB LINE v M (OWNED BY I as P R z z I o tA7TE 0 i � gi o z o N �; p 133' 33' o Z e 387.W _ NW CORNER LOT2 c.s.M. N 89 °67 42" W 420.00' NORM UNELOT 2 C.S.M. \ LOT 2 __ _ —_ -- - L1RJ[EY D 4 PRIVATE DRNmy- EASEMENT \ LOT 1 MA_ P 07 I CERTIFIED SURVEY - MAP I y VOLUME 14, —1 s VOLUME 6, PAGE 150 LOT 2 I R N $ inWNFn A nTHFRSI I PAGE 3919 C rtUJ epartment of Commerce PRIVATE SEWAGE SYSTEM Cou : St. Croix Building Division Sanitary Permit No: INSPECTION REPORT 395219 ,4ERAL INFO "ZMATION (ATTACH TO PERMIT) State Plan ID No: sonal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. ermit Holder's Name: City Village X Township Parcel Tax No: Dado, Brian Hammond Townshi 018- 1037 -90 -200 CST BM Elev: Insp. BM Elev: BM Description: r r 26? lep.Z c�.a ; = CST 13 ►w� ( 9l 3 /`o �' S f TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic - kpoo C Benchmark ]. 6a Z ' !� Dosing Alt. BM r � Bldg. Sewer Aeration 1�f,sS 92 Holding St/Ht Inlet `� 9Z. 1 St/Ht Outlet I. � TANK SETBACK INFORMATION r P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet ' t \�� _ f Dt Bottom `$,• �e� t Header /Man. }•�S f ?t 9t -sue D Dist. Pipe X80 q4, Bot. System Q Z v Final Grade lDl - Z�t PUMP /SIPHON INFORMATION O Manufacturer St Cover r ` \ C11 Of Model Number G PV W10 TDH Lift Fncti n LO System He TD _,-r Ft Forcemain Length Dia. Z „ Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pit side Dia. Liquid Depth DIMENSIONS ^2 / o 7 SETBACK SYSTEM TO tOb r� P/L DG WELL LAKE /STREAM LEACHING Manuf INFORMATION CHAMBER OR Type Of System: �� +: — UNIT Model N mbar 5 ' � DISTRIBUTION SYSTEM Q Header /Manifold u Distribution x Hole Size x Hole ing Vent to Air Intake Pipe s) P Length Dia Leng Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of TTeeeded /Sodded Mulched Bedlrrench Center Bed/Trench Edges Topsoil [is] xx Yes [W No ❑ Yes [W No / CfomEaNS (Incl de c e is epenci�es, rsons`Dreesskeen� - `� t, etc.) Inspection #1:1/ 2 `"f / 0 1 Inspection #2: -r- % — L OA 1 0th Street d~ WI 540 W 1/4 SW 1/4 17 T29i1 R1 7W) NA Lot 3 Parcel No: 17.29.17.267A30 1.) Alt BM Description 2.) Bldg sewer length - amount of cover = ). q Z" s c i 1 (JjW, �{ Plan revision Required? ❑ Yes No Use other side for additional inform ion. Q 3 Date Insepctol,jSigoature� Cart. No. SBD 6710 (R.3197) L) w� �~ Sanitary Permit AppucatjLuu 0 3 1 &0 39521 In accord with Comm 83.21, Wis. Adm. Code, personal information yon Provide ❑ Check if Revision be used for seen Privacy Law, sl 1 m) State Plan I.D. Number I. Application Infornmalloa - Pie= Print All Information i 111,11 4 Number Property Owner's Name Property Own mailing Address •� *� 1 vG d YLC , S( T N. R l Block Number city, state Zap Code , umber � 37 X uT N 3 Su vi n Name M Numbe 8 ` V e l �t GlS LxA II. Type of Budding (check all that apply) 9 tty 1 or 2 F Dwelling - Number of Bedrooms ' �'v Village � y d ❑ Public/Commercial - Describe Use ° Nearest Road State Owned 16 & of Permit: { III. Check only one box on fine A (numbering scheme for internal nse)- Complete lie B if applicable) � Type A. 11$ New 2 ❑ R System 3 ❑Replacement of 6 ❑Addition m For Couatp use S • ank Ord S soem Permit Number Date Issued B. ❑ Check if Sanitary Permit Previously Issued 1 d s Q IV. Type of Permit: (Check all that apply)(numbeft scheme is for internal use) 1 - 7. X q . 1 o't to �' ✓ 44 0 Non - Pressurized lo- Geoumi 210 Maind 47 O Sand Filter 30 ❑ Conuntc ed WedaW 22 ❑ Pressurized In- Ground 41 ❑ Balding Tank 48 ❑ single Pass S1 ❑ Drip Line 45 ❑ At-Grade 46 ❑ Aerobic Treatment Umt 49 ❑ Recirculating 30 0 Otter Area Information- 00 �' i V. D' percolation Rate System a F Grade Design Flow (gpd) Dispersal Area , / DisPersa! Ama Sot Application Elevation Requirea3 P ` °p° �v+ . p Ra�(Gals./Ihys/�sq_ ) (Min rrt►�n) (T 7- � �1 CIV /a/. 5- VI. Tank Info Capacity in Total Number Mamrfacatter Prefab Site StCel Fiber Plastic Gallons Gallons of Tanks Concrete Consuucted Glass New Exisin8 Tanks Tanks Sepik or Holding Tank tl� `p �, D b I / r e 5 v✓� t)as,ng Chamber 1;7 5 U VII. R nsibility Statement- I, th7P-Plumbe-r' assure it for on. of the POWTS shown on the attached plans. Plumber's Name (Print) mre RS Num ber / Business Phone Number tcth 61 Plumber's Address (Street, try, State, Z . Co un !De artment Use Only Dau er Issuing Agent 5igaacure (No Stamps) Sanitary Permit Fee (includes Groundwater roved ❑Disapproved Surcharge Fee) p El Given Initial Adverse . �` � � O � Zi Q ( Determination v IX. Conditions of ApprovalMeasons for Disapproval f O't.tn��A I "2. wtea l�tAae t 1-0 4" e.8'h -� o eatSc . d4w ar s C W�Uu ;yt i►tsb�tllutt�l ,� a `{fit c ►� w�„sfi 4e evu.(�w� C wr 3 [j 41em (bu the Canty ant!) tw' as paper sat � than 8 a 11 to �tt , dJ t T te6o (e w`v l7•e o�,. kl ( s— C 5 Wt SBD -6398 (R.. 45102) fAo-eh , A "&,,�4 yr! GAL te �� e ' <, w C�sc2 L/ b cb� rx x e 3 G 3 . • I U D n R i sS 3 oow� • - �i�- R•'��w. � r� i PUMP CHAMBER CROSS SECTIOIJ AAJG SPECIFICA7"loI VEUT CAP L _ ti C.L. VLNT PIPE WEATHERPROOF APPROVED LOCKMIG Z 5 ' S' > FRt"iM aaa JUAJCTIOAl BOX HOLE COVER wlMDOW OR FRESH lI'm IU. AIR RETAKE ( I GRADE COIJDUIT -- -- __ \ 11l IAJLET PROVIDE — - -- AIRTIGHT SEAL * A I I ALARM I I *APPROVED 1 ow JOINTS WITH LLEV. '! FT. APPROVED PIPE — _1 3' ONTO PUMP �, _ OFF D SOLID SOIL COJUCRETE BLOCK cz RISER EXIT PERMITTED OIJL IF TA MANLFACTUR£R HAS SUCH APPROVAL SEPTIC f _SPEC IFIQATIOUS DOSE j TAIJKS MAIJLIFACTURI:R: �✓+ S G IJUMBER OF DOSES :______L_ —PER OAb TAA1K SIZE: 5''0 GALLOMS DOSE VOLUME + 2 ALARM f AAIUFACTURER: - e INCLUDING SACKFLOW: �� `�' "1 /� GALLON! MODEL 1JLtMbER: 7 CAPACITIES: A = IWCAES OR GALLOUS SWITCH TJPC: _ t? it SN J � � = � CMfS OA GALLdAlS PUMP P'IAMUFAGTURCR: C! C = gg tH£5 Oi GALLOUS MOOCL UUMBEK. D= SC INCHES OR GAIIOW SWITCH TYPE: - �." ° "t � MOTE: PUMP AND ALARM ARE TO BE rr MINIMUM DISCHARGE RATE__ � GPM INSTALLED QAI SEPARATE CIRCUITS VERTICAL DIFFERENCE OETWEEU PUMP OFF ARID DISTIt16UTI0Al PIPE., ' FEET + M►I&JIMU n M NETWORK SUPPLY PRESSURE .. . , . _ , , FEET ' 7? + FEET OF FORCE MAIN X � F ij00FXFRICTIOU FACTOR. — �aS� FEET V 7 TOTAL DSIJAMIC. HEAD FEET �o I I INTERAIAL DIIA ERJSIOIJG OF TAIJK: LEIJCsTH *,WIDTH ;LIQUID DEPTH I 516KU3E LICEMSE tJUMBER: 5 DATE: D "� J AUG -28 -2001 15:44 WESTBUFNE SUPPLY 715 :_866144 P.01 [qGOULDS PUMPS Submersible Effluent Pump E PO4 3 EP05 l APPLICATIONS Motor. Available for automatic and ■ Motor Cover: Thermoplas- Specifically designed for the • EPO4 Single phase: 0.4 HP, manual operation. Automatic tic cover with integral handle following uses: 11 5 or 230 V, 60 Hz, 1550 models include Mechanical and float switch attachment • Ef`luent systems RPM, built in overload with Float Switch assembled and points. • Homes automatic reset. preset at the factory. ■ Power Cable: Severe duty • Farms • EP05 Single phase: 0.5 HP, rated oil and water resistant. • Heavy duty sump 115 V, 60 Hz,. 1550 RPPA, FEATURES built in overloaC with ■Bearings: Upper and lower • Water transfer automatic reset: - - ._ s EPO4 Impeller: Thermo- heavy duty ball bearing • Dewatering • Power cord: 10 foot plastic Semi -open design construction. SPECIFICATIt?I+IS standard length, 16/3 with pump out vanes for SJTOW with three prong mechanica' seal protection, AGENCY LISTING Pump: EPO4 grounding plug. Optional 20 ■l EP05 Impeller: Thermo- • Solids handling capability: toot length, 16/3 SJTUU with plastic enclosed design for Canadian StandardsAtismiation ' /4" maximum. three prong grounding plug improved performance. (CSA listed model numbers • Capacities, up to 55 GPM. (standard on EPO55), ■ Casing and Base: Rugged end in 7" or • Total heads: z up to 24 feet. • Fully submerged in high thermaplastiC design provides • Discharge size, 1 " NPT_ grade turbine oil f superior strength and Goads PuRlpa is ISO 96UI Rel4 twed. • Mechanical seal: carbon- lubrication and efficient corrosion resistance. rotary/ceramic-stationary, heat transfer, BUNA -N elastomers. ■ Motor Housing: Cast iron for efficient heat transfer, • Temperature: strength, and durability. 140-F (60 C) intermittent, 10 -.- Fasteners: 300 series l - _ continuous u c i a o METERS FRET .....� -_. _.,.. I , • stainless steel. s 34)� -4-5a f ...; ... • Capable of running dry without damage to e I z.s IT 25 components. o 7 l 1 Pump: EP05 w •Solids handling capability: v e zo' /d' maximum, l • Capacities: tip to 60 GPM. , 'Total p l • a heads: a to 31 feet. • Discharge size: I NPT. a • Mechanical seal: carbon - 3 10 rotarylce ram ic- stationary, BUNA -N elastomers. z ; • Temperature: - -- _ ._....._.i .... 104•F (40 °C) continuous 1 i 140 °F (60 °C) intermittent. • Fasteners: 300 series o a- -- -- - -2 — 30 — ..... stainless steel. L ,o 10 50 Cip11 • Capable of running o -- - a s 84 /o t2 m +m dry without damage to components. CAPACITY Goulds Pumps Q) 1 M Goulds Pumps ITT I Effective January, 1999 v 83671 _- TOTAL P.01 Wisconsin Department of Commerce S01L.EA, 6 - N-- REPORT Page J— of — Division of Safety and Buildings 11" N - In accordance with o, Wis. A *. Code County Attach complete site plan on paper not less than 8 1/2 x 1 s in sizfi�'b�i U ST•� include, but not limltrad to: vertical and horizontal referent t (BM), dlrecffori'ah'd panel I.D. percent slope, scale or dimensions, north arrow, and tot feri nd diy�ar to nearest road. P� /II1JJ1� (Y Please print all informa 'om LJ�(• Reviewed by Date ;T f Personal information you provide maybe used for secondary pur opqtp (Privary La 1 T _ . (mp. Property Owner p�l►�I E!2 ;1, , ZON y &pcati 1/45VJ 1/4 S 1'7 T zq N R 1 1 Property Owner's Mailing Address 4 ®t # 831 # Subd. Name or CSM# 14,52 5.1 ►Z- —" - PEADIAG- City State Zip Code Phone Number ❑ City ❑ Village W Town Nearest Road M/AANON'D WT I 6NOJS ( ) tl"/V\ON D I New Construction User Residential / Number of bedrooms Code derived design now rate ? __ GPD ❑ Replacement ❑ Public or commercial - Describe: __ - - -- — Parent material SAAV5T1QN11E Flood Plain elevation If applicable 1�,:A! _ __ 0• General comments (2) 'MiA iiE5 and recommendations: SI5TEA\2L'EVPtTIOA! 9$,83 I Boring # E] Boring ❑ In. �( pit Ground surface elev. _ 1 02_ 50 ft. Depth to limiting factor _z._�__ AE-E ate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary R in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 2 l 0 -� jW2 /{ 2- z�7 1 � — sl I x b � -IZ { � y ,z IS msb . 12-A o 4 S ml L`��1 5 1 `6 3 1 Q 1 5 0 1 z (. 31 -:51 O N S ( 0, 7 1 Z Boring [Y] Boring # _ l P;; Ground surface elev. _L . 0 ft. Depth to limiting factor 'Zgs In. Suti A itcaiion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfF in. Munsell Qu. Sz. Cont. Color Gr, Sz. Sh. 'Eff#1 'Etf#2 I 0 -io 1 G 2� ► 5 l MSby, rh4r 4 1 - rn 6-2 1.2 -10 Z Sl i m 0.b lv v -m V .ti 0.10 p -ZZ V st l r lv rn .Z p,3 2L 7 10 tL`I S ►Vk- 3e� S 7 v 51 s 1 — �, �,� 01 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mgA- ' Effluent #2 = BOD < 30 mg[L and T < 30 m CST Name (Please Print) ature CST Number �C { bWS r D ZZ�y 532 Address Date Evaluation Conducted Telephone Number L - r7 -75 Property owner �� 5 �_— Parcel 10 # L!'� /N (o � Page z of 3 ❑ Boring # 0 Boring 12 pit Ground surface elev. ft. Depth to limiting factor �Q _ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 () 10 P r (s 0§2 M A 0. 1.Z- , 7- Z -lo — is I s m r - m 0, 1-7- 3 10 -1 10 3) :5 I o)-L -sb)S rn�r Q S I\)I-n't 0,2- 0 3 4 Iq - 32- 10 L1 b — 5 0 rn { - 6.7 1, Z -1 32 -62 )0 5/4 — 5 1 G5 0,-7 ,Z 2 -1,0 JO\IA ) z �5 I GS _ O.s o.7 10 R� 1 T5 I ml I D. O EJ Boring # ❑ Boring — ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff In. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring # F ❑Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = B00 < 30 mg/L and TSS < 30 mg1L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608- 264 -8777. SBD -8330 (R.6100) "M 0WR: Ra�,crZ c_w .sr l EGEN : > `� y0 L LflcA'C'f-=p V X p MM- - To 0 1 l PC 'TIC .5w N O - rt1 le 1 5 \0 k /4 EC, 1 /p 2 'TD +H 51 I:]-501L DOMWA W/ DACQa NO COMM 83 5EVACK RODLEM5 PEA o w (o 2 -a C A'r TO 160 ST. 3 ,50� 1 �L I 101.00 SEC F #� 17 5{GNEt7 j5f ,°. 224 8 3 2 x PATE: ! i - I ? - On Y .. r.._ ................ Page L of I Pursuant to Comm 83.54, Ws. Adm. Code Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113. Wits. Adm. Code. The operating condition of the septic tank and outlet'ter stag be assessed at least once every 3 years by inspection. The outlet filler shall be deaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the Star when removed from its encimm If the filter is equipped with an alarm, the MW shag be serviced if • the alarm la activated continuously. Intermittent filter alarms may indoate surge bows or an iipenduig continuous alarm. The septic tank shag have its contents removed when the volume of skidge and sawn to the tank exceeds 1/3 the NW volume of the tank, If the contents of the tank are not removed at the lace of a triennial assessment, maintenance personnel shag advise the owner of when the next service needs to be performed to mainlan less than rnacdrnurm sash and sludge accumulation in the tank The addition of biological or chemical additives to enhance septic tank performance is generally not required. i•towevec if such products are used they shall be approved for septic tank use by the Department of Commerce. Safety and 8tuldings Division. Puma Tank , The tunp (dosing) tar* shat[ be inspected at least once every 3 years. All switches. alarins, and Pumps shag be tested to verify PrpPer operation. If an effluent filter is Installed within the tarn t shat be inspected and serviced as necessary. M varrdand Pressure Distributi tern or shrubs should be planted on the mound. Plantings may be made around the nhocshd et r�mound shall be see utched as necessary to prevent erosion and to provide some frost penetration. Traffic (other than for vegetative on the mound is not slog compaction may hinder aeration of the infiltrative surface within the mound and winter will promote frost penetration. Cold weather Installations (October- February) dictate mhoumd be u ech for frost protection. Influent gvafity system may not exceed 220 mgB. 8005.150 mrgil. TSS, an _ Influent flow may not design flow specked iii the permit for this ration. The ' system is provided with a f point at is recomrmended that each lateral be o ' at monhs. When a pressure test is performed it should be compared to the initial test t orifice clogging has occurred and I orifice cleaning is required to n within the disposal ceti. Observation pipes within the dispersal cell shall be dheclked for effluent porn ft Ponding levels std be reported to the owner, and any levels above 4 inches , considered as an impen& g hydraulic failure requiring additiona, more frequent monitoring. General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shag maintained in accordance with its' component manual [SBD- 10572 -P (R. SM)J acid loco or stye noes pirtaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shag be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWrS components. Sept or PUMP tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access Openings used for service and assessment shalt be sealed wateifght upon One completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed acawss openings greater than 8-inches in diameter shall be seamed by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Contingency Plan If the septic tank or any of its components become defective the tank o system in proper operating condition. r component shatl be repaired or replaced to keep the If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component stag be immediately rep*d or replaced with a component of the same or equal performance. If the mound component faIlss to accept wastowater or begins to discharg wasteater 10 the ground surface, it will be repaired or replaced in fis' pr location by g basal area t We tealcage occurs or by the taologic* clogged adsorption and dial media, and related P and ruing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The Countq Zoning Office at — INL IS -- - 6$D -ZL( BQ) CNLGb' The system installer at - 1 1S — (48 ( 1 - 'Z z 6 G The tank manufacturer at The effluent filter manufacturer at `x3130— __ _____ _. __ _ _ r,T th - e _-__ pump manufacturer at. 0 08, 10:27 FAX 715 425 1804 R.F. SCHOOL DIST. 10 002 06/03/201 09:25 715684525 STANG'S PLUMBING ELEC PAGE 514 lwx U r 7 Rn�t • �, L'.�a, V r�:J' n �lS�t. ' _„�...... _ . 'ti r i t . � r ,J " �i.Q��A� ?r r �W 61J i.`s� r.rr++ -' J• V � J �'i�.�'S�Y��w.�,M•_ ^� , '� ..i� > „_.,,�•"�:..r— P•..r�. —r^� ' . � '��,I I I �' 1 ,�� a 1' � II , ' i1S's�4 �, G"ri:+ ,�..�x.t.Pl3✓�� ., ...,^ —r— :�, a`w�l a Y {'tj, '( q ,f� kibdi StaTV�v ' � §r " ' 1 r +:,{ �J�(.Y.�.,, 3- y,rX.,d ei ..,_�, r• .....� . LX�tit�' �; � (it�,�V• J. :/Pj t- " .Y.f { i ° 4 Ys y { ti : ,, r ' ry� � j�i K � ' tlI ��� � 1 prliSTC`5 rr�+MCL L79lI:CCU Y'• ' e lC �• t trr. 1 R Y, ' " - �"tpyp �yryi�4:J: ta1i7 n t�tigr;;�dma� arnp= F , 1, • c " M I t u t w r d r.+t,y � XC$ralT:a 1-i full rslad5 1P.flrj{pUlty 4 7t' .Y U Lr ics"b '1 LIT'" ' SYE . '� ��ih the stdi7d7f <l; tYDCXXtinr cA7ufZib'?z ° err r7s�r 16 t�'G r ' i 'L' r 0 e Y r !.. I ry r' @ �y� , i , y�•�".Ct ri�T "aM W i 1 ,�. E.'CYt3 • j�1C, �^ L1Y,�.iCt':rl�rfl(:tl : >r HtC ��' ~ � '" � ' �y ; ,pC.'.,i :b�� C.t�1, T),�f A.... 4ti•' , ;,r'i, heKc+u - ae k,Yxce 7, ,,•° ,' ar sr ;�gY J;it:UC S~pttC } 5 L f �l5j: Sbrcc vt;sz CCt a � CI V i ll q' f. y K • dI'r =+ i`1�T A1.P1'1:i�;�N�" "� "'- .x� ,,'rr IIr II r,�� � }�. 1 �. r - s txsG :,vscRSi H [we; cbrifFY.:3sat amserl'xitt No kih •It xr 4'F 11 _ "± t s ,;��, _t.L �?IdJ{1F •:',�• .4 nI•"� d' r I „" �}ja r. `� *L1 I=.LE l?�'f177r iL =AI w M r. j f r i I I T Y E71r1 � 4Lll� t;rSti�M T - v. ,I t I t A "f. ,• � .tl d t��� �i.d� +. .r � •:t',1& Y� • 1C:. tFC ;N:7 iS Flf . ; S'I. C � , ,� + lmmciaide �yiib tttsis �p3ic '� �; t 9 itL f + 1 1 • ,, .. �� � Apr �s {�' ,. •t J 6 {1 r y11 9 �O STATE BAR OF WISCONSIN FORM 2 .1999 Ci 3 9 7 7 JE3 WARRANTY DEED KATHLEEN H. WALSH Document Number REGISTER OF DEEDS ST. CROIX CO., WI This Deed, made between Roger Lindquist, a /k/a Roger L. RECEIVED FOR RECORD Lindquist and June Lindquist, SiO2 June L. Lindquist, husband and wife 03 -05 -2001 9:30 AM WARRANTY DEED Grantor, and Brian E. Dado and Molly L. Dado, husband and wife EXEMPT N as Survivorship Marital Property CERT COPY FEE: _ COPY FEE: TRANSFER FEE: 81.00 RECORDING FEE: 10.00 Grantee. PAGES: 1 Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (ifmore space is needed, please attach addendum): Recording Area Lot 3 of Certified Survey Map, filed January 31, 2001 in Vol. 14 of Certified Name and Re ATI*WOrlooge Dept. Survey Maps, Page 4025, as Document No. 637762, located in part of the First National Brrrk of River Falls Southwest'/. of the Southwest %. of Section 17, Township 29 North, Range PO Lux 166 17 West, Town of Hammond, St. Croix County, Wisconsin. River Falls, WI 54022 I8- 103 - 90 -000 Parcel Identification Number (PIN) This is not homestead property. Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. X) ('s not) Dated this J� day of February 2001 r � r tst, a /k/a Ro er L. ind uist r , a /k/a June Lindquist AUTHENTICATION ACKNOWLEDGMENT Signature(s) _ STATE OF 1 Oti p ) n ) ss. authenticated this day of _ County ) Personally came before me this � 3 day of — February 2001 the above named Roger Lindquist a!k/s Roger L. Lindquist and June Lindquist a /k/ L. Lindquist, husband and wife TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing authorized by $ 706.06, W is. Stats.) instrume t and acknowledged SCOTT J. WADDICOR THIS INSTRUMENT WAS DRAFTED BY , kr 4. Attorney Kristine OgIand .ea imMarch 15. Hudson, W154016 — Notary Publ' State of No. CC918783 My Commission is permanent. ire ton ate: (Signatures may be authenticated or acknowledged. Both are not necessary.) (") !ire / } O ) "Names of persons signing in any capacity must be typed or printed below their signature. lnramarlon Proreasbnais company, Fond du Lac, wi WARRANTY DEED STATE BAR OF WISCONSIN 800- 655-2021 FORM No. 2 - 1999 S f./i Fr OJG3 I13G W R FILED 0 LL. U .••. W W Nzx- JAN 3 1 2001 ► 1 Z�� A s � > >W�= ry�j w i— ° `i � W C • L x+lniLfEN H. wALSN �— co C.) ��� >�' 8eoistefolDspdt �: x H , • 4 SL Goi lCo WI ¢W~ RTIFIED SURVEY MAP �Ce _n t . Roger and June Lindquist Located in part of the Southwest 7 /, of the Southwest '/, of Section 17, Township 29 North, Range 17 West, Town of Hammond, St. Croix County, Wisconsin. U.J. "r. Approval No. 55- 3166 -2000 , � , � u �u'wulwuw mi OWNELrS ADDRESS C 1652 U.S. HIGHWAY "12" HAMMOND, WI 54015 T LAUR y2E 1V W. M 13 HY 1713 BFARRWARERUERENCED R R FALLS, to 117 rl 71 4OFSE C TI l vvL so unlwESkoFSEraN 17, T:Wk R�17 ASSUMED AS WEST 114 CORNER SECTOV 17, T 29 N, R 17 IN (FOUND /'IRONPM i i SCALE1NFUT 1 "' LEGEND I 33 4 � 33' ' 5b 6 INDICATES ( "x 24' BRON PAPE SET 5 "61 0 0 (mw WT. -1.13 LBAXY. Fr.) I LLJI M INDICA TES I'IRONPAPEFOUND L11 6 SOIL BORINGS (PROPOSED SEPTIC SYSTEM) 0 SECTION CORNER MONUMENT (AS NOTED) C/Y.I (R -) RECORDEDAS $i UNPLATTED LANDS I Z 1 (OWNED BY PLATTER) --� I33' S '5742" E 0.00' 33.00' 367.00' ON LOT 3 33'j;, 94,595 SQ. FT, OR 2.172 AC. � UNPLATTED g I , (87,163 SQ. FT. OR 2.001 AC. EXCLUDING TOWN ROAD RIGHT OF WAY) UM >- ICU I3 100' I �. m BUILDING SETB ACKL9JE v W s:-A Z $ PLATTER) gi I Z 133' 33' LU I o s e—P G 33.00' N I NWCORNERLOT2C.S.M. N89 420.00 N0RTHLWEL0T2C.S.b. \ S� $ I I LOT 2 CERTIFIED SURVEY \ I P_' ?IF DRIVEWAY_ EASEMEM — LOT 1 MAP 4 - CERTIFIED SURVEY MAP _ I y VOLUME 6, PAGE 1506 VOLUME 14, LOT 2_ I I $ � W (OWNED BY OTHERS) PAGE 3919 -LOT I, SURY 8� MAP I - I (OWNED BY OTHERS) VOLUME 3, I W PAGE e29 1 33' 1 33 , APPROVED ST. CROIX COUNTY OWNED BY OTHE RS) i Planning Zonlnq and Parks Committee SEC .IAN 3 12001 FOUND COUNTY BERMSENNA9.) THIS INSTRUMENT DRAFTED BY JERALD L LARSON SHEET 10F 2 If not recorded within 30 days of approval date approval shall be Vol. 14 Page Il aptivold CERTIFIED SURVEY MAP Roger and June Lindquist Located in part of the Southwest % of the Southwest % of Section 17, Township 29 North, Range 17 West, Town of Hammond, St. Croix County, Wisconsin DESCRIPTION: That certain parcel of land located in part of the Southwest '/4 of the Southwest '/4 of Section 17, Township 29 North, Range 17 West, Town of Hammond, St. Croix County, Wisconsin, more fully described as follows: Commencing at the Southwest corner of said Section IT thence along the West line of the Southwest '/4 of said Section, N 00 34' 39" W, (assumed bearing on the West line of the Southwest '/4 of said Section 17, recorded as NORTH), a distance of 456.00' to the Northwest corner of Lot 2 of that Certified Survey Map recorded in Volume 14, Page 3919 of St. Croix County Certified Survey Map records and the POINT OF BEGINNING of the parcel to be herein described; thence continuing along said West line of the Southwest '/4, N 00° 34' 39" W (recorded as NORTH), 225.24'; thence S 89° 57'42" E, 420.00'; thence S 00° 34' 39" E, 225.24' to the North line of said Lot 2; thence along said North line, N 89° 57'42" W, 420.00' to the POINT OF BEGINNING, containing 94,595 square feet or 2.172 acres, being subject to the right of way of 160th Street over the Westerly portion of said parcel for town roadway purposes as shown on this map and subject to all other easements and restrictions of record. State of Wisconsin) County of Pierce) 1, Laurence W. Murphy, Registered Land Surveyor, do hereby certify that by direction of the Owners, Roger and June Lindquist, I have surveyed and divided the lands shown hereon in accordance with official records, Chapter 236.34 of Wisconsin Statutes and the Ordinances of St. Croix County and that this map and description are a true and correct representation thereof. Dated: November 1, 2000 NOTE: Each parcel shown on this map is subject to State, County, and Township laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and appropriate Town Board for advise. �11►� + �4► W. s a fALL& u�o V TWS INSTRUMENT DRAFTED BY.ERALD L LARSON SHEET 2 OF 2 Vol. 14 Page 4025 ,� X 28 �