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HomeMy WebLinkAbout032-1003-40-050 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 430430 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Conlin, Ron & Marlene Somerset Townshi CST BM Elev: Insp. BM Elev: BM Description: Sectionfrown /Range /Map No: t C'u ,10 t U 0 1 T C, r 1 02.31.19. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer 9.83 Holding St/Ht Inlet St/Ht Outlet rr TANK SETBACK INFORMATIO TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic \ 1 UU y�St- - / -7 a / Dt Bottom / Dosing / Header /Man: Aeration Dist. Pipe Holding Bot. System 13,yg I PUMP /SIPHON INFORMATION Final Grade S, l b 9$ Manufacturer Demand St Cover GPM t5S I W Model Num r TDH Lift on Loss ystem Head TDH Ft Force in Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BEDITRENCH Width / Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 �}� Ll Q� ) SETBACK SYSTEM TO 0 tP/LBLDG ELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR t7l O Type Of System: � OhVeJ1 Ul ( l DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Pipe(s) Vent to A�Intake s) f / �I ' Lengt Dia_ Length_ Dia '/ Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded jxx Mulched Bed/Trench Center Edges To soil Yes r ' No i COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 0 / .� C / c h u ­ I nGet' ' Location: 658 236th Avenue Somerset, WI 54025 (SW 1/4 NE 1/4 2 T31N R19W) NA Lot 5 Parcel No: 02.31.19. 1.) Alt BM Description = 0) y; � (' DNS ;k � � t a k[G - ID L Gt b t 2.) Bldg sewer length = - 70' bid I j 0 C S(j qj 14 0 C - amount of cover= S (O\w P!G�,ham �� �kewt �aw1 iw0. ( 1nL�{: Pf incur` a�—S►� mc� n K 6 e r (� ist,r Ipt'' Plan revision Required? 0 Yes N /iNo Use other side for additional information. SBD -6710 (R.3/97) Date Ins ctor's Signature Cert. No. 36 ''x. Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.2 1, Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 Nvisconsi Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 Department of Commerce (Submit completed form to county if not [Privacy Law, s. 15.04(1)(m)] state owned.) Attach complete plans (to the county copy only) for the system, on paper not less than 8 -1/2 x 11 inches in size. � County State Sanitary Permit Number ❑ Ch n State Plan I. D. Number I. Application Information - Please Print all Information Location: Property Owner Name _ Property Location �v► "�' 1. 10-y -1 e-n ie_ ` t 1 % VIN ,SLR 1/4 tjV 1/4, S T3 ,N, R E (or Property Owner's Mailing Address Lot Number Block Number 'X LO IN i `� v' City, StatePly / MM Zip Code Phone Number Subdivision Name CSM Number ` X 119 ( ld� / 78 —O'i' 'at - + II. Type f Building: (check on) e ❑ ci ty I; ( c c/ ao f S wt,� ads l .�� 1 or 2 Family Dwelling -No. of Bedrooms: age � ❑Vi own of Public /Commercial (describe use):_ ❑ State wed ` l ] S 3 1 x 8'7 ..5 W d~• I'i iO c� ; f �S�v S ea c l� Nearest Road /_ �-- r i Parcel Tax Numbers) ^ �� �+- III. Type of Permit: (Check onl ofw box on linb A. Check box on line B if applicable) A) 1. New 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to System System Tank Only Existing System $) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) '�c- Zccb )O0 C 1 F" J*U, � Non- pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: QQ V. Dispersal/Treatme Area Info Lea r 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Sol Application 5. Percolation Rate 6. Elevatt n Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) J; Xation F70 0.7 1 VII. Tank Capacity in Total # of Manufacturer Prefab Site teel Fiber - Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks 7 ❑ ❑ ❑ ❑ ❑ VIII. Responsibility Statement I, the undersigned, assume respon sibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) PI tuber's Signature (no stamps): 7MP7/MPRI No. Business Phone Number Plumber's Address (Street, City, State, Zip CON C 715 2 1 a y 4s . w e s ,+ "A Ate, Lv,,A-c , w 1 Syws:3 IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued 4�m Agent Signature (No stamps) KApproved ❑ Owner Given Initial Adverse Surcharge Fee) Determination 25D • l0 7 X. Conditions of Approval /Reasons for Disapproval: 3) S Moil SYSTEM OWNER: // j n� OY 5 -44 1 Septic tank, effluent fitter and ���� nn 1 dispersal cell must all be serviced 1 maintained Ogre- � �-►Accu //a,? gal � t tsA e +ti as per management plan provided by plumber. '4° �e p. //a,? S4 44 C�i 2. All setback requirements must be maintained -� oa u. oa SBD -6398 R. 07/00 Lot 5w yy, NE Vy, S -P , T 3 I Nj 19 \n/ ` Townsh' = P � 5omersert"' i iJaMC� M A+ � _ �� C IJ� Or � L e-y,•�� , 't V C � i t. � �p..� , p}, 4 RIB • gam. t..k. � too .a' f3'3 �- 9 S• � r °°-> 87.5 0 i A " `/ 6AIr w•. - a T�tA,c��s L3� 87 i Q�ox,� -C s•vs (31.1� 1 acpo� , tp•t't. -Too,x COPYs t mod qys R00% -t marle^c Cb"\*Y-, �'7.f� �jCY Sl a►e<. Lat LAVeva,,Yr- it 0 5v► 31 A// A 19 \A/ r � \ i EJFVej iOo^S 16 6, =7 it/•S, rot O ;1" P T.P =7 7e/•Ss' (:?�) F7 5 -T WibWnsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must � r� include, but not limited to: vertical and horiz and Parcel I.D. percent slope, scale or dimensions, north a ow, arR ti Ctiff@@ce to r earest road. Please print a l information. Re ' wed by Date Personal information you provide may be used f seconr�pjArpd�e Pr' w, s. 15.04 (1) (m)). J Q 3 Property Owner G Pr perty Location t.0 .� G Lot 1/ 1 A S p� T N R Z �E (o 6W Property Owners Mailing Address - # Block # Subd. Name or CSM# e' 7 r .r- City State o Wp Code Phone Number C' ❑ Village Town Nearest Roa New Construction Use: esidential / Number of bedrooms Code derived design now rate GPD ❑ Replacement �j ublic or co erclal - Describe: Parent material ..� Flood Plain elevation if applicable ft. General comments L and recommendations-5y � IP,V c cn� �yj 8 <�.-� r Boring # Boring Pit Ground surface elev. &I — ft. Depth to limiting factor in. Soil 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 i zd 10YAL ----- s 2 -3 z ® B0 ` i "g # Boring /02 Pit Ground surface ele ft. Depth to limiting factor r^• Soil 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 l� Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 ` Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) CST Number Si Bird Plumbing, Inc. Shaun Bird 226900 Address Date Eva4jation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 5401 ��Q 715 - 246 -4516 L Property Owner _ Parcel ID # Page of F31 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 GPDM in. Munsell Qu. Sz. Cont. Color Sz. Sh. 'Eff#1 I 'Eff#2 ZZ Z .Z , z 3 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 GPO/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 F-1 Boring # ❑ Pit Boring ❑ Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Descri pption- Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont or Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/i. ' Effluent #2 = BOD < 30 mg/_ and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777. SBD -8330 (RAM) Soil Test Plot Pla Project Name Ron and Marlene Conlin Sh ird Address 2117 E Ivy Ave St. Paul Mn 55119 M #226900 Lot 5 Subdivision Date 5/28/03 SW 1/4 NE 1/4S 2 T 31 N /R W Township Somerset F1 Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft..= Top of 2" pipe System Elevation 94.0/93.8 *HRpSame as Benchmark . of 2" Pipe @ 1 00.0 ' Pro 4 Bedroom House a 50' a� a 60' 00 0 B -1 3% 45' Slope 225' B. 15' B -3 5 ' 25' B -2 98' 99' /f 100' 638' Property Line POWTS OWNER'S MANUAL & MANAGEMENT PLAN Pepe of FIRE INFORMATION SYSTEM SpEar- iCATIONS Owner Septic Tank Capacity al O ` Permit #� Septic. lank' Manufacturer E3 NA Effluent Filter Manufacturer Cl NA pESIGN PARAMETERS O NA of Bedroom s (3 O NA Effluent Flier Model Q Number of Public Faoifity Units Pump Tank Capacity al Estimated flow (average) Pump Tank Manufacturer NA d alJda Design flow (peak), (Estimated x 1.5) Pump Manufacturer A gal/day Soil Application Rate al /da /ft Pump Model A Standard Influent/Effluent Quality Monthly average* - Pretreatment Unit A (FOG) 530 mg /L A Sand /Gravel Filter O Peat Fiber Fats, 0 +1 &Grease 1 Biochemical Oxygen Demand IBODJ 5220 mg /L ❑ NA C1 Mechanical Aeration O wetland Total Suspended Solids (TSS) 5150 mg /L O Disinfection ❑ Other: O NA Pretreated Effluent Quality Monthly average Di rsal Cells) Biochemical Oxygen Demand (BOD 530 mg /L In- Ground (gravity) ❑ in- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L 13 NA 0 At -Grade O Mound Fecal Coliform (geometric mean) 510 cfu /100ml O Drip -Line V Other: Maximum Effluent Particle Size Y in d+a. 0 NA Other. O NA Other: 0 NA Other. Q NA *values typical for domestic wastewater and septic tank effluent. Other. 0 NA MAINTENANCE SCHEDULE Service Event Service Frequency O months) (Maximum 3 years) O NA inspect condition of tank(s) At least once every: az(s Pump out contents of sank(s) When combined sludge and scum equals one -third (Y of tank volume O NA ©month(s) (Msxinwm 3 years ❑ NA Inspect dispersal call(s) At least once every: years) month(s) C) NA Clean effluent filter At least once every: year% -, ❑ month(s) VKA Inspect pump, pump controls & alarm At least once every: p year(s) month(a) N Flush laterals and pressure test At least once even+: O year(*) O month(s) O NA Other: At least once everY: p year(sl Other: O NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying' one of the following licenses or certifications. Master Pkrmber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operas r. I a Tank must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground sd e. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check o Y on of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third (Y3) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any sefv)cing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. regulatory authority within 10 days of completion of any service event. repo shall be provided to the local rag ry A service repo p OMyy (4101) Page of sTw UP AND OPERATION products or other chOMIC41 For new construction, prior to v chec treatment pers9 tank(s) eU(s). If high concentrations painting con ent n� s s detected have the COM•nts that may impede the treatment p mesas and /or damage of the tanklsl removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are froz at the v sti W hen power is restored the excess wastewater will be. During power outages pump tanks may fill above normal highwat discharged to the dispersal cellis) in one large dose, overloading the cellis) and may result m the backup a Septage Servicing Op erato r dto h�o� effl To avoid this situation have the contents of the pump tank removed by power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump;tank. the area Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the ; dental floss; diapers o l d sit eo l ife o f fate P OWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; deg foundation drain {sump pump) water; fruit and vegetable peelings; gasoline: grease; herbicides; meat scraps; medications; oil; painting products; pesticides, sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall tie taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83,33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have bean, or must be taken, to provide a code compliant replacement system: aluated and may be utilized for the location of a replacement soil absorption A suitable replacement area has been ev system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by rid walls. Failur required setbacks from existing and proposed structure, lot lines a e to protect the replacement area will ant arse. Replacement systems must result in the need for a new soil and site evaluation to establish a suitable replacem comply with the rules in effect at that time. es in POWTS A suitable replacement area is not available due to setback and /or soil limitations Barring advanc technology a holding tank may be installed as a last resort to replace the failed POWTS. The site has not been evaluated to identify a suitable replacement area. Upon failure r ea is available a holding tank I3 the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement ar May be installed as a last resort to replace the failed POWTS. e O Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at th infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > A SEPTIC, pump ENT IC. PUMP OTHER TREATMENT T E ENTER TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT - RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE - ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAiNTAINSR L N Phone ,5 8 -1 e SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name , c e o 1 Name f, p,� Phone Phone `11�+ This document was drafted in compfian0a With chapter Comm 83.22(2lib)(1)(d) &(f) and 83.54411, (21 if 13), Wisconsin Adminratratiw Code. ST CROIX COUNTY • SBPTIC TANK MANCB AGREBMENT AND OWNERSHIP CERTIFYCA TION FORM I r � ' Ovvner/Buya Mailing Address o' / V 4 V� Property Address 5 for Do*" osttucCion) (Verification required from Plamiog Department aty/State G f w m r Parcel Identification Number _�� .� T property Location ` /,, I ` _ 14, Sec. T Town of Lot # subdivision �-a Cerdfiied Survey map # _ Volume # _ 1'7 Pa$e warranty Dead # v Volume Page # Spot house a yes P(no Lot lines identifiable ye s 0 no �ptvper use and maiaftnanceof Your septic cysttem could m8ult in i ts t y 1u rift the system consists of pamopmg out the septic tank every throe years or sooner, if is a heewed pump can affect the function. of the septic tank as a treatment stage is the waste disposal system• a cation form. sigo�cd by the 0 w= and by a owner agrees to submit to Si. croix Zoning Department , 1 the on - site wastewaterdisposal system 'The that ( ) pmpe1tY vocifyung lumber trstrietodplumbet or a licenm pimping (if leas than 113 full of sludge• mas�splungber. jo�Y�aP ' on and p�m8 (� c tank is is opesattng condition and/or (2) after inspecti)' �e s P with the standards V aw wed have read the above mquireatents and agree to mintain 30 the Private saws'* 3 f �rpdication act forth, berein, as set by the Departtaeut of Commerce and the Depart of Isatural Re C es, 0W= within W been toaiataiucd must be completed and retureod to the St. Croix County Zo�S stating that your septic �� on date. days of sac throe year aVira i / a2 ` J DATE SItdNATURB OF APPLICANT a. N knowledge. 1(we) am (are) the owncr(s) of i (we) certify that all statements on this form are true to the best o ster of Deeds Office. pm , P rt y desarW above, by virtue of a warranty deed recorded in Regi �S; DA $IQNATURB OF APPLICANT' misrrepresentedtoay result in the sanitary pert being nvokad by the Zo=S �� .asa•s �y information that u ant, deed from the Register of Deeds office •• IInclude with tW apgkicatioa a copepod a user if " f=M" is mode is the vf►ar[aaty dew star ' ed p a y of the cettzfi Y 'I ; U 2'il?P 222 7.4 101 le STATE BAR OF WISCONSIN FORM 2 - 2000 KATHLEEN H. WALSH REGISTER OF DEEDS DoannentNumber WARRANTY REED ST. CROIX CO. NI RECEIVED FOR RECORD This Deed, made between Gerald J. La Venture and Jennifer L. La 09/23/2N3 11: 30AH Venture, husband and wife Grantor, and Ron d E. Conlin and M arlene M. Conln n. husband and wife as survivorship marital property an e WARRANTY DEED Grantor, for a valuable consideration, conveys and warrants to Grantee EXEMPT # the following described real estate in St. Croix County, State of Wisconsin Of REC FEE: 13.00 more space is needed, please attach addendum): TRANS FEE: 126.00 COPY FEE: CC Part of the SW 1/4 of the NE 114 of Section Township 31 North, Range PAGESE 2 19 West, Town of Somerset, described t 5 f a Certised Survey Map Sled in the office of the Register of for St. Croix County on September 10, 2003 in V olume 17 of CSM's, Page 460 7, as Document No. 73 Together with an easement for ingress and egress over utlot 1 of said CSM. Recad"nrg area Name sod Return Address Heywood, Carl & Anderson, S.C. 1200 Hoeford St., Suite 106 P.O. Box 125 Hudson, WI 54016 Part of 032- 1003 - 40.000 Parcel Lden ficmim Number (PIN) This hornestead property (is) (is ant) Exceptions to warranties: easements, covenants and restrictions of record. Dated this 19 day of September , 2003 *SEE ATTACHED FOR SIGNATURES * Gerald J. La Venture * Jennifer L- I.a Venture AUTHENTICATION ACKNOWLEDGMENT Signature(s) Gerald J. La Venture STATE OF WISCONSIN ) ) ss. ST. CROIX county ) authe<cticated this day of September , 2003 Persaially came before me this day of September 2003 the above named Gerald L La Veature TITLE: MEMBER STATE BAR OF WISCONSIN (Rzot, to me known to be the person(s) who exec the forgoing authorised by § 706.06, Wis. Stets.) in� and acknowledged the same. TM INSTRUAIMf WAS DRAFIED BY Hood, Carl & Anderson, S.C., 1200 Hesford St., Suite 106 P.O. Box 125, Hudson, WI 54016 Notary Publiq State of Wisconsin My Corrxnission is perrrzarwnL (Knot, state expiration date: ftuatures may be aW - Akared cr admawled®ed. Bath are net necessary.) ) ' Names ofpeasoos ai Ab* in aay capacity nmm be typed cr piored blow their gp tue. INFO -PRO (soo)655 -Lori — iafopmfW=.00m STATE BAR OF VYISCONS1N W DEED FORM No. 2 - 2000 U 2417P 223 Dated this day of September, 2003. Gerald . La Venture STATE OF M.hj; xs047— ) )ss. COUNTY OF Personally came before me this ` j±� day of September, 2003 by Gerald J. La Venture to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. C UI ' j P ]A— H THER L. BARTLEY Notary Public, Tate of ,n►ic,►sdZ — �Mi V My commission pires Tc _? aWb M coffin* a EX00 JM 31. M Dated this j September, 200 . nifer . La Venture STATE OF U,yt,x,Ed4 -rte ) r )ss. COUNTY OF apke �t uy. ) s Ili Personally came before me this AR day of September, 2003 by Jennifer L. La Venture to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. a YMUaftn- ■ Notary P blic, S tate of s NANCYA.MU A M commission expires p y 3 NOTARY PUSI.IGI RES 1 0TH Y MY CCti1MISS10N E7Q'IRES 1,91.2006 s r 739521 VOL 17 PAGE 4607 KATHLEEN H. WAIST -- REGISTER OF DEEDS ST. CROIX Co., WI RECEIVED FOR RECORD 09/10/2003 02:30PM CERTIFIED SURVEY MAP R AJ Fj1R s In am Cury CERTIFIED SURVEY MAP PAGES: 2 6. LOCATED IN THE SWi /4 OF THE FRACTIONAL NEi /4 OF SECTION 2. T31K Ri9W. TOWN OF SOMERSET. ST. CROIX COUNTY. WISCONSIN- D.O.T. APPROVAL NO. 55 =3 _ 3 -_2 q OWNER / SUBDIVIDERS GERALD & JENNIFER LAVENTURE BEARINGS REFERENCED TO THE 2339 STATE ROAD 2 NORTH -SOUTH 114 SECTION LINE OSCEOLA, WI. 54020 _N_ OF THE FRACTIONAL SECTION 2, ASSUMED TO BEAR S00 N07E.' ( PREVIOUSLY RECORDED AS THE LOTS OF THIS SUBDIVISION N01 0 14'07 "E ). HAVE ALL THEIR RESPECTIVE ��0 AREAS AS CONTIGUOUS EA N1/4 CORNER, SECTION 2 THOSE BUILD IONS ' — INDICATES SECTION CORNER ( ALUMINUM CAP FOUND) BY LOCAL SETBACKS. ( AS NOTED ) — INDICATES i" X i8" IRON PIPE ( OUTSIDE DIAMETER ) WEIGHING 1.13 LBS. / LINEAR FOOT SET. CR) - INDICATES PREVIOUSLY 0 RECORDED INFORMATION. L OT 3 OF - INDICATES POSSIBLE DRIVEWAY LOCATION ONTO ACCESS EASEMENT. CERTIFIED UNPLATTED LANDS Sys INDICATES DISTANCE BETWEEN PROPOSEDAND EXISTING DRIVE. OL. 7 NORTH LINE OF THE SWi /4 OF V _ _ P Imo• I I THE FRACTIONAL NE1 /4 (R N89 ° 15'42 "W) S 0 37'49"W 690.85' - -- z I r - - - -- 212.85' 478.00' W f I Q LOT4 LOTS l 135.907 SO. FEET 305, i SOUA T I ( ^I ( 3.120 ACRES) (7. RES) NI I W I i / APPROVED f I m I Q V^ v m ST. CROIX COUNTY t o ItzI° I � m 10 Pl2nninn 7.nninn and Parks Com DI Z I m 0 1 D 3 m y in i W W 0 n S E P 1 0 2003 ' Ln 1 J cc N ° o If not recorded within 30 days o o a o Z approval date approval shalt b > ly ` I W O I En null and void �I I I UI 1 - 1 1 I a� 100 (R N89 °15'42 'W) ....... . ..... ... . .............. .. _ ........ - I ry ' S TBACK LINE FROM POSSIBLE 1 S88 °38'08 "W p FUTU RIGHT -OF - WAY, LINE 1 1 1 !L 1 235.00' 69 .85' I o 33.00' 202.00' 212.85' 478.00' O � m OT � N8B 0 3 "E 925.85' {J o � 892.33' 66 WIDEACCESSf 11r 1 D N N88 0 38'08 "E 925.33' OUTLOT 1 CONTAINS: 61,071 SQUARE FEET 33.00' m ( 1.402 ACRES I 1 l i j i m I o UNPLATTED LANDS INCLUDING R. -O.-W. I , H �� N Cu — — — 5B.89 3 SQ UARE ACRES F EET z m l $ GRAPHIC SCALE 1 " =200 ' EXCLUDING R. -O. -W. 1 _ I Lu ° I 0 200 400 600 \ *G \ i � I Z o f NOTE: OUTLOT 1 (66' WIDE ACCESS \ �I o I EASEMENT) AS SHOWN HEREON IS I INTENDED AS ACCESS TO LOTS 4 & 5 I OF THIS CERTIFIED SURVEY MAP. g C N J H W' GRAN ER S_ 75 1 1 NEW RI MOND i WI ti 0 S1 /4 CORNER, SECTION 2 PRE-PARED S 0 ( ESTABLISHED FROM GRANBERG SURVEYING TIES OF RECORD) 1299 C.T.H. F NEW RICHMOND, w. 5W17 THIS INSTRUMENT DRAFTED BY: PHONE ( 716) 246.7M9 JOSEPH W. GRANBERG. 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