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032-1091-60-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Sanitary Permit No: Safety and Building Division INSPECTION REPORT 556332 0 (ATTACH TO PERMIT) State Plan ID No: GENERAL INFORMATION Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1 Parcel Tax No: Permit Holder's Name: City village X Township 032-1091-60-000 Putt, Kevin & Connie Somerset, Town of SectionlTownlRangelMap No: CST BM Elev: Insp. BM Elev: BM Description: 13 - GL~ 33.31.19.434G TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER +S CAPACITY STATION BS HI FS ELEV. Benchmark /pc, Septic 1/000 Alt Gc.>tl. o ~3 9 9 ' $ Bldg. Sewer ~5~• St/Ht Inlet y Holding St/Ht outlet 31 TANK SETBACK INFORMATION ;Z~EF'7 P/L WELL BLDG. Vent to Air Intake ROAD t l.J `es••r Zd . 6~] /660 .73 5m t c Ap t Header/Man. I Z .gZ g 7, g ;Jel,J > 5C,; (o Z7 a 78 s~ s Aeration Dist. Pipe i3. y $i, • 3z - _r - Bot. System / 3.7/ S Q- 57 92 SS . 'Elk Holding Final Grade q0. 5~g PUMPISIPHON INFORMATION Demand St Cover Manufacturer 13 Q . $S GPM I Model Nu y, sz 175-4A, TDH ift Friction Loss Syste s TDW Ft 11 'F5. 37 at,re Forcemain Length ~J Dia.-~~ Dist. to Well SOIL ABSORPTION SYSTEM Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth BEDITRENCH Width DIMENSIONS °f 5 Z_ f n JAIA ®@" SETBACK SYSTEM TO p/L BLDG WELL LAKE/STREAM LEACHING ManufacturgL:~ ~/d CHAMBER OR INFORMATION Type Of System: g+ ~Z+ r UNIT Model Number: L 1 d w, fJ~ DISTRIBUTION SYSTEM e~-~- x HoleSpacing vent to Air Intak ©~~e,(✓~o.~ HeaderlManifold / i Distributions x Hole Size Length ~ Dia Length Dia Spacing ` SOIL COVER x Pressure Systems Only xx Mound or At-GradexSSeeded Sodded xx Mulched ✓ / Depth Over Depth Over xx Depth of No Yes No z- Bed/Trench Center , L Bed/Trench Edges Topsoil Yes N T COMMENTS: (Include code discrepencies, persons present, etc.) Inspection / Inspection #2: Parcel No: 33.31.19.434E Location: 406 41 st Street SOMERSET, WI 54025 (SW 1/4 SE 1/4 33 T31 N R1 9W) NA Lot 11 ~o 1.) Alt BM Description 2.) Bldg sewer length Xi_'5 ~GGG D• 5L ~M„~clll~ +s 5 -amount of cover = Plan revision Required? Fs Yes No Use other side for additional information. Date Insepctor sr gnatur Cert. No. , SBD-6710 (R.3197) ~ County _ Safety and Buildings Division ` m ; - Ck0/ v 201 W. Washington Ave., P.O. E~QA 716~-.ti .~itary Permit Number (to be filled in by Co.) ,$P rl Madison, WI 53707-716 /o ~ro,s 55(o332- 4 Number SanitaryPermit Application State Tra In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental ~f/-rl-" is required prior to obtaining a sanitary permi submitted Note: Application forms for state-owned POWTS are -Pr Address (if differ `Snt~ mailin address the Department of Safety and Professional Servies. Personal information you provide may be used for secondary 0 Co ~ purposes in accordance with the Privacy Law, s. 15.04 1)(m , Stats. 1. Application Information - Please Print All Information 5, 4 Property Owner's Name Parcel # 1-=vr A Ivl O OMAIJ l E PN'Z 03 - 0511 -60 -000 Property Owner's Mailing Address Property Location Y3 /-/0(0 r5TA?CCT Govt. Lot City, State Zip Code Phone Number SW '/4, ~ y4, Section .33 SI !O Z- circle one ©iti1 c~~st / v v 1 T 31 N; R Eo>o U. Type of Building (check all that apply) Lot # I Subdivision Name 1 or 2 Family Dwelling -Number of Bedroogis J El Public/Commercial - Describe Use Block ❑ City of CSM Number ❑ Village of ❑ State Owned -Describe Use Town of S a ►"V1 L IQ$ ~ Z Y Z &,-& Ge115 w 7.5+7.5 403z-ol 0.31-7 III. Type of Permit: (Check ofily one box on line A. Complete line B if applicable) A. ❑ New System Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) List Previous Permit Number and Date Issued B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New Before Expiration Owner W. Type of POWTS System/Component/Device: Check all that appi Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in, of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis rsaUTreat ent Area Information: Design Flow (gpd) Design Soil Application Rat sf ) Dispersal Area Required (sf) Dispersal Area Proposed System Elevation'T _ 8 7 00' /so Q (a 7S C 75~ T z = 85: 4/0 VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units D / e New Tanks Existing Tanks a i/ ld /d,C ~+74G~j v n w 3 a Septic or Holding Tank /000 Q Q 0 2,000 t 1 C ~~/w^ Dosing Chamber VII. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Pl=bcri re MP/M PRS Number Business Phone Number Sa)>v 5c. i4r~l I CT c r ZZ376O 7x 760 - al/$ Plumber's Address (Street, City, State, Zip Code) _ 4 C/ VI oun /De artment Use Only Permit Fee Date I sued Issuing t Signature Approved q ❑ iven Reason r Denial $7~" /L II{. for Disapproval Condi " asons AIl'~f~!'ig01!It i. Septic tank, effluent filter aria dispersal cell must aH be Wvlces l maintained as per management plan provided by plumber. 2. AN se$aick requifemetltss must be.maintainad Par 004" dodo / or(fints: 80 Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 111 inches in size SBD-6398 (R. 11/11) PLOT PLAN N Project Name: Kevin & Connie Putz Legal Description: SWIM, SWIM, S33 T31 N, RI 9W P.I.D: 032-1091-60-000 Subdivision Name: CSM 01-0131 032-75 Lot 11 SCALE: 1" = 50' Township: SOMERSET Parcel Size: 5.0 Acres County: ST. CROIX System Elevation: T1=87.00' Proposed 75' EZ Flow Trench Slope: 18% T2=85.40' Proposed 75' EZ Flow Trench A BM1 Elevation: 100.00' To of lowest retaining wall BM2 Elevation: 89.71' To of 2" PVC Pie Finch h Sch 40 -ASTM D2665 Backhoe Pits: 3034 - ASTM D3034 Geotextile fabrics to meet requirementsof Table TANK SCHEDULE 384.30-12 1 Existing 1000 gallon septic tank 2 Proposed 1000 gallon septic tank w/Pol lok 525 NOTE: See page 11 for a more complete lot of the parcel. WELL P R I V E 3 grUeocm p-! o tl 5 6R~~6E kX;s; itJCy iDOOGNL, t 5='2 W ) Coo GAt 5, T, SM~, ' \ vJ~~oL~l Lak 5-7 a. a t3 - Bt+2- ~ I; :J 2- Ll .-j l~ t~ 4 f' 5rr~r r~?' CONVENTIONAL COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Putz 3 Bedroom Septic System Owners Name: Kevin & Connie Putz Owner's Address 406 41st Street Somerset, WI 54025 Legal Description: SW1/4, SW1/4, S33, T31N, R19W Township Somerset County: St. Croix Subdivision Name: CSM 032-0131 032-75 Lot Number: 11 Block Number Parcel I.D. Number 032-1091-60-000 Plan Transaction No. Page 1 Index and title Page 2 Plot Plan Page 3 System Sizing & Cross Section Page 4 Septic Tank Specifications Page 5 Effluent Filter Information Page 6 & 7 Management and contingency plan Page 8 Septic Tank Maintenance Agreement Page 9 EZ Flow Information Page 10 Warranty Deed Page 11 CSM Page 12-14 Soil Evaluation Report Designer: John Schmitt Licnese Number: MPRS 223760 Date: 9/10/2012 Phone Number: 715-760-0486 Signature: In-Ground Soil Absorption Component Manual Version 2.0 SBD-10705-P (N. 01/01) Page 1 of 14 PLOT PLAN N Project Name: Kevin & Connie Putz Legal Description: SW114, SW114, S33 T31N, R19W RID: 032-1091-60-000 Subdivision Name: CSM 01-0131 032-75 Lot 11 SCALE: 1" - 50' Township: SOMERSET Parcel Size: 5.0 Acres County: ST. CROIX System Elevation: T1=87.00' Proposed 75' EZ Flow Trench Slope: 18% T2=85.40' Proposed 75' EZ Flow Trench A BM1 Elevation: 100.00' To of lowest retaining wall BM2 Elevation: 89.71' To of 2" PVC Pi 4 inch Sch 40 -ASTM D2665 Backhoe Pits: 4 inch 3034 - ASTM D3034 Geotextile fabrics to meet requirementsof Table TANK SCHEDULE 384.30-12 1 Existing 1000 gallon se tic tank 2 Proposed 1000 gallon se tic tank w/Po lok 525 NOTE: See page 11 for a more complete lot of the parcel. WELL PRlvc cUQooM 8 3 I i-I o U 5 6A 126E tXis ; ,CIO i0DOG1+Lt 5==r % $M~ 2 NEVJ ) 0DO GAL Sa ~ ' w P )La LE k 5- 7-5 A1_ - a. q0 - - ® T7- -63 BMz 86 - - _ 2 V WSJ i~ LU Ft ~ ylsT SrRr ~T SOIL ABSORPTION SYSTEM DETAIL / GRAVELLESS LEACHING UNIT Project Name: Kevin & Connie Putz Replacement Septic System 2 No. of Cells 7.5 Per Cell 3 ft Cell Width 15 Total No of EZ1203h 75 It Cell Length 375 sy ft EISA Per Cell 3 It Cell Spacing 750 sy ft Total EISA Manufacturer Model Laying Length EISA Rating Infiltrator EZ1203H-5ft 5.0' 25.0 EZ1203H-10ft 10.0' 50.0 Gravelless Leaching Unit Manufacturer: Infiltrator Gravelless Leaching Unit Modell: EZ1203H Typical Cross Section Finished Grade 89.9 ft Observation Pipe with approved cap or vent ■ a Soil Backfill 36 in Geotextile Fabric 85.4 ft Infiltrative Surface 12 in 0 _ _ _ 80.1 ft Limiting Factor A . . . . . . . . . . . . . . . . . . . . . D. . >36 in 7 Slotted and Anchored Vent/ 80.1 Observation Pipe with Cap r Plumber/Designer Signature: License 223760 Date: 10-Sep-12 Page 3 D z X N D rn m K 61" 86" z c > 42" 0 z M M 0 m I / UP 41" I / 1 W 4" CAS X r D I. 0 3" 36" 4" I D o I r D ~ D UP 38" ` n r r O / . I0" 4" CAS MM N v I X m C c ~ m -0 0N- ? D °C :ODD z ° 39" 0<0 D -4 KFD -4 mDr I O M D N 1.10 > ADO r M x;u C-) X D z 0 m C ° z z z O 0 z r ° ;a ~K mD z~z O nco 0 ^9> 0-16> ~r*1 UO OD0 Z cm° v" moo ° Fcn m ~F'D > 3 ~c)° zo°g ° iii o~cZn N my oM :1 DMZ D m00 mD0 5~ 5.4 0.. -4 > ym D r x n ~V) =~Nj° mzao n LO r z c)N C r, Q A z Ox- N2~ 1 Fl a-8M ~=Nf A zc) _So 2 DO -4 m nDm v~r*1 m\ 0 r- m N DNS N 1 0~ ~0~ ~m 0 v a v cN , az~ ° c Z o) D D 0 v a z o0D ~D r5+ m ~m~ j m w~°0oc.) 20 C13 (A C/) z r 0 m z W n < rz*1 z ~m D mD rN,iO v ~ o v Z n W s r*1 o y 0 r 0> ccn, M; D z -0 OD v m ~o Z n rn -0 z C Of Z zap m 0 0 ~ T Dv I~*1 D D 100;0 i~0 ° 0 O r O -1 m 'p o Z 70 m W -5 ?p c v 2 1 ~ c ov 2 0 D N 0 r 0 R1 0 f~1 r N M Z - X ~*1 2 F \ N WLP1000-MR M DRAWN BY: SME SCALE: 1 4"=1'-0" PRE-POUR: ° 4 SEPTIC MANUAL MISER cNINETE REV. \ W3716 US HWY 10 MAIDEN ROCK, WI 54750 DATE: JANUARY 2010 DATE:. POST-POUR: z ° REVISED JAN. 2010 800-325-8456 FlLE: wvlaaa-+e Page 4 • o Filters PL-525 EFFLUENT FILTER (COMMERCIAL) Polylok, Inc is pleased to add its new commercial filter to its existing line of quality effluent filters.The PL-525 is rated for over 10,000 GPD Alarm PVC (gallons per day) making it one of accessibility -F--__._~ Accepts ha the largest commercial filters in its extension n handle class. It has 525 linear feet of 1/16" filtration slots. Like the Polylok PL-122, the new Polylok PL-525 has an automatic shut off ball installed 525 linear feet with every filter. When the filter is of 1/16" removed for cleaning, the ball will filtration slots Rated for over float up and temporarily shut off 10,000 GPD the system so the effluent won't leave the tank. No other filter on the market can make that claim! Accepts V & W' SCHD. 40 Pipe PL-525 Maintenance: The PL-525 Effluent Filter should operate efficiently for several years under normal conditions before requiring cleaning. It is recom- mended that the filter be cleaned every time the tank is pumped or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter needs servicing. Servicing should be Gas deflector done by a certified septic tank Automatic shut-off pumper or installer. ball when filter 1. Locate the outlet of the U.S. Patent No# 6,015,488 is removed septic tank. 5,871,640 2. Remove tank cover and pump tank if necessary. PL-525 Installation: 1. Locate the outlet of the 3. Do not use plumbing when septic tank. filter is removed. Ideal for residential and com- 2. Remove the tank cover and 4. Pull PL-525 out of the housing. mercial waste flows up to pump tank if necessary. 5. Hose off filter over the septic 10,000 Gallons Per Day (GPD). 3. Glue the filter housing to the tank. Make sure all solids fall 4 or 6 outlet pipe. If the filter is not centered under the bads into septic tank, access opening use a Polylok 6. Insert the filter cartridge back Extend & Lok or piece of pipe into the housing making sure to center filter. the filter is properly aligned and 4. Insert the PL-525 filter into completely inserted. its housing. 7. Replace septic tank cover. 5. Replace the septic tank cover. i Page 5 POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page-of FILE INFORMATION SYSTEM SPECIFICATIONS Owner: Fieldstone Family Homes Inc. Tank Manufacturer: Unknown F NA Permit # r Septic E Dose E Holding Volume: 1000 gal DESIGN PARAMETERS Tank Manufacturer: Wieser Concrete F NA Number of Bedrooms: 3 r NA E Septic E Dose E: Holding Volume: 1000 gal Number of Public Facility Units: f" NA Vertical Distance Tank Bottom (s) to Service Pad: ft Estimated (average) Flow: 300 gal/day Horizontal Distance Tank(s) to Serivce Pad: ft Design (peak) Flow = estimated x 1.5: 450 gal/day Specific servicing mechanics must be provide if vertical is>15 feet or if In Situ Soil Application Rate: 0.6 gal/day/ft2 horizontal is > 150 feet. Specific instructions to be provided on back. Standard Domestic Influent/Effluent Monthly average Effluent Filter Manufacturer: Polylok F NA Fats, Oils & Grease (FOG) 530 mg/L Effluent Filter Model: 525 Biochemical Oxygen Demand (BOD5) 5220mg/L r NA Pump Manufacturer: NA Total Suspended Solids (TSS) 5150mg/L Pump Model: High Strength Influent/Effluent Monthly average Petreatment Unit Fats, Oils & Grease (FOG) 530 mg/L Manufacturer: Biochemical Oxygen Demand (BOD5) 5220mg/L NA r Mechanical Aeration r Peat Filter NA Total Suspended Solids (TSS) 5150mg/L r Disinfection r Wetland Petreated Effluent Monthly average r Sand/Gravel Filter r Other: Biochemical Oxygen Demand (BOD5) 530mg/L Soil Absorption System Total Suspended Solids (TSS) 530mg/L X NA If In-Ground (gravity) r in-Ground (pressure) r NA Fecal Coliform (geometric mean) !5104cfu/100m1 r At-Grade r Mound Maximum Effluent Particle Size: Ya in dia. F N r Drip-Line r Other: Other: F Other: F NA MAINTENANCE SCHEDULE Service Event Service Frequency When combined with sludge and scum equals one-third of tank volume Pump out contents of tank(s) When the high water alarm is activated month(s) Inspect condition of tank(s) At least once eve : 3 V year(s) (Maximum 3 ears) r NA r month(s) Inspect dispersal cell(s) At least once eve : 3 g year(s) (Maximum 3 ears) r NA r month(s) Clean effluent filter At least once eve : 1.5 R year(s) r NA month(s) Inspect pump, pump controls & alarm At least once eve : r yew(s) r NA r- monm( s Flush laterals and pressure test At least once every: r year(s) NA month(s) Other: At least once eve : r year(s) r NA Alternate drainfields Rest old drainfield for 5 years, then alternate drainfields annually MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Insepector; POWTS Maintainer; Septage Servicing Operator (pumper). Tank inspections must include a visual inspeciton of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and a check for any back up or ponding of effluent on ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicated a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumualtion of sludge and scum in any treatment tank equals one-third 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 Admininistrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, petreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 30 days of completion of any service event. (Rev.2/05) Page 6 Page of START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products, solvents or other chemicals or sediment that may impede the treatment process and/or damage the soil dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During extended power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose and may overload them resulting in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring 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. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area 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 performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) discharge; 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 be 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, pits and other soil absorption systems 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 been, or must be taken, to provide the opportunity to obtain a sanitary permit for a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at the time of their permit issuance. ❑ A suitable replacement area is not available due to setback and/or soil limitations. If the soil absorption system cannot be rehabilitated and barring advances in POWTS technology, a holding tank may be installed as a last resort. The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. WARNING: TREATMENT TANKS AND HOLDING TANKS MAY CONTAIN POISONOUS GASSES AND LACK SUFFICIENT f OXYGEN TO SUPPORT LIFE. NEVER ENTER A TREATMENT TANK OR HOLDING TANK UNDER ANY 'A CIRCUMSTANCE. DEATH MAY RESULT. ESCAPE OR RESCUE FROM THE INTERIOR OF A TANK IS VERY DIFFICULT. ADDITIONAL INFORMATION: POWTS INSTALLER POWTS MAINTAINER Name: John Schmitt Name: John Schmitt Phone: 715-760-0486 Phone: 715-760-0486 SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name: Owners Choice Name: St. Croix County Zoning Phone: Phone: 715-386-4680 This document is intended to meet minimum requirements of Ch. Comm 83.22(2)(b)(1)(d)&(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. Use of this document does not guarantee the performance of the POWTS. Page 7 Installation Instructions for EZ tpZU'" EZflow Systems in Wisconsin by INFILTRATOR Wisconsin Department of Commerce, Safety and Buildings 5. The Absorption area (SF) necessary for a given site shall Division, has reviewed the specifications and/or plans for this be sized based on maximum daily sewage flow (GPD) and product and determined it to be in compliance with chapters the Permeability for the site. If certain criteria is met, the Comm 82 through 84, Wisconsin Admin. Code, and Chapters EISA sizing can be used in Wisconsin, resulting in a 40% 145 and 160, Wisconsin Statutes. All sites must meet the Site smaller drainfield. & Soil Conditions & Locations & Isolation distances as noted in local regulations. 6. Place EZflow bundle(s) in the EZflow configuration ap- proved by system design permit specified for the particu- The approved products are 1203H (3-12" bundles with pipe in lar site. The top or center-most bundles containing pipe center bundle in 5' or 10' lengths) and 1203HP (3-12" bundles are joined end to end with an internal pipe coupler. Any with pipe in each bundle in 5' or 10' lengths. additional aggregate only bundles that may be required, should be butted against the other aggregate-only bun- A single pipe bundle contains a four inch perforated pipe sur- dies and do not require any type of connection. rounded by EPS aggregate and is held together with poly- " ehtylene netting. A single aggregate bundle contains aggregate 7. The top of each GEO cylinder contains a fitter fabric pre- only and is held together with polyethylene netting. manufactured in between the netting and aggregate. The fabric is inserted to prevent soil intrusion. The installer Materials and Equipment Needed shall make sure the the GEO is positioned upward and is • EZflow Bundles in contact with the fabric contained in the adjacent cylin- • EZflow Geotextile Fabric der before backfilling. • EZflow Internal Pipe Couplers ; • Pipe for Header and Inlet 8. The EZflow Drainfield Systems should be installed in a • Backhoe/Excavator level trench in all directions (both across and along the trench bottom) and should follow the contour of the ground Installation Instructions surface elevation (uniform depth), with all continuous The instructions for installation of EZflow products are given adjoining 10-foot cylindrical bundles placed end to end, below. This product must be installed in accordance with state ; with central bundle distribution pipe interconnected, rules defined in chapters Comm 82 through 84, Wisconsin Ad- without any dams, stepdowns or other water stops. ministrative Code, and Chapters 145 and 160, Wisconsin Stat- ; utes, as well as the local health department's current design 9. The trench top shall be graded such that water will not manual. pond. Backfill should be seeded or sodded immediately • after completion to reduce erosion. 1. After the local health department has determined sizing, configuration, and layout for the EZflow systems, stake 10. EZflow EPS bundles are flexible and can fit in curved or mark with paint the location of trenches and lines. Be trenches as may be necessary to avoid trees, boulders, or careful to set correct tank, invert pipe, header line or dis- other obstacles. tribution box and trench bottom elevations before instal- lation of pipe bundles. 11. EPS aggregate is lighter than water, therefore, it might be expected that natural buoyancy forces would tend to 2. Remove plastic EZflow shipping bags prior to placing cause EZflow assemblies to float out of ground when bundles in the trench(es). Remove any plastic bags in the ponding occurs. Field experience has shown, however, trench before system is covered. that this is not a problem when systems have a minimum of 6" of soil cover as recommended by manufacturer. 3. This product must have geotextile fabric that meets re- quirements of s. Comm 84.30 (6) (g), Wis. Adm. Code, : installed directly on top of the product and extending 1203H-GEO down along the sides of the product to a point at least six inches from the bottom of product. Geotexule Barrier Material 4. When installed in a trench, the trench should be dug to a width of 36 inches. This not only saves labor in excava- : 12" ton, but also provides better load-bearing capacity after backfilling is complete. Page 9 b DOCUMENT rN(D. 1 STATE t3ACt OF s7srO:tiSRs-F0121E 2. - WARRANTY C DEEa7. _ ~'C7 ai~(1 VOL 6:1 SP.sCf R_St'4:sEC FOR a_~CORVING VAa S' - John B. Vomela,r~'" Grantor R---'c L fC r Record this _ Kevin L. Putz and Connie J. Putz, zxay°f C °--A-D. iQ 79 conveys and warrants to t husband and wife as joint tenants 9:00 ,A Grantees r ti - aCTirAN ro - the following described real estate in St. Cr01X_--_-._ Counry, d State of Wisconsin: Tax Key No. C Lot 11 of the certified Survey Map in Volume 1, Map 131 in SE4 of SE; of Section 32 and SWh of SW; of Section 33, all in T31N, R19W, together with a 1/9th interest in the private road abutting said lot. TRANSFER FEE Y Q This is nOt homestead property. u (is) is not) C Exception to warranties: Dateath;s _ 24th aay of Sep tember 19 79. (SEAL) =---(SEAL) - hn B. Vomela u -(SEAL) - - (SEAL) is E r AUTHENTICATION ACKNOWLEDGMENT Signatures authenticated this N/A play ei STATE OF wtsafL baw Mi.nnes9ta. 14_ ss. Ramsey ----County. S N/P. Persr-rally came before me, this -?-4 t h da; of . _S e l7 tet1Lb' r-`_- the above named, John B TITLE: MEMBER STATE BAR OF WISCONSIN Vomela (If not, authorized by §706.06, Wis. Scats.) This instrument was drafted by Hugh F. Gwin, Attorney to hie known to be the person--- who execu'ed the fore- going insirument and acknowI d ed the same. Gwin, Gilbert & Gwin Hudson, Wisconsin 54016 , (Signatures may be authenticated or acknowledged. Both are not necessary.) NotartPu c - RamGQy --County. i>iDs. MN ..Iv Commission is permanent. (11 not. state expiration date:.__-~! nntitiwwvvwr~ Iq--•i z MILFORD E .O©'N NOT r PtJOL1C-ARt Ne90-A tr :VWtNVV 'V\ V`vr. ✓.vY.r~^,:..:.^.~':. sep r+TV.OeEU-STATE BAR OF R'[SCONSIN. FORM NO -1970 327333 ST. Cthe ROI X COUNTY CERTIFIED Sfs Eof Y MAP P . vol. 1 Pale 131 Part of SE4 of the SE4 of Section 32, an in a SW', the SWQ o Section 33, all in T.31N. R.19W. 4th P.M. Somerset Twp., St. Croix County, Wisconsin. S B6°58'39"E . - - UN- 11.92' POINT OF BEGINNING 153.69' - - - 735.48' S 86049'46"E PLATTED Lgit~DS ~646~8„ 1/16 LINE `~~g\OZ `l 429.65' I/16 4LINE9• Rp~Z ~e+ 3 ,Lo 2 LOT 10 1w)_ w 0 pso F~~ 217,800.sq.ft. M 'V 8 C0 V) LOT 11 N 0s% LOT 12 5.00 Acres N_ ON c m 217,800. sq.ft. N m 217, 800. sq.ft. O ik LOT 9 a ~Oo~ oo - 5.00 Acres c W 5.00 Acres to~o-oMO ~0 224,943.84 sq. ft. 00•® ~Z ~2 ° y0 C.S.M. '0 5.16 Acres 2S29e1 06 `-011* X00, 2 0 o~ y C.S.M. 2 't \0~2 529. 55 X26 ~ " 311.52' 146.0'® 0 i8 N82°38'45"W Q S 87054'01"W m pR~ BEARING REFERENCED TO THE EAST LINE TON 32 S48020'55"W @ 117.07' SECTION CORNER L4~F E STABLISHEDFBYECE! COULTER C.S.M. /e-IRON PIPE FOUND A0 AS BEING N 00°38'23"- 326 3 _ 90 O 100 200 300 400 500 600 CURVE DATA SCALE 1 300' CURVE LOT RADIUS CENTRAL CHORD CHORD ARC ROAD NO. NO. ANGLE LENGTH BEARING LENGTH TOWN I - 2 4 366.00' t8°04 06" 114.94 N73°36'39'W 115.42' •---It/2"x24"IRON PIPE SET 3- 4 3 25.00 83057' 3d' 33.44' N40039' Sd'W 36.63' MIN. WT. 1.13 LBS./L.F. 4 -_5 3 80.00' 41020' 00 56-47' N 19°21 ' 07"W 57.71' PREP. BY DIRECTION OF: 5 - 6 2 80.04 138040'00' 149.70' S 710°38'53 W 113.b2' MEL TOBIN 1745 UNIVERSITY AVE. 6 - 7 I 80.00 BS°Sfi 12" 109.05' S41 ° 39' 13" E 119.99' ST. PAUL, MIN N PROJ. NO. 2375 FLO. BK. 5 PG 14-18 SURVEYOR'S CERTIFICATE 5/9/75 J.T. I, Forrest G. Robinson, a Registered Land Surveyor, hereby certify: that I have surveyed, described and mapped a parcel of land in the SW', of the SW4 of Section 33, and in the SE4 of the SE4 of Section 32, all in Township 31 North, Range 19 West, 4th P.M., Somerset Township, St. Croix County, Wisconsin described as follows: Commgqgp , !fmg at the southwest corner of said Section 33; thence, with the west line of said Section, N00°38123"E 1319.53 feet to the Point of Beginning; thence S86°49146"E 915.74 feet; thence S30°30'021'W 674.31 feet to a point on a curve; thence, on the chord of said curve, N73°36'3911W 114.94 feet, said curve being concave to the south and having a radius of 366.00 feet; thence N82°38'45"W 457.54 feet to a point on a curve; thence, on the chord of said curve, N40°39'55"W 33.44 feet, said curve being concave to the northeast and having a radius of 25.00 feet; thence, along the arc of a cul-de-sac Nally, SWly and SEly 291.32 feet, said cul-de-sac having a radius of 80.00 feet with a chord of S48°20'55"W 117.07 feet; thence S87°54101'rW 529.55 feet; thence N22°1212111W 712.89 feet; thence S86°58'39"E 901.09 feet to the Point of Beginning. Containing 20.16 acres more or less. Together with a 66.00 foot Private Road easement along the southerly part of the described parcel and extending SEly Sly to an existing township road. I further certify that I have fully complied with the provisions of er 236.34, Wisconsin Statutes in surveying and dividing the same. z 8'-7S~ ~-iGZr~ Date •~~u„rr Forrest G. Robinson R.L.S. 00707 0cori"S~ --t- 3 4 s 327333 FORREST G. F E D ROB NSON S-707 3 2~ * 1 AY 3O i!$~$ a BROOKFIELD, f+ Wis. J0 Volume 1 Page 131 w or D..'s C Oak ~O"`'~- ROBINSON a ASSOC. INC. k"*"' SUIR P.O. Box 498 OI 6 BALSAM LAKE, WIS. ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer K ✓110 14~o Il CO/VIVIi t ,DN% Z Mailing Address I-Ils S-,~t t S t~ Iti l 1 k-)S 6 T %O 2.Y Property Address J~ 4o l (Verification required from Planning & Zoning Department for new construction.) City/State Parcel Identification Number 1032--10cll ' 6 ~ D0~ LEGAL DESCRIPTION Property Location -51AJ 33 , T3/ NR /p Town of j Iti' l ,~S 4 T Subdivision Plat: , Lot # Certified Survey Map # , Volume , Page # Warranty Deed # (before 2007)Volume , Page # Spec house [I yes X no Lot lines identifiable Ayes C] no SYSTEM MAINTENANCE AND OWNER CERTIFICATION 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. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & 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 wastewater disposal 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 Planning & Zoning Department within 30 days of the three year expiration date. I Uwe 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 w anty deed recorded in Register of Deeds Office. Number of bedrooms 3 /I /i 2©/z -:7e- GN URE O APPLICANT(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 09/07) S_ c' 1135 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north avow, and location and distance to nearest road. Parcel I.D. / ~,rtvJt~ Please print all information. Reviewe y lj~~ Personal information you provide may be used for spudaugsRy Law, s. 5.04 (1) (m)). / Z A'(0 p Property Owner x roperty Location Putz, Kevin And Connie ClOvt. Lot SW 1/4 SW 1A S 33 T 31 NR 19 W Property Owner's Mailing Address L t # _ Block # Subd. Name or SM# 406 41 st St. LOT 10 Acre Parcel city a e i oded~t►dei~~Plu r City Village to Town Nearest Road Somerset WI 25 r: w - - Somerset 41 St St. New Construction Use: V Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD eplacement Public or commercial -Describe: Pare ma erial Outwash Flood plain elevation, if applicable na General comments and recommendations: Area is suitable for a conventional system with a 0.7 gpd/sgft rating. Possible system is 84.5' . Slope of the area is 18%. Boring # Boring / ✓ Pit Ground Surface elev. 91.50 ft. Depth to limiting factor -121 ire. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 1Oyr4/3 none sl 2fsbk mfr gw 2f .9 2 9-21 1Oyr4/4 none scl 2msbk mfr gw 1f .4 .6 3 21-39 7.5yr4/4 none scl 2msbk mfr gw .4 .6 4 39-60 1 Oyr5/4 none Is 1 msbk mvfr gw .7 1.2 5 60-121 1Oyr5/6 none ms Osg ml .7 1.2 .S rt 12,6 ❑ Boring # Boring be Pit Ground Surface elev. 91.17 ft. Depth to limiting factor >1 18 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 1Oyr3/3 none sl 2mgr mfr cs 2f .5 .9 2 9-22 1Oyr3/4 none sl 2msbk mfr cw 1f .5 .9 3 22-42 1Oyr4/4 none sl 2msbk mfr gw .5 , 1,p .9 4 42-74 7.5yr4/4 none sl 2 sm bk mfr gw .5 .9 5 74-118 10yr5/4 none ms On ml .7 1.2 ~p.a~ ft to * Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluen~A2 = B 5 <30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 586 Valle View Trail, Somerset, WI 54025 7/30/02 715-549-6651 ti. Property Owner Putz, Kevin And Connie Parcel ID # Page 2 of 3 7 Boring # Boring Pit Ground Surface elev. 88.41 ft. Depth to limiting factor >100 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots : in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-12 1Oyr3/2 none sl 2mgr mfr gw 2f .5 .9 2 12-21 7.5yr4/4 none scl 2fsbk mfr gw 2f .4 .6 3 21-35 1Oyr4/4 none sl 2msbk mfr gw .5 .9 4 35-100 1Oyr5/6 none ms Osg ml .7 .9 .lJ ~7 3 b ❑ 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 PD z in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ 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 P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent*2 = BOD5 < 30 mg/L 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 -A oft-t. f -l nlnocw nr,n#~~♦..th. A-t.., l .t Ann-')Af_11 G1 - TTV 6l12_7AA_R777 i P 17Z rf~` G~ 3I(,SZ` .r.; h~ (f4xv," r b ; 771 tr),- fs/ ; J, 5c'4 ~ s--~, ~ Z S`?~o a r - X7/0 5-Yf-6 6~-/ ~n-ri+S ~,o a SiM-u> c-~-f J Wisconsin Department of Industry, SOIL AND SITE E V A L T Page of 3 Labor and Human Relations Division of Safety & Buildings in accord with ILHR 8 . is. Ad*Code R Attach complete site plan on not less than 8 1/2 x 11 inches in r flan must incl d but OU I. ~r paper CEL I.D. # not limited to vertical and horizontal reference point (BM), direction at ~f sl,~pEoc@e~r 1995 o O dimensioned, north arrow, and location and distance to nearest road. 32-/09i- 70 ST C~*;Czx APPLICANT INFORMATION LEASE PRINT ALL INFORMA ;QTY V D G DATE r~ PROPERTY OWNER: V_09~RTY LOCA 4 44 'D0V(r ua'ru ~1/4,S33T N,R If' E42 PROPERTY OWNER':S MAILING ADDRESS LOT # # SUED. NAME OR CSM # / 74rA /6E. Gins T # 30e iz rS,0 32 7 33 3 00/ / P l3 CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE WN NEAREST ROAD ~,ub--To.v 5soz (~i~ S/ ~~~7 SotiF .s~T H~• P~~ / sT sT' . New Construction Use [ Residential I Number of b6drooms ? [ J Addition to existing building j ] Replacement [ ] Public or commercial describe Code derived daily flow & 00 gpd Recommended design loading rate bed, gpolft2 trench, gpolft2 Absorption area required bed, ft2 trench, ft2 Maximum design loading rate bed, gpd/ft2 - trench, gpd/ft2 Recommended infiltration surface elevation(s) S.e.0- PG . 3 ft (as referred to site plan benchmark) Additional design / site considerations ZISZ' 1-6AJ G- AJAP IP 0 L3 T IP C AJ Cittl S " cOPv~D IV-0 S/O/a-e Parent material SC. / 540WS 4 5 (~'O C 2-- Flood plain elevation, if applicable ft 5 7 L=U Suitable for system C I~CEWIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK S Unsuitable fors stem C5 O U S GAS U [I S ❑ S ❑ ~X«r~ OIL DESCRIPTION REPORT ~'r~~'TSiv~ S/ate ~ ~Z o)o ov r~0 117- law:- i°i9l~E Sf STEM-r S Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bou day Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed tench Yoe ~//3 -5 'hi /M Vj~e !5F5 2-F 7 R 1-5 IF 2- V7-37 e.5 .7 . G Ground 3 - D 7S '/k 3 I.-w /jmf R Q S -57 elev. ~o C/ 71 ft. l iyy, f Depth to Q- ~e ~~6 rtl~itZ~ht°D ~,fs / nM ct ,c . S , limiting r ~J~//~ ✓1~7 S . S' c~~ -C i factor rr Remarks: Boring # )o Yle 31,L r Z a o- o y s/ /-fsbk 7.-f-4 cs rf . s a t 3 24,*iS6 441A . 5 Ground `s elev. ga ft. Depth to limiting factor n > !~EQ Remarks: CST Name:-Please Print ~a ~F_ IQ r u LI3 P \ G kT Phone: ~~J Address: Signature: Ulbricht & Associates Date: CST Number: Private Sewage Consultants 655 O'Neil Rd. Hudson, Wis. 54016 ORIGINAL ~L PROPERTY OWNER 11'hA05f S /S SOIL DESCRIPTION REPORT Page 2- Of 3 PARCEL I.DA /0 T - C . 3.2 7333 P01, / P J. (31 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed ranch /O ► 31-1- S / ufi~ S 7 D- 441 5S 75 151 Ground 7, 5 ~S S rwWfP, elev. /0 3 ~ ft. Depth to limiting factor Remarks: Boring # ~S l1iP ivn vf/~ Z ~o y/ .S/ /f sd,~ ~lvr'f R s l)t S Ground ft. Depth to D /D ~ ~S ~ S M^~ ~ , S • 6o limiting fa Remarks: Boring # Ground „ f ~cr S~'1 elev. S . S ? ~ ft. /4 0 lC'z~ 75 M Depth to limiting factor Remarks: Boring # Ground elev. ft Depth to limiting factor T-1 Remarks: con ooonio ncmn Q~ - i~ fo~p~d • s /~i SST ~ ~ 4 sja - ~v ~ 20 p ~2 . Fps o~ VI q I\ o s ~ Scat 30 I S 0 6~Es TED TP GG~ 61tLml io-os " P / Z/Sf 3 "r P£N a.J S S 'X ~d ; _ ca~v~v o,~ ,s/o~b~ ~.5 .P~qv• ~P~p ~ 4,A I' loco t 15 1--e T~'A>usFo~P~.r~ %Stv GoT- • - y4 i ~---J % `l/ wooo / G 7/7 I 327333 ST. CROI X COUNTY CERTIFIED SURVEY MAP N0. Vol. 1 Page 131 Part of the SE', of the SE4 of Section 32, and in the SW'4 of the SW'4 of Section 33, all in T.31N. R.19W. 4th P.M. Somerset Twp., St. Croix County, Wisconsin. S 860 58'39 E UN - 92' POINT OF BEGINNING 153.69 - - S 86049'46"E PLATTED -L!4NDS N 735.48' 6g'76,16" 1 /16 LINE 5 04 429.65, 486.09' - 1/16 LINE OIL 6, -3 ~w'JO~ 620 2- LOT 10 S'6`o 7> 217,800.sq.ft. M ° p kn LOT II iv LOT 12 / ~6.• 5.00 Acres c°v v o 217,800. sq.ft. N ^ 217,800. sq.ft. LOT 9 2~00~ , co o - 5.00 Acres c 5.00 Acres 0M~ 224,943.84 sq. ft. OO" © Z \~2 O 2 C~ C.S.M. 'N,, 5.16 Acres 2g 81 \g~ ° oo`\ Oti co C.S.M. 3 y0 2 0 2 S00 6 Q ` 311.52' o> CO \\O00rO 529.55 26146 . 146.0 ®000 c0 N82°38'45"W Q S 87° 54'01" W © P&111 BEARING REFERENCED TO THE EAST LINE T 32 S48020 SS W t7 117.07' SECTION CORNER QESTABLISHEDFBYECEIOCOULTE C.S.M. /IRON PIPE FOUND Po AS BEING N 00038'23"E %(3 2fi 3 - _ 90 O 100 200 300 400 500 CURVE DATA SCALE 1"= 300' CURVE LOT RADIUS CENTRAL CHORD CHORD ARC TOWN ROAD NO. NO. ANGLE LENGTH BEARING LENGTH - I - 2 4 366.00 18004' 06' 114.94' 14 73° 36' 39'W 115.42' _ _ 1 1/2 % 24" IRON PI PE SET MIN. WT. 1.13 LBS. /L.F. 3- 4 3 25.00 83°57' 36' 33.44' N40039' 55'W 36.63' 4 - 5 3 80.00 41°20' 00' 56.47' N 19°21'07 W 57.71' PREP. BY DIRECTION OF: MEL TOBIN 5 - 6 2 80.00 138°40 00' 149.70' S 70038'53•W 113.62' 1745 UNIVERSITY AVE. 6 - 7 1 80.00 85956 12' 109.05' S41°39' 13'E 119.99 ST. PAUL, MINN PROJ. NO. 2375 FLD. BK. 5 PG 14-18 SURVEYOR'S CERTIFICATE 5/9/75 J.T. I, Forrest G. Robinson, a Registered Land Surveyor, hereby certify: that I have surveyed, described and mapped a parcel of land in the SW-, of the SIT,, of Section 33, and in the SE, of the SEn of Section 32, all in Township 31 North, Range 19 West, 4th P.M., Somerset Township, St. Croix.County, Wisconsin described as follows: Comm7, g at the southwest corner of said Section 33; thence, with the west line of said Sectith, N00038123"E 1319.53 feet to the Point of Beginning; thence S86049146"E 915.74 feet; thence S30°30'02"W 674.31 feet to a point on a curve; thence, on the chord of said curve, N73°36'39"W 114.94 feet, said curve being concave to the south and having a radius of 366.00 feet; thence N82°38'45"W 457.S4 feet to a point on a curve; thence, on the chord of said curve, N40°39'SS"W 33.44 feet, said curve being concave to the northeast and having a radius of 25.00 feet; thence, along the arc of a cul-de-sac NWly, SWly and SEly 291.32 feet, said cul-de-sac having a radius of 80.00 feet with a chord of S48°20'55"W 117.07 feet; thence S87°54101"1N S29.SS feet; thence N22°12'21"W 712.89 feet; thence S86058139"E 901.09 feet to the Point of Beginning. Containing 20.16 acres more or less. Together with a 66.00 foot Private Road easement along the southerly part of the described parcel and extending SEly $ Sly to an existing township road. I further certify that I have fully complied with the provisions of C er 236.34, Wisconsin Statutes in surveying and dividing the same. S Z Fl-~S~" Date o'oay~~mooootsarrrf~~`a Forrest G. Robinson R.L. S.4 00707 32733.3 orfSs,~°eo 3 * s FORREST G. F I I, E D ® ROBINSON MAY 30197 67 BR00!tF1ELD, AAA" O, 0ltt -j 1k w15. o~4 Volume 1 Page 131 ~ of Deed# •S7 'a ~©O~ 1y~ppar~ Y' ~ ,'~j'''•••y~••••!~`ae~ ROBIN SON & ASSOC. INC. tr6 01f, `~p3 P. O. BOX 498 01 BALSAM LAKE, WIS. L