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191-1020-20-200
Wi-consin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division f r % .. INSPECTION REPORT sanitary Permit No: 405024 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 X Village Township Parcel Tax No: Parent, Scott Village of Wilson 191 - 1020 -20 -200 CST BM Elev: Insp. BM Elev: BM Description: OD 004 _7XV14 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark �t/�� q /0n0 p 10 3 3 .31 �a�.� 0o Dosing Alt. BM 1 , * Aeration _ Bldg. Sewer /3 xi 5 11 1a Holding St/Ht Inlet V7 TANK SETBACK INFORMATION St/Ht Outle TANK TO .5 P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Dosing eader /Man.� Aeration Dist. Pipe OY 41' 3 2 TX J Holding Bot. Sys b.s8 .9 x.31 4. 4 0, ^/ -/ Final Grade PUMP /SIPHON INFORMATION (ice d4 -- -�, t Q } �, „( �' • S Manufacturer Demand t over =h=Lju� G I . - Model Number ` o r j (o �f - rv� TDH Lida + A Friction L s Sys m Hid T7 • t (j g Forcemaln 1Len�th r Dia. M Dist. t_o_Well /`� / i SOIL ABSORP I STEM (/ DIMENSIONS Width Length No. %f TrP,pch PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ' r �Qi SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEAC G Manufacturer: INFORMATION C M R OR NIT Type Of System: Jn� �/ /,, \ Model Number: DISTRIBUTION SYSTEM ►n wr'd /�'_ - r�'vcsr►, S Header /Manifol Distribution h x Hole Size x Hole Spacing Ve Air Intake n Pipe(s) S ' + tO /� /_ 4 S ..�.E Length � w 3 Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only h Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched e rench Center Bed/Trench Edges Topsoil I:; °p Yes j No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspef #1: / Inspection #2: Location: Unknown (SE 1/4 SW 1/4 35 T29N R15W) NA Lot Parcel No: 35.29.15.121B ' 1.) Alt Description = l^ � � � r o f t3 -1 2.) Bldg g s sewer length = � v !^��� -� 4'�` Y � k sl" y - amount of cover (C + M 3.) Contour = �'�`�� �'( s/ ���f?ro�. S.� +. ! d{/% Plan revision Required Yes Use other side for additional information. _ _ UGC /� j0 S S L- - - - -- - - -_ - -- -- Ate Insepctor's Signa re Cert. No. SBD -6710 (R.3/97) 57 +1 n I � 'LO[v y� IVJ Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 S� . Cf p� l visc l on - sin Madison, WI 53707 - 7162 Site Address De artment of Commerce ?'zz Sanitary Permit Application Sanitary Permit Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide C1 Check if Revision ®� may be used for secondary purposes Privacy Law, sl5.04 1 m I. Application Information - Please Print All Informati G 7a i 0 Qt i AAa (9 27.1 1 Property Owner's Name xi Property Owner's Mailing Address IX JL 0 U1 Property Location to 1� v ST. CROIX CO UNTY 14 SL� i6; S 35 Tay N R lb City, State Zip Code iWatftr Lot Number Block N .L • --Y-- o Subdivision Name CSM Number H. Type of Building (check all that apply) ❑City 1 or 2 Family Dwelling — Number of Bedrooms ❑ Public /Commercial — Describe Use " ❑Township � ❑ State Owned -H /h IC�.v11 , -ta. f_, st.e� NeslCSt Road x Ith •C) 3i S -Ll- III. Type of Permit: (Chedc only one box on line A (numbering scheme for internal use). Complete line B if applicable) A. 1 New 2 ❑ Re lacement For County use ,� p System 3 ❑ Replacement of 6 ❑Addition to S stem Tank Only Existing System B. ❑ Check. if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) 44 ❑ Non - Pressurized In- Ground 2111 Mound 47 ❑ Sand Filter au u constructed Wetland 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other V. Dispersal/Treatment Area Information: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate ystem Elevation Final Grade L� h Required Proposed Rate(Gals./Days /Sq.Ft.) (Min./Inch) Elevation �l5?� ��� ?.jam' 9�. ► g 48. �t �' VI. Tank Info Capacity in Total Number CC-CC Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing ;jlL7 Zvi, Tanks Tanks - Septic or4ialAi ante C 0 O l Dosing Chamber dSJ VII. Responsibility Statement- I, the undersigned, assume responsibility for tion of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's ignam a MP 1LS Timber' Business Phone Number Lj 01 Plumber's Address (Street, City, State Code) ,7�2 E el l ��zc� rn o rum 1 [ 5 z/ 7-S VIII. oun /De artment Use Onl Approved ❑Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Lssut'3g Agent Signature (No Stamps) Surcbgrge Fee) ) ❑ Owner Given Initial Adverse Determination ix. Conditions of A roval/Rew for Drsa rgyal pp nit �Cfi p � wvu P z� M , k " VYULe Attach complete plans (to the Count only) for the system on pa not less than 81A x 11 Inches In she SBD -6398 (R. 05101) (FLOG6 PL140J = �� w Safety and Buildings • ' V 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 MD #: (608) 264 -8777 ons n www.commerc ons www.wis .wiscongin.gov n.gov Department of Commerce Scott McCallum, Governor Philip Edw. Albert, Secretary April 04, 2002 CUST ID No.222839 A 777 . POWTS Inspector ZONING OFFICE JACK A BOWMAN ST CROIX COUNTY SPIA 2819 KNAPP ST 1 101 CARMICHAEL RD MENOMONIE WI 54751 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/04/2004 Identification Numbers Transaction ID No. 721091 SITE: Site ID No. 642721 Scott Parent/Davis Please refer to both identification numbers, 315TH St above, in all correspondence with the agency. Village of Wilson St Croix County SETA, SWIA, S35, T29N, R15W FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 835058 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 101) and the SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST (01/81) • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • Access to the filter for cleaning must be provided per Comm 84 product approval conditions. Maintenance COn(fiM information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. IkPPR( • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption R VEW OF area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the gE� CQREZE� requirements of Sec. 145.135 and 145.19, Wis. Stats. • i n i Arrangements for [ins ect o of the private sewage system installation is required. red. inspection shall be made with the p P P g Y q designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat • Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection b authorized representatives of the Department, which may include local inspectors. P P Y P P � Y P f , JACK A BOWMAN Page 2 4/4/02 Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /instal lation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 - Fee Received $ 175.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz@commerce.state.wi.us cc: Leroy G Jansky , Wastewater Specialist, (715) 726 -2544 , r r MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Parent / Davis Owner's Name: Scott Parent co CF/ Owner's Address: 670th 10th Ave. <140� Baldwin, WI 54002 As Legal Description: SE,SW,35,29,15W Township: Village of Wilson County: St. Croix Subdivision Name: N.A. Lot Number: 1 Block Number: N.A. Parcel I.D. Number: 191 - 1020 -20 -000 ID# 35,29,15,121 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Site plan Page 9 Attachments: soil test to state pla rally Designer: loretta/Jack A. Bowman License Number: MP 222839 V D Date: 03/28/02 Phone Number: (715)235 -4634 :oMMERCE AND jauILDINGS Signature: 'ZI:!1 'ONDENG Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SD &10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.0 (03/01/01) Page 1 of 9 APR -04 -02 02:05 PM P.02 i . i .I • l Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: sand fill (D ealculatiom maume a 300.00 Estimated Wastewater Flow (gpd) Table 8344 -3 in -situ soil treatmFnt for fec al t 1.50 Peaking Factor (e.g. 1.5 =150 %) conf of 36 Mmes 450.00 Design Flow (gpd) 6.00 Site Slope ( °�) 95.10 Contour Line Elevation (ft) 11,00 Depth to Limiting Factor (in) 0.50 In -situ Soil Application Rate (gpd /ft) Distribution Cell Information Dispersal Cell Length Along Contour (ft) = 4.59 Cell Width (ft) � c 1.00 Di spersal Cel! Design Load ing Rate (gpd/ft .,�.i Influent Wastewater Quality (1 or 2) Are the laterals the hig point in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) a Center or End Manifold 2.30 Lateral Spacing (ft) If N above, enter the elevation ft 2 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) (e.g. 0.25) 5.00 Estimated Orifice Spacing (ft) = 11.25 ft _2.00: Forcemain Diameter (in) ~ 120.00 1 Forcemain Length (ft) Does the forcemain drain back? 83.70 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 1.3 19.57 Forcemain Drainback (gal) 13.32 Vertical Lift (ft) tr' 88.56 5x Void Volume (gal) 1.26 Friction Loss (ft) 108.13 Minimum Dose Volume (gal) 19.13 Total Dynamic Head (ft) 21.54 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x r 1.00 1.50 x 1.25 2.00 1.50 x x 3.00 2.00 x 3.00 x m Gallonslinch Calculator (optional) Treatment Tank Information 650.00 Total Tank Capacity (gat) 1000.001 Se tic Tank Capacity (qal) 38.00 Total Working Liquid Depth (in) Weiser Manufacturer 17.11 galfin (enter result in cell 649) Dose Tank Information Effluent Filter Information 650-001 Dose Tank Capacity (gal) JZabel Filter Manufacturer 17.00 Dose Tank Volume (galfin) JA100 Filter Model Number Weiser Manufacturer Project. Parent / Davis Page 2 of 9 9PR -04 -02 02:06 PM P.03 i I i End Connection Lateral Layout Diagram Later aft Oftftted over the A & a dimens ♦ =Tur wupwtbalIva lye or ales naatplua r =F01r oamI n 1P cal If x — � I toles drlNea on th* Dattom or the lateru *Wai! spaced s don uia too or cross to manirald at 4ny point. LW I, 6 fare* math al Pve Seri 40 (pet COMM Table 84.30 -5) Number of Laterals 2 Orifice Diameter 0.156 in Lateral Diameter 1.50 in Orifice Spacing (X) 5.5 ft Lateral Length (P) 9$pp ft ✓ Orifices per Lateral 20 Lateral Spacing (S) 2.30 ft�-' Orifice Density 1125 ft' /orifice Lateral Flow Rate 10.77 9pm Manifold Length 2.30 ft System Flow Rate 1. m Manifold Diameter I 1.5011n Total Dynamic H ead ft Forcemain Velocity 2.20 ft/sec Dose Tank Information Locking cover with warning label end locking device and sealed watertight Electrical as per NEC 300 and ---- -- 11P - Comm 16.28 WAC Disconnect 4 in. min. Tank component is property vented F— Alternate owe( 'location Forcemain diameter Weiser Manufacturer 2 in. Capacityl 650.00 Gallons Volume 17.00 galfinch i A Weep We or anti - Dimension Inches Gallons B siphon device A 20 350 B 2.00 34.00 Ic _ Pu mp df e levation fl C 84 -45 D Oe 5 3 00 D Total wo b .0 Done tank elevation ft 3" Bedding urger tank. �- 83.70 Alarm ManuafactuA Alarm Model Num Pump Manufactur Model Num 0(J 1 S Pump Must Delivegpm at 19.04 ft TDH project: Parent / Davis Page 4 of 9 i 2 -0 C'a Ll Mound Svstem Maintenance and Operation Specifications - - Service Provider's Name Bowman Plumbing Inc. Phone I 715/235-4634 POWTS Regulator's Name St. Croix County Zonin Phone 715/386 -4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft' Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and tech 9& 1.5 ears Mound Ins for ndin and seepage once eve 3 ears Otherl Initial) effluent filter should be checked annual) Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished ............. o. ................ Grade \ 6-8" Diameter Lawn . . . . . . . Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Parent / Davis Page 5 of 9 i Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10691 -P (N.01/01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining 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 shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The opening condition of the septic tank and outlet filter shall be assessed at leas o every 3 ypars (� The outlet filter shall be cleaned as necessary to ensure proper operation. The fitter cartridge should not be removed unless provisions are 7trade to retain solids in the tank i may s oug e i er rom its enclosure. If the fitter is equipped with an alarm, the fitter shall be serviced if the alarm is activated continuously. Intermittent finer alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. Hawever, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent finer is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Colo weather installations (October - February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg /L BOD 30 mg/L TSS, 10 mg /L FOG, and 10 cfu/100'mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components became defective the tank or component shall be repaired or replaced to keep the system in proper opening condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal am if tee leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Parent / Davis Page 6 of 9 I • t� ,F .......0000 o� -sue Model BN53 BN /BE Models available packaged with a Pictured ^ A x W Stsdxes piggyback variable level float switch. SA " . "" wdMY (�o .3 H. P., 1 Ph., 115V or 230V. '0(AL �Y?dAM'C HE A PAL ?' Non-Clogging in vortex impeller design. M 111 1'r Passes 1 /2 inch solids (sphere). `" � r ` 1 NPT discharge. Automatic reset thermal overload protection. -7 r l Vet-5 0 Stainless steel screws. 5 y+ Cast iron switch case, motor and pump housing. i _5 <5 I 29 {' Engineered, glass-filled impeller with metal insert (Model 53). IQ t 1 Glass- filled polypropylene base. (Model 53). Model 57 all cast iron construction. 0096978 UL listed 3-wire 15 ft. standard cad. Cast iron mold, nouml, wv ho sag 8W „„, use Gfass4liled poy�popytene #"Po*r and base. ,. TdjY7Rt4.= '"y''�in,<, -.,. :- C ' �" model sr�e BNlBE Models available packaged with a Pchued piggyback variable level that switch. TOTAL DYNAMIC HEAD /CAPACITY '/2 H. P., 1 Ph., 115V or 230V. PER MINUTE Non- Clogging vortex impeller design. EFFLUENT AND DEwATERING Passes 1 /2 inch solids (sphere). MODEL 9e 60 CYCLE 1'/2" NPT discharge_ (1'/2" X 2" PVC adapter Feet Metes Gouons Liters fitting included with BN and BE models.) s t.s 72 273 Automatic reset thermal overload protection. 10 3.1 6t 231 Stainless steel strews, guard, handle. Is 4.6 .s 170 Watertight neoprene "O" ring between motor and pump 20 6.1 25 ss housing. Lock Va w. 21r UL listed 3 -wire 15 ft. standard cord. 0099 \j WPio+B avow* BN/BE Models available packaged with a piggyback variable level float switch. TOTAL DYNAMIC HEAD /CAPACITY Mo" M137 Durable cast Iron construction. PER MINUTE EFFLUENT AND DEwaTERwG Pd an� 1 & 3 Phase models available. (115, 200.208 & 230V -1 Ph). MODELS 137 (200 -208, 230 & 4WV - 3 Ph). Non- Clogging vortex impeller design. F1. Meters c01. 5 1.5 93 S52 52 Passes 5!8" solids (sphere). 0 11 79 199 1'/2" NPT discharge. (1'/2" X 2" PVC adapter is 4.6 64 242 fitting included with BN and BE models.) 20' 6.t 36. 136 Automatic reset thermal overload protection. 15 7.6 a 30 Stainless steel screws, bolts, guard, handle. La" Voh.. 26' UL listed 3 -wire 15 ft. standard cord. 00992 NOTE: No UL hstmq for 20&20&'1Pn Wraps of Q W■ ■■■ ■ ■■ ■ ■ ■ ■■ ■ ■ ■■ Oki ■■■ ■■■ ■ ■ ■ ■ ■ ■ ■■■ ■N ■■■ ■■■ ■ ■ ■ ■ ■■ ■■■ ■E ■■ ■■■ ■ ■ ■ ■ ■ ■ ■■■ n■ \ MEMO= ■ ■ ■ ■ ■ ■■■ �■ ■�■■■■■■■■■■■■■ ■i ON No ■1.\ NONE No 1■ ► \► \ ■ ■■ ■ ■ ■■■■■■■ ►`!tom \� 1 ■■■ ■ ■ ■ ■■■�■■ 0 ME ikl■■1'Ll ►■■■■■■■■■■■ ma►■11o■m■ ■■■ ■ ■■ ■■ a ll'allmom M■■■■■■■ W11 ■I■► �■■■ ■ ■■ up sl oi■■►O■■■■■■■ O■►w l \` ism ■ WINES ■■■ Uo■mRlI131, EM■■■■■■ ■u!` \I C \i 01 \ ■0 M■■ ■■■ = -� ■11� 04 113 ■■■V■■■■ 01.4 Q4; , ■A ■■ ■0101 ■ ■■ ■■►o1 m Ssm ■ ■W ■ ■■ ■■ ■W11 ■I ►E► \m■■■m■■ am IMEWMEsma ®mmmm0®mmmmm ®m®mmom ®CMU3 ©m0 ®mmmmmmmmmmmmommmmmmm ®mm ®mm ®mmmmm mmmmom ®mm ®mm 0m.mmmmommmmmm ®mmmmommmm mm m��mmmmoom ®mm ®mmmmmommmm ®mm �mmmmm ®mmomo ®ommmm ® ®m ��mmmmmmmmmmm ® ®�mmommmmm ®m �mmmmmmmmmmm ®mmmm - mmmmmmm mmmmmmmmmmmm m mmmmmw mm cmm mmmmmm mmmmmmmmm ®mmmmaamm �mmmmmm mmmmmmmmmmmmmmmmm z=mmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmommmmmmm mmmmmmmmmmmmmmmmmmmmmmmm SITE PLAN Page 8 of 9 Parent I Davis ` < <, � =� L � �` vie SE,SW,35,29,15W cL I Village ofW ilson Cr LEGEND r Scale F'40' except where indicated X -pits System Elev. 97.18' on contour 95.10' f No Com 83. setback - problems Y --a ( , rj T 8 3 C o 3 '1 J- 0 c Ln i I ,'!i�sconsin Department of Commerce SOIL EVALUATION REPORT Page -I ' of —3 • ` Orvts�on of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code d� Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County --� / include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 1-O 35, z.9. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 1 91 - 10d( - ,) • v -0c)() Please �etwlM t(Pri . J� V - (6- 07 - - Reviewed by Date Personal information you provide may used for secondary purposes law, s. 15.04 (1) (m)). Property Owner Property Location �LC� " C 1"e'�1� �� Govt. Lot - 1/4 -S4✓ 1/4 S 35 T - N R /.S X (or) W Property Owner's Mailing Address ST. CRW COUN Lot # Block # Subd. Name or CSM# & '70 /0�` A t e ZONING OFFICE L I I —F- City State Zip CWe Phone Number ❑ City ® Village ❑ Town Nearest Road a iii n flit j ,5400a I ( '7/6 ) (o�y- 4933 ; 1Son 3/S IPA ree ® New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 'i/ L) GPD ❑ Replacement ❑ Public or commercial Describe: 7. c�- . Parent material 6 ;Va C %a. I Flood Plain elevation if applicable n CAL ft, General comments _ a recommendations: 7S F11 Boring # ❑ Boring 9 � ® Pit Ground surface elev. ft. Depth to limiting factor 7` in. 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# 'Eff#2 1 0 3 4 cibk �r o s cc5k rn .Qli 3� oP/ t a � '7s k' o " �8 S i bl,k fi fI - r' 2 0,. 3 -S 3<7 • y 0 W '7. S �/? Fz� Boring # ❑� ®Pit Ground surface elev. ft. Depth to limiting factor Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure P ctu Consistence Boundary Roots GPD/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 A m 15 ' `'�� Sr mask r- r 5 5 $ �. S /�' is S` i rn a� m r S 5 I0 Y y/y -2d s Y.0 % y/� S,' / s k M �V- a .3 G -.51 40 -- QS b JS Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) nature CST Number MS. Loretta A CSTM 224580 Address Date Evaluation Conducted Telephone Number N2089 Cty. Rd. Y, Menomonie, WI 54751 715/235 -4634 wk aA -2 aoo a 715/664-8184 hm J Property Owner --3 u j T f"i; r erg C Parcel ID # i 9% -i0d 0 -d0.- C'100 6 page Z of F71 Boring # ❑ Boring ® Pit Ground surface eiev. 9� / ft. Depth to limiting factor f in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure ConsisleKce Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#2 -L . .• �e / ,� / s i m a5 k rr, I F] 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/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 F Boring # a 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/ft 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 = BOD 30 m s < _ g/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 need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SBD4330 (X600) SOIL AND SITE EVALUATION REPORT PAGE 3 of 3 Scott Parent SE,SW,35,29,15W NON,. Wilson township ts' gl s St. Croix county 3 h b 'hL / �_L LarrA4 CSTM 224580 `g c� LEGEND £ B 100.' Top of lot corner solid iron pipe Scale 1"40' except where indicated \1 0 - pits, dug with back hoe -,- e� ,Z Qv o rF v O � I � N 2 d, ST CROIX COUNTY _ SEPTIC TAW MAJNTENANC$ -AGR EEMI3NT = .AND- OWNERSHIP CERTIFICATION FORM i Owner/Buyer Mr. Scott Parent Mailing Address 670 10th Ave. Baldwin, WI 54002 ply S ,r h . W +� ^ .. s �. l Pro Address Sao 1 $ r �' � , ia - - (Verification required from Planning Department for new construction) ,ry ' c� 0 Y City /State ��P tom, ,. Pal Identification Number LEGAL DESCRIPiTON ate, Property L SE � SW V4, Sec. ''W, T -- 29 ri -R 15 W, Vill of age Wilson Subdivision N.A. Lot # 1 ` Certified Survey Map # Volume . Page # Warranty Deed # ( o Volume 1 T Page # 3 Spec house ❑ yes Ek no Lot lines identifiable ET yes ❑ no SYSTEM MAINTENANCE Impro per uft* and mairdwaaoeof your septic system could result is its premature fs = to handle wastes. Proper maintenance consists of P oat 6se taalc every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the - iia 'treatment stage in &a waste The. property owner agrees to submit to St Croix Zoning Department a certification farm. signed by the owner and by a master, lumb�x P .lo!wneYmanPIumber. iestd6tedolumberor a licensed pumper verifying that (1) the on,:ibe wastewater di sposal is in proper operating and/or 4 ��8 O aft inspection and Pumping (if necessary), the septic tank.is.lea:s than 1/3 frill of sludge. Uwe. the undersigned have read the above requirements and agree to maintain the private sewage &Vosal;system with the standards set forth, herein.:as set by the Departmentoferce and the of Natural Resoarcer, State of Wisconsin. Certification stag that Your sic system -hot been ins' tai must be completed and returned to the St Croix County Zoning Office with 34 days of the throe iration date7 SIGNATURE `OF APPUCANT DATE OWNER. , M WON I (we exrdfy that all statements on this form are true to the best of my (our) knowledge. L(we) am (are) the owner(s) of the p bed abo b virtue; y of a warranty eed recorded in tY Register of Deeds Office. SIGNATURE OF APPLI DATE « « « « «« Any information that is mis represented may result in the sanitary permit being revoked by the Zoning Department. # « « « «« ** Include with this application: a stamped warranty deed from the Resister of Deeds office a COPY O'the certified survey map if reference is made in the warranty deed copy of house plans LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE VILLAGE OF WILSON COMPUTER NUMBER 191 - 1020 -20 -000 Parcel Number 35.29.15.121 OWNER NAME: First STEVEN P & PAMELA J Last JOHNSON PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment SECTION 35 TOWN 29N RANGE 15W '/4160 SW '/440 SE Line Description Line Description TOTAL ACREAGE 35.300 PLAT LOT BLK O1 SEC 35 T29N R15W 15 02 WILSON AS IN )f273 EX 16 03 PT IN NW COR 7 04 EZ -UT- 1205/71 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 -------------------------------------------------------------------------------- F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, 178- History, F1 -Exit L 0, 3 A uZ(o� � 6�r�92 v r t � L t, .� j » �, s •. a, 8. a t ' h , •� � � ` •tr'•t -� ,. {r 7 *' ,..tit_ '} , �. r x y 4 t i r R j v i S A •' Ak - FAsem ANa WWTC -015 9.. x TELECOMMUNICATION UTILITY ` .. Doamai Numbs RHNU- OF•WAY EASEMENT ......, . �.. __ _ a Line TdW Sprine Lake FZGiSTFA*3 C no un&rw4ned Bertha Wienke $T. CROIX CO., V.1 batl Ia Moad ;Y f t' e ? 1 F 1 � F Ij i i i VOL 954 PAnE610 SA of Section 35 -29 -15 EXCEPT Commencing at the point of intersection of the section line between Sections 34 and 35 in 29 -15, by and with the S line of the right -of -way of the Chicago, St. Paul, Minneapolis and Omaha Railway; thence Ely on and along said S line of said right of way, 210 feet and 3 inches; thence S parallel with said Section line aforesaid, about 127 feet to the N line of Wisconsin State Highway "12" (a point distant 33 feet N from the center line of said highway); thence Wly on and along said N line of said highway, to the Section line aforesaid; thence N on said Section line 80 feet t:o the place of beginning, containing h acre, more or less, and being a part of the NW% of SW% of Section 35; also commencing at a point on the Section line between Section 34 and 35 in 29 -15, 283 links S of the 4 Section corner between said Section 34 and 35; thence S58 ° 28'E, 1916 link 0 s; thence N48 30 35.3 liril�s, to the place of beginning; thence N48 30 265 lgks; thence S66 27'9 along enter of road, 700 links; thence N87 55 449.5 links; thence S2 W 86 links to the N line of right -of -way of said State Trunk Highway "12 "; thence in a NWly direction, along said N line of said Highway 0 12 0 , 424.5 links to the place of beginning, containing 1.28 acres, more or less, said last description being lands formerly occupied by Emil H. Schultz, etal, as an oil station site; excepting also existing highways and easements and right -of -way of Chicago, St. Paul, Minneapolis and Omaha Railway and EXCEPT part to Village of Wilson in Val. "590 Page 382 (No.85) and EXCEPT part to Edward F. Timm and Pearl L. Timm in Vol. "369 ", Page 474 (No. 90 ) and EXCEPT part to John L. Peterson and Darlene B. Peterson in Vol. 0 527 ", Page 553 (No.91 ) tQ .4i r .. .yJ VOL M PAa APPLICATION FOR: PlaApotods�saiAppApiYltFaawWRtdaltrdoaM • TRANSFER OF PROPERTY TO SURVIVING JOINT TENANT, LIP! TNIANT OR REMANDERMAN (9sdon es7.odk wia sl wt 1, REGMS s and/or SL E QOM - . SUMARY CONFIRMATION OF INTEREST IN PROPERTY I btRawd (s.doneno4e(s�,vw slta,w� JUNI lim DOESTNEPROPERTYtiSTED ELOWV3tS TTUTEALLOFTHEPROPER7YW d 8:30 A. M "MOTMOECEXWMNWMYKMFESTATTMOA Yo NO Lei d0aai► Sodal Henry L. Menke 1 -3 -92 396 -12 -9316 Aftondboodwaidowdosso at so* DPCodt Box 37 Milaon NI 1 ,54027 1. bonds. aariipsanddN�cN4gaowu�la ,+ndrrndurs' R YNshal�lnWW=wAwk(#m wspsoNtrNSdsd,aptehaolmm* Y+gPlumv P4oWVTmrWwsdUndtr p,aars,aars Nm�bw LW ?.045 or &W T AMM $ s TOTALVALUM.. i S Tmnibrmdkbdm Prim Rso*Ag ToB*CanpNlsdbyRsptt4trdOs�dr Z Rod L U7.045 L W Poops uwft , A � VOmfon Pboaft Dale EAfb s 59, 100 60, Tole 370 page 273 ONCLARAIM 1(wgdad■af�ltfifa ` kbbbMtdn�( our�knaM�doaandbWKl p^ oanraNadoop andbboonbwr mwWomprorWi N oand �Nd�. dlarAtsandabasnd�anplsu . & NsiwwWAd*swofPUna1 Rsiwaslip r Daft a . Bortha , Mienks • t Sox 3 7 rviving Wiloono M 540 s>t (awNptN lh�fA WW l - odcopUso tapokoftnas bu. N7.04"or& x67.046K Vft 9hi = t�aK,KAC.as�� and ;have viand Death Ceetirieate_ lar�snwmbd" t 3 _ lawu►11, 3 *C* s b'7.. 9 ti?? ` `M � � - } - Y { r l� _ � _ y _ k r' `-i c, .� �. - r-� - .. x ._ - _. - _ - � �. _ - _ '� r: k . _ �, � - _ � c �. _ � - � . , `�� - � � '� '" _. - � � � _ �.. .� -- - - CJ '" - `, I� �� ,; � - 1 �- *' `� .� i - �-��. �� �r.� -rte= �= �' t, �.x'�a .� ��_ ���; _. ¢` v G 7r� , W C �> i v �� r t i � �i � / / ' � � CERTIFIED SURVEY MAP L JCA TED 1 N THE SE 114 OF THE SW I14 OF SECT ION 35, T. 29N. , R. 15W. , VILLAGE OF WILSON, ST. CROIX COUNTY, WISCONSIN M PREPARED FOR NORTH QUARTER CORNER J / T PAM JOHNSON SECTION 35 - FOUND ' P. K. NAIL H 7 $ BCAR I NGS.-REFERCW ED TO THE I . o SOUTH L I N E OF THE SW 114 OF ` SECTION 35. MEASURED AS `f S89 11' 04'W (ST. CROIX COUNTY COORDINATE SYSTEM). A UNPLATTED LANDS �N ' + ;o j Im I N89 1 1 ' 04' E 500. 00' .� I 465.65' 34.$5' ;= I co aq I I1 I I7 • 6� $I H I g 4 N 4. 30 y �� u I n°,� I g '-~ii :Z 18 7, 496 SO. FT. y; �.� ml m I p 4.01 AC. EXC. R1W U) t J74.869 SO. FT. nj sr I I A : It i SOUTHWEST CORNER 100' SECTION 35 - FOUND POWER LINE I:y I 314' REBAR I I -P P P P� P P P P; P I I wv £AST - WEST N89 1 1' 04'E / F£NCEL INE 467. 00' 33. 00' - 2144 2 V - / S89° 1 1' 04' W 500.00 J/ (26 (S90.00' 00• E) ON EAST- NEST 2644. 2 /' FENCEL INE SOUTH LINE OF THE SW / iq 44. I4' ) MAP ,QF-- $Q R- y,�-Y.,,0 SOUTH QUARTER CORNER 33'I 33'I -. SECTION 35 -FOUND I I I... DATED ALUMINUM MONUMENT OCTOBER 4, 1999 ... ............................... LEGEND O • SET I' X 24' IRON PIPE WEIGHING 1.13 LOS. PER LINEAR FOOT. U. 0 • FOUND 314' REBAR;' 0 • GOVERNMENT CORNER AS NOTED N. ( ) RECORD DATA t_jy"t s un {7 /'-too' 9 y� S UR V� y � ° O�� 0 50 100 250 SHEET 1 OF 2 JAMES M. WEBER S -1804 NELSEN -WEBER LA D SURVEYING 2001159A THIS INSTRUMENT DRAFTED BY JIM WEBER i I f CERTIFIED -SURVEY MAP z „ L OCA TED IN THE SE 1.14 OF THE SW 1 OF SECT 1 ON 35, T. 29N. , R. 15W. , VILLAGE OF WILSON, ST. CROIX COUNTY, WISCONSIN DESCRIPTION A parcel of land located in the.Southeast V4 of the Southwest 1 /4 of Section 35, Township 29 North, Range 15 West, Village of Wilson, St. Croix County, Wisconsin, more fully described as follows: Be at the South Quarter Corner of said Section 35; eg g Thence South 89 °11'04" West, along the south line of said Southwest V4, 500.00 feet; Thence North 00 °29'02" West; 375.00 feet;. . Thence North 89 0 11 1 04" East, 500.00 feet to the north — south quarter line of said Section 35; Thence South 00 °29'02" East, along said quarter line, 375.00 feet to the point of beginning. Containing 187,496 square feet or 4.30 acres. Subject to right -of -way for 315 Street as shown. Also subject to any and all additional easements, right -of -ways or conveyances of record. SURVEYOR'S CERTIFICATE I, James M. Weber, Wisconsin Registered Land Surveyor, hereby certify: That in full compliance with the provisions of Chapter 236.34 of the Wisconsin Statutes and the provisions of the St. Croix County Subdivision Ordinance and under the direction of Pam Johnson, I have surveyed and mapped the above described parcel of land and that this map is a correct representation thereof. , Dated this Z`6 day of 2001. JAMES M. z WUM {� $6804 James M. Weber S- 1804 srtugMU�r, ? NELSEN -WEBER LAND SURVEYING, INC. VA �„ >0 SUR�I��o•�``� NOTE: The parcel shown on this map is subject to State, County, and Town 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 the appropriate Town Board for advice. 2001159A This instrument drafted by Jim Weber SHEET 2 OF 2 02/27/2002 17:15 7152353650 BOWMAN PLUMBING INC PAGE 02 r CERTIFIED - SURVEY MAP )e L OCA' 1t 0 I N THE SE lie OF THE s I w 00 of SECTION 33. T. 29N.. R• 13 w- VILLAGE OF WILSOA1, ST. CROIX COUNTr. WISCONSIN Q S FSCRIPTI!N A parcel of land located in the Southeast v4 of tite Southwest vd of Section 35 Township 29 North, Range IS w Village of Wilson, St. Croix County, Wbconsio, more fully described as follows: Beginning at the South Quarter Corner of said Section 35; Thence South g9 °11'04" Wesl, along the south line of said Southwest 'A. 500.00 feet; Thence North 00 West; 375.00, fast ;. , Thence North 89°11'04° East, S00.00 feet to the north — south quarter line of said Section 3S; Thence South 00 °29'02" East, along said quarter line, 375.00 feet to the point of beginning. Containing 197,496 square feet or 4.30 acres, Subject to right -of -way for 315 Street as shown. Also subject to any and all additional easements, right -of- -ways or conveyances of record. SURVEYOR'S CERTIFICATE 1, James M. Weber, Wisconsin Registered Land Surveyor, hereby certify: That in full compliance with the provisions of Chapter 236.34 of the Wisconsin Statutes and the provisions of the St. Croix County Subdivision Ordinance and under the direction of Pam Johnson, I have surveyed and mapped the above described parcel of land and that this map is a correct representation thereof, J J ,�� Dated this - -W - day of 2001- JAMM to Ir = VAN01 tr ! •, uaasa James M. Weber 5 V 9 to rya• O� NELSEN -WEBER LAND SURVEYING, INC. o %J NOTE: - � The parcel shown on this map b subject to State, County, and Town laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact the St. Craig County Zoning Office and the appropriate Town Board for advice. 20011S9A This instrument drafted by Jim Weber SHEET 2 OF 2 f 1 W r M. 177'7 73 t STATE BAR OF WISCONSIN FORM 2. 1999 663655 WARRANTY DEED A fif.-ILEEN H. WALSH Document Number REGISTER Of DEEDS Si'. -ROIX CO., WI This Deed, made between Steven P. Johns and P amela J. RECEIVED FOR RECORD Joh husband and wife - -- — 11 -30 -2001 10:00 AM WARRANTY DEED Grantor, alnd Scott L. Parent and Jod Rae Parent, husba and 'fe EXEIFT N —` -- - - -- CERT COPY FEE: d!'Y FEE: TRANSFER FEE: 39.00 —_ — xECORDINO FEE: 13.00 Grantee, PAGES: 2 Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): See Exhibit A attached hereto and made a part hereof. Recording Area Name and Return Address Thomas A. McCormack 102010th Ave. Baldwin, WI 54002 � 91-10200 Y (PIN) This is not —_ _ homestead property. Exceptions to warranties: all easements and restrictions of record. lax1 (is not) Dated this day of &g7LIt 2001 + •Steve P. Johnson Pamela J. John AUTHENTICATION ACKNOWLEDGMENT Signatures) — _ _ _ STATE OF WISCONSIN ss. St. Croix County ) authenticated this__day of __ , Personally came before me this O day of -- — �/d✓tdtg•Q 2001 the above named + Steven P. Jphnson and Pamela J. Johnson, husband and wife TITLE: MEMBER STATE BAR OF WISCONSIN „ �• (If not, to me known to be the persons ho exe ut gotn n dge a strument an cknowle he st t authorized by 9 706.06, Wis. Stats.) i U . THIS INSTRUMENT WAS DRAFTED BY &411� � A � j ,,;;t Thomas A. McCormack Not Public. State of "r a Baldwin, W! — 4002 -- My Commission is pe,rnaneR ([ not, state ex �t at . (Signatures may be authenticated or acknowledged. Both are not necessary.) • Names of persons signing in any capacity must be typed or printed below their signature. lnf r sGon Prae"i - C: Pa nt. Fond du L w, Hs WARRANTY DEED STATE BAR OF WISCONSIN OOD 55 - 2021 FORM No. 2 - 1999 I 1 W w.1.777PAGE 74 I EXHIBIT A A parcel of land located in the North, Southeast of tha Southwest Y. of Section 35, Township 29 described crlbd es follows: West, Village of Wilson, St Croix County, Wisconsin, more fully a as f Beginning at the South Quarter Corner of said Section 35; Thence South 89°11'04" Wqt, along the south line of said Southwest Y., 500.00 feet Thence North 00 °29'02" WcsU 375.00 fear. Theca North 89°11'01" Eqt, 500,00 35; feet to the north — south quarter lire of said Section Thence South 00°29'02" East, along said quarter line, 375.00 feet to the point of beginning. Containing 187,496 square feet or 4.30 acres. Subject to right -of- -way for 315'h Street as shown. Also subject to nay and all additional easements, right -of- -ways or conveyances of record. Safety and Buildings 1340 E GREEN BAY ST STE 300 SHAWANO WI 54166 TDD #: (608) 264 -8777 isconsin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary August 31, 2000 CUST ID No.220728 ATTN: POWTS INSPECTOR ZONING OFFICE CLARENCE L GLOTFELTY ST CROIX COUNTY SPIA N4955 SUNNY HILL RD 1101 CARMICHAEL RD WEYERHAEUSER WI 54895 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/31/2002 Identification Numbers Transaction ID No. 431179 Site ID No. 19 ' SITE: Please refKr to bgth }deetificatfOn numbers, Site ID: 197957, STEVE JOHNSON above, ' fires and ce vpith t1T agency. ST CROIX County, Village of WILSON; 315TH ST, WILSON 54027 �? F�I�J� SE1 /4 SW1 /4 S35 T29N R15W 1-- Description: MOUND SYSTEM FOR STEVE JOHNSON `r , sr C Object Type: POWT System Regulated Object ID No.: 759014 �, COUM y 0 2OIYING OFFICE The submittal described above has been reviewed for conformance with applicable Wi sin AO► n tr ve Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The own , e fined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during installation: • The piping used for the force main and manifold shall comply with Comm 84.30 (2)(e). • The distribution piping shall comply with Comm 84.30 (2)(d). • The aggregate used in the distribution cell shall comply with Comm 84.30 (6)(i). • The synthetic fabric used to cover the aggregate cell shall comply with Comm 84.30 (6)(g). • The observation pipes in the distribution cell shall be located pursuant to Table 3 of the mound component manual. • Documentation shall be provided to the County to show that the effluent filter is a State - approved product and to show that it is capable of filtering out all particulate matter that is greater than 1/8 inch in size. • An access opening of sufficient size to allow removal of the filter must be provided over the outlet "tee" baffle of which this product is installed. This access opening must terminate at or above grade. • The management plan shall be modified to include a lateral inspection schedule, a system "shut- down" procedure, a system installation/ inspection checklist, a procedure for abandonment, and a procedure for periodic inspections of the septic tank and pump chamber. • A users manual shall be developed, pursuant to the mound component manual, and given to the owner. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. CLARENCE L GLOTFELTY Page 2 8/31/00 Sincerely, DATE RECEIVED 08/17/2000 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 KEITH A WILKINSON, POWTS PLAN REVIEWER BALANCE DUE $ 0.00 Integrated Services (715) 524 -3630, FAX: (715) 524 -3633 , M -F 7 AM - 3:45 PM KWILKINSON @COMMERCE.STATE.WI.US WiSMART code: 7633 cc: STEVE JOHNSON .e 1482 vJisoonsin'department of Commerce SOIL EVALUATION REPORT Page - I of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Sal 8 Site Evaluations County St. Croix Parcel I. D. 191 - 1020- 20 -000, 0#35.2915.121 Reviewed By Date Pr't 1 GiYn Z ation S- ' 2 SE 1/4 SW- 3-5- T 2 2 NR - 15 W - - 2222 2 2222 -- - -- Pr Block # Subd. Name or CSM# 61 Proposed CSM Ci 7 j/ Village ;j Town Nearest Road V, Wilson 315Th Street 1 -1p- Code derived design flaw rate 450 GPD Flood plain elevation, if applicable na G, ar our. � Boring # J Boring _ ✓J PR Ground Surface slew. 97.22 ft. Depth to limiting factor __ _ 21 - in. Sal Applicatun Rate Horizon I Depth Dominant Color Redox Description Texture I Structure I Consistence Boundary ! Roots GPD /ft'_ P P -- - 'Eff#1 'Eff#2 � I 1 0 -8 1Oyr3/2 none sil 2fsbk ds a s ' 2f,1m , 0.5 l 0.8 - I 2 B-14 1 Oyr4 /3 none sil 2msbk ; ds cw i 2f,1 m 0.5 0.8 •- - f 2222 -- -- . -; -- 3 14 -21 7.5 r4/4 none i sl 2msbk dsh cw if, of 0.5 0.9 --; 2222 _- r ----- r---- - - - - -� 2222 -- ._ _ -fi - - -- 4 21 -26 7.5 r4/6 f2f 7.5 r518 i dsh . 1 of 0.5 I 0.9 g w t - - -;- - - -1 - Y Y gr. sl 2msbk �_ - 2222 -- - - -- -- - . - -- - 2222 -- -• • - - • - 5 i 26 -38 I 7.5 r4/6 m2d 7.5 Y r5/8 gr. sl 1csbk d 0.4 0.6 --- 22.22 ---• - - - -- 2222 -- -- 2 222- 2222 -- -- 1----- 2222 -- 2222- •- - •- 2222 - -- -I - _ - I H#4 & 5 contain approx. 10% gravel and cobbles. I_ L I Boring # J Boring - - - - -- 2222 - d Ph Ground Surface elev. 97.17 ft. Depth to limiting factor _ -_- _ _ in. Sai Application Rate Horzon i CgLh. Dominant Color Redox Description Text,ae Structure I Consistence Boundary Routs j, _ GPDitt-_ "Effftl 'Eff#2 1 0 -7 1Oyr3/2 none i sit 2fsbk ds as 2f,1m 0.5 0.8 -- cw 2f,1m 0.2 0.3 3 13 -21 10yr4 /3 none � sd � lmsbk ds _ - -- - - - - -- 2222 -- - -- ' +-- - - +- - -- 2222 -- -- � - - - - - - • - - - - 2 7 13 i 1Qyr4 /3 f2f 7.5yr5/8 sil 1 2msbk dsh cw 1f, of 0.5 0.8 -- '' - -- ------ - - - - -- •2222 -- 2222 -- -;- 2222 -- -- - - - - -- 2222 -- - - m2d 7.5 /8 & _i 4 21 -31 1Oyr4/3 m2d 10 yr6/2 sil I 2msbk dsh aw 1 v ! 0.5 0.8 2222 - - - +-- -- ; - - -- -- - - - - 0.4 0.6 5 31-39 1.Oyr6 /3 m 1 d 7.5yr518 vfs i 1 csbk I dsh cw � _ i . . 6 3948 1Oyr6 /3 none CS.S.B.R.I Om dh 0.0 0.0 -- - -- - --- - 2222 -- 2 de 222 -- i S.S.a. termination made by resistance to penetration- [ i Effluent #1 = BOD ? 30 < 220 mg/L and TS -30 < 150 mg/L ' Effluent #2 = B013 mg/L and TSS <30 mg/ CST Name (Please Print) Signature: - CST Number James K. Thompson /r - 3602 Address A.C.E. Sal 8 Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 0 10/5/01 715- 248 -7767 � 'b�z� /� ► zll3iY 1482 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Sal & Site Evaluations Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must County St. Crok include, but not limited to: vertical and horizontal reference pant (BM), direction and parcel I.D. percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. 191- 1020- 20 -000, ID #35.29.15.121 Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Steven P. & Pamela J. Johnson Govt. Lot SE 1/4 SW 1/4 S 35 T 29 N R 15 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 600 315th Street 1 Proposed CSM City State Zip Code Phone Number City 10 Village � Town Nearest Road Wilson WI 54027 715 - 7724700 Wilson 3- k- Street ,......_ New Cmstrurtinn Use: 1A Residential /Number of groans 3 Code derived do6m beisr rate n 450 GPD Repla L — Parent m; f applicable na General o ' / P q and recorr ST CROIX COUNTY Bic �_ J.,!�•� - \ ' : ,Soil AppGcaltion Rye Horizon eY GPD/ft= "Eff#1 'Eff#2 1 2f,1m 0.5 0.8 2 20m 0.5 0.8 3 / 1f, of 0.5 0.9 1 of 0.5 0.9 4� Wt� 5 _ - 0.4 0.6 H#4 & 5 contain approx 10% gravel and cobbles. Boring # , j Boring 01 Pit Ground Surface elev. 97.17 ft. Depth to limiting factor 13 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1W "Eff#1 'Eff#2 1 0 -7 1 Oyr3 /2 none sil 2fsbk ds as 2f,1 m 0.5 0.8 2 7 -13 1Oyr4/3 none sil 1msbk ds cw 2f,1m 0.2 0.3 3 13 -21 1 Oyr4 /3 f2f 7.5yyyr�r555/8 sil 2msbk dsh cw 1 f, of 0.5 0.8 4 21 -31 1Oyr4 /3 m m2d 10yr6 /2& sit 2msbk dsh aw 1vf 0.5 0.8 5 31 -39 1Oyr6/3 mid 7.5yr5/8 vfs 1csbk dsh cw - 0.4 0.6 6 39-48 1Oyr6/3 none S.S. B.R. Om dh - - 0.0 0.0 -- S.S.B.R. determination made by resistance to penetration. Effluent #1 = BOD ? 30 < 220 mg/L and TS >30 < 50 mg/L " Effluent #2 = BOD <30 mg/L and TSS <30 mglL CST Name (Please Print) Signature: CST Number James K. Thompson _ 3602 Address A.C.E. Sal & Site Evaluations DA Evacuation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI W 10/5/01 715- 248 -7767 Property Owhbr Steveta P. & Pamela J. Johnson Parcel ID # 191 - 1020 -20 -000, ID# Page 2 of 3 F _] Boring 3� # Pit Ground Surface elev. 98.57 ft. Depth to limiting factor 19" in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots : *Eff#1 *Eff#2 1 0 -7 10yr3 /2 none sil 2fsbk ds as 2f,1 m 0.5 0.8 2 7 -15 10yr4 /3 none sil 1 msbk ds Cw 2f,1 m 0.2 0.3 3 15 -19 10yr4/4 none sl 2msbk dsh Cw 1f, of 0.5 0.9 4 19 - 32 10yr4 /4 f2d 7.5yr5/ sl 2msb dsh gw 1 of 0.5 0.9 5 32 - 10yr4/6 m f2a i� 8 & gr. scl 1 csbk dh - - 0.2 0.3 H# 5 contains approx 10% gravel and cobbles. Boring F-I # 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 *Eff#1 *Eff#2 F 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/ft 'Eff#1 *Eff#2 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 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 need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. kW /y8z ' ■ So: � �j65rc/'dQ. � "cn ♦ E" /e r/a �i ors Sta Ae�roX. 93.32-' Csnto c r- e)z ■ /� 98. 9782 /OiOC llr 97.82 L y� Ovcrti ead Avxr Are. k y� Q 976 inIle 5 �9Ci ���iuY L� SySL�Lm A5 tr --�- -- ,I ltd . B. rn. To o{'n4ilin �¢r1GhH'�i►!'� ToAo / of s�.�e. " cJcod� �o�cc�sf • Assumed cl c% = 308 -1 DEPARTMENT OF TRANSPORTATION Trans 233.08 Unofficial Text (See Printed Volume). Current through date and Register shown on Title Page. Note: Rules governing construction of driveways and other connections with it 2. 42 feet from the nearer right -of way line . state trunk highway are found in ch. Trans 231. Detailed specifications may be 3 )pp feet from the centerline. obtained at the Department's district offices. History: Cr. Register, January, 1999, No. 517, eff. 2 -1 -99; am. (1), Register, (c) At least once every 2 years, the department shall pfodUCC January 2001, No. 541, eff. 2 -1 -01. general reference maps that generally identify major intersections Trans 233.06 Frequency of connections with a state and the highways specified in pars. I . to 5. The department may trunk highway or connecting highway. reduce or extend, by not more than 3 miles along the highway, the (1) The land division shall be laid out with the least practicable area subject to a setback established under par. (a) or (b) to estab- number of highways and private roads or driveways connecting lish logical continuity of a setback area or to terminate the setback h with abutting state trunk highways or connecting highways. area at a readily id entifiable physical feature or legal boundary, (2) The department shall determine a minimum allowable dis- including a highway or property boundary. Persons may seek spe- tance between connections with the state trunk highway or con- cial exceptions to the setback requirement applicable to these necting highway, between any 2 highways within the land divi- major intersections and highways, as provided in s. Trans 233.11 sion and between a highway within the land division and any (3)• The setback area established under par. (a) or (b) applies only existing or planned highway. To the extent practicable, the depart- to major intersections and to highways identified as: ment shall require a distance of at least 1,000 feet between connec- 1. State trunk highways and connecting highways that are pan tions with a state trunk highway or connecting highway. of the national highway system and approved by the federal _L History: Cr. Register, January, 1999, No. 517, eff. 2-1-99, ernment in accordance with 23 USC 103(b) anti 23 ( Fk Trans 233.07 Temporary connections. (1) The 470.107(b). department may issue temporary connection permits, which 2. State trunk highways and connecting highways that arc authorize the connection of a highway or a private road or drive- functionally classified as principal arterials in accordance with way with a state trunk highway or connecting highway. The procedure 4-1 -15 of the department's facilities development department may issue temporary connection permits in the case manual dated July 2, 1979. of 3. State trunk highways and connecting highways within (a) A land division which at the time of review cannot provide incorporated areas, within an unincorporated area within 3 miles direct traffic access complying with the provisions of s. Trans of the corporate limits of a first, second or third class city, or within 233.06(2). an unincorporated area within 1 miles of a fourth class city or (b) A land division layout which might necessitate a point or a village. pattern of traffic access for a future adjacent land division, not in 4. State trunk highways and connecting highways with aver - accordance with s. Trans 233.06 (2). age daily traffic of 5,000 or more. (2) The department may require that such temporary connec- 5. State trunk highways and connecting highways with cur - tions be altered or closed by the permit holder at a later date in rent and forecasted congestion projected to be worse than level of order to achieve a desirable traffic access pattern. The permit may service "C," as determined under s. Trans 210.(15( 11, within the require the permit holder to alter or close the temporary connec- following 20 years. tion by a specified date or upon the completion of a specified Note: The National Highway System iNI IS nxludc, I IIC 1 11IC NIole SyNloll activity. The permit holder is responsible for the expense of clos- consh,'s corridors 2020 routes, and other Important routes. I hghways d e NI IS ing Or altering the temporary connection. base system were designated by the Secretary of USDOT and approved by congress m the National Highway System Designation Act of 1995. NHS Intetmodsd C'onnec- (2m) A temporary connection shall be prominently labeled for routes were added in 1998 with the enactment of the Transportation Equity Act "Temporary Connection" on the land division map, and the fol- for the 21 st Century. Modifications to the NHS must be approved by the Secretary IOWIttg restriction Shall be lettered on the land d1VISlOn map: of USDOT. Guidance criteria and procedures for the functional classification of high- ways are provided in (1) the Federal Highway Administration (FHWA) publication 'Highway Functional Classification— Concepts, Criteria and Procedures" revised in " The temporar connection(s shown on this plat March 1989, and (2) former ch. Trans 76. The federal publication is available on P ry connec p request from the FHWA, Office of Environment and Planning, HEP -10, 400 Seventh shall be used under a temporary connection permit Street, SW., Washington, DC 20590. Former ch. Trans 76 is available from the Wis- consin Department of Tmnsportation, Division of Transportation Investment Man- which may be canceled at such time as a feasible agement, Bureau of Planning. The results of the functional classification are mapped alternate means of access to a highway is pro- and submitted to the Federal Highway Administration (FHWA) for approval and Vlded." when approved serve as the official record for Federal -aid highways and one basis for designation of the National Highway System. In general, the highway functional (3) When such a temporary connection is granted, the owner classifications are rural or urban: Principal Arterials, Minor Arterials, Major Coffee- shall dedicate a service road or a satisfactory alternative to pro- tors, Minor Collectors, and Local Roads. The definition of "level of service" used for this paragraph is the same as in ss. Trans 210.03(4) and 210.115(1 I tin' purposes vide for a present or future pattern of access that compiles with S. of the MAJOR HIGHWAY PROJECT NUMERICAL EVALUATION PROCESS. Trans 233.06 (2). In general, the " level of service" refers to the ability of the facility to satisfy both exist - History: Cr. Register, January, 1999, No. 517, eff. 2 -1 -99. ing and future travel demand. Six levels of service are defined for each type of high- way facility ranging from A to E, with level of service A representing the best operat- Trans 233.08 Setback requirements and restric- ing conditions and level of service F the worst. Department engineers will use the tIOnS. (1) Except as provided in this section or in s. Trans 233.11 procedures outlined in the general design consideration guidelines in Chapter 11, Section 5 of the Wisconsin Department of Transportation's Facilities Development or, with respect to connecting highways, as provided in s. 86.16 Manual to determine the level of highway service. Under the rule as effective Febru- (1), Stats., no person may erect, install or maintain any Structure ary 1 1999, s. Trans 233.08(1) provides 4 ways to erect something in a setback area (1) for utilities follow the procedures set forth in the rule, (2) obtain a variance (now or improvement within a setback area determined under sub. (2) special exception " (3) for utiliti , get local approval for utilities on or adjacent to or (3). connecting highways, or for utilities within the right of way of state trunk highways, (2) (a) Except as provided in par. (b) the setback area is the get department approval (a mere "technical" exception), and (4) erect something that doesn't fall within the definition of "structure" or within the definition of area within 110 feet of the centerline of a state trunk highway or men(." The provision below now adds a fifth "exception," (5) be 15 feet or more out - connecting highway or within 50 feet of the nearer right -of -way side the right of way line of a defined and mapped set of htghways. line of a state trunk highway or connecting highway, whichever (d) In addition to producing general reference maps at least is furthest from the centerline. once every 2 years that identify highways and intersections under (b) If an applicable ordinance allows structures or improve- par. (c), at least every 2 years the department shall also produce ments to be located closer to the right -of -way of a state trunk more detailed reference maps suitable for use in the geographic highway or connecting highway than is provided under par. (a), area of each district office. the setback area is the area between the right -of -way and the (3) If any portion of a service road right -of -way lies within more restrictive of the following: the setback area determined under sub. (2), the setback area shal I t 1. The distance allowed under the ordinan be increased e lesser of the following: J Reg f isA..lun�Otl l. No. 541 y L � y 02/27/2002 17:15 7152353650 BOWMAN PLUMBING INC PAGE 01 L.tHW ILL) SURVE MAP z, LOCATED IN THE SE I e4 OF THE SW 1-4 OF SECTI 35, T. 29N.. R. 13W.. / • VILLAGE OF WIL30011, ST. CROIX COUNTY, WISCONSIN PREPARED FOR: NORTH QUARTER CORNER PAM JOHNSON SECTION 33 - FOUND I P.K. MAIL » ig IN QCAR I N6.^.r.REFEgCNCED TO TH SOUTH LINE OF rHE SW 1 OF SECTION 30. MEASURED AS 589 - (ST. CROIX I COUNTY COORDINATE SYSTEM). UNPLATTED LANDS .................... I I Meg' 1 1' 04' E 700. Opp :a I 4es_ bs I loo i e e' el r• I w >el � 'rn LOT I 4.30 ACRES 'x 7.01 AC. EXC. R �f1' I I Is y W i 74 , eeY 90. fT. yI I �{ I I SOUTNKST CORNER too, � I SECTION 33 - FOUND PW9R L INC i 1 ;• I 3i4' REDAR ; -P P P� -P P P P P - -P: P I I Nee• I I' 04'E / a ICELI eT 447. 00 Js. tow I I o4 •w 300.00 1 J Ee4e. t l ( S•O•oo' Do J ON [Aer.l,r t J IErcfIIIIX ' / I aouYN LIME 4w THE Ow Ii4 (reR�. 14' ! SOUTH QUARTER CORNER 3 S'I 331 MM. ... P.F.. -I.UR.K. -Y ,X• SECTION 35 - FOUND 1 1 L TT..PATED ALUMINUM MONUMENT OC,TOB d 1999 I L EG_END O SET 1' X 24' IRON PIPE WEIGHING 1.13 IBS. PER LINEAR FOOT. • - POUND 3i4• REPAR • GOWCOAENT CORNER AS NOTED l ) RECORD DATA V. 1• • low ;�.. SUFib " O SO /00 - SHEET M. WREN ! - lea SHEET I OF 2 NE1.SEN- lA� SURVEYING 2001094 THIS INSTRUMENT DRAFTED ST JIM 6EeER DATED 4W Z ��► 02/27/2002 17:15 7152353650 BOWMAN PLUMBING INC PAGE 03 Plumbers Bc'CSTs page 2 March 8, 1999 This determination of failure needs to be done by the County' before the replacement system is installed for them to qualify. If no pit is available and a pit is necessary to determine eligibility, the homeowner will need to have a excavator back on site. You may be able to save the homeowner time and money by providing this soil pit at the same time you are evaluating a site for the replacement system. Do not promise the owner anything. Qualification are determined by the State. Contact this office or put a note on the soils report, of possible Wisconsin. Fund candidates and the availability of a soil pit. A brochure explaining the program is included. If you want more to hand out, please stop in foma supply. As of February * 1, 1999, the revisions to Trans 233, Wisconsin Department of Transportation's Administrative Rule regarding land division, became effective. This rule impacts all divisions of land which abut state trunk highways. A change that will impact CSTs and plumbers concerns regarding setbacks. Trans 233.08(2)(a) requires a setback of 110 feet from the centerline of a state trunk highway or connecting highway or 50 feet from the nearer right -of- way line, whichever is furthest from the center line. On -site waste disposals systems are no longer allowed in this setback. Keep this in mind when selecting rt site for the system. You may even advise the property owner to seek and obtain a driveway access permit prior to any soil testing. A driveway may be difficult if not impossible to get, therefore ' the proposed location may not be a practical building site. We will continue to provide same day inspection service if you call between 8 :00 - 9;30 a.m. Also, please call of any. changes effecting your reg4.ested inspection time. We have telephones in our inspection vehicles and may be able to perform other inspections and avoid having a detrimental effect on the plumber whose inspection time follows yours. 1 welcome any comments or suggestions on how the County can improve our service for you, i 1 307 DEPARTMENT OF TRANSPORTATION Trans 233.08 Unofficial Text (See Printed Volume). Current through date and Register shown on Title Page. (5) The locations of all easements for accessing real property Trans 233.06 Frequency of connections with a state within the land division. trunk highway or connecting highway. (6) The location of the highway nearest each side of the land (1) The land division shall be laid out with the least practicable division. number of highways and private roads or driveways connecting (7) The location of any highway or private road or driveway with abutting state trunk highways or connecting highways. that connects with a state trunk highway or connecting highway (2) The department shall determine a minimum allowable dis- that abuts the land division, if the connection is any of the follow - tance between connections with the state trunk highway or con- ing: necting highway, between any 2 highways within the land divi- (a) Within 300 feet of the land division, if any portion of the sion and between a highway within the land division and any land division lies within a city or village. existing or planned highway. To the extent practicable, the depart- (b) Within 1,000 feet of the land division, if no part of the land ment shall require a distance of at least 1,000 feet between connec- division lies within a city or village. tions with a state trunk highway or connecting highway. (8) All information required to be shown on a land division History: Cr. Register, January, 1999, No. 517, eff. 2 -1 -99. map shall be shown in its proper location History: Cr. Register, January, 1999, No. 517, eff. 2 -1 -99. Trans 233.07 Temporary connections. (1) The de- partment may issue temporary connection permits, which autho- Trans 233.05 Direct access to state trunk highway rize the connection of a highway or a private road or driveway or connecting highway. (1) No land divider may divide land With a state trunk highway or connecting highway. The depart - in such a manner that a private road or driveway connects with a ment may issue temporary connection permits in the case of: state trunk highway or connecting highway or any service road ly- (a) A land division which at the time of review cannot provide ing partially within the right -of -way of a state trunk highway or direct traffic access complying with the provisions of s. Trans connecting highway, unless the land divider has received a vari- 233.06(2). ance for that purpose approved by the department under s. Trans (b) A land division layout which might necessitate a point or 233.11. The following restriction shall be placed on the face of the pattern of traffic access for a future adjacent land division, not in land division map, or as part of the owner's certificate required un- accordance with s. Trans 233.06 (2). der s. 236.21 (2) (a), Slats., and shall be executed in the manner (2) The department may require that such temporary connec- speeified for a conveyance: tions be altered or closed by the permit holder at a later date in or- "As owner I hereby restrict all lots and blocks so der to achieve a desirable traffic access pattern. The permit may that no owner, possessor, user, licensee or other require the permit holder to alter or close the temporary connec- person may have any right of direct vehicular in- tion by a specified date or upon the completion of a specified ac- gress from or egress to any highway lying within tivity. The permit holder is responsible for the expense of closing the right -of -way of (U.S.H.)(S.T.H.) or altering the temporary connection. or Street, as shown on the land divi- (2m) A temporary connection shall be prominently labeled sion map; it is expressly intended that this restric- "Temporary Connection" on the land division map, and the fol- tion constitute a restriction for the benefit of the lowing restriction shall be lettered on the land division map: public as provided in s. 236.293, Stats., and shall be enforceable by the department or its assigns." "The temporary connection(s) shown on this plat (2) The department may require a desirable traffic access pat- shall be used under a temporary connection permit tern between a state trunk highway or connecting highway and un- which may be canceled at such time as a feasible platted lands that abut the proposed land division and that are alternate means of access to a highway is pro - owned by or under option, whether formal or informal, contract vided." or lease to the owner. The department may require a recordable (3) When such a temporary connection is granted, the owner covenant running with the land with respect to those unplatted shall dedicate a service road or a satisfactory alternative, to pro - lands. vide for a present or future pattern of access that complies with S. (3) No person may connect a highway or a private road or Trans 233.06 (2). driveway with a state trunk highway, connecting highway, or with History: Cr. Register, January, 1999, No. 517, eff. 2 -1 -99. a service road lying partially within the right -of -way of a state trunk highway or connecting highway, without first obtaining a Trans 233.08 Setback requirements and restric- permit under s. 86.07, Stars. The department may not issue a per- tions. (1) Except as provided in this section or in s. Trans 233.11 mit authorizing the connection of a highway with a state trunk or, with respect to connecting highways, as provided in s. 86.16 highway or connecting highway to any person other than a munic- (1), Stats., no person may erect, install or maintain any structure ipality or county. The department may not issue any permit under or improvement within a setback area determined under sub. (2) s. 86.07, Slats., prior to favorable department review of the pre- or (3). liminary or final land division map or, for a subdivision plat, prior (2) (a) Except as provided in par. (b), the setback area is the to the department's certification no objection. area within 110 feet of the centerline of a state trunk highway or Note: The authority maintaining the highway is the one that issues, denies or places conditions on any permit issued under s. 86.07(2), Stats. Cities and villages connecting highway or within 50 feet of the nearer right —of —way are responsible for the maintenance ofconnecting highways unders .86.32(I),Stats. line of a state trunk highway or connecting highway, whichever Cities and villages must condition any permit issued with respect to a connecting is furthest from the centerline. highway upon compliance with all requirements imposed pursuant to this chapter. (4) Whenever the department finds that existing and planned (b) If an applicable ordinance allows structures or improve - highways provide the land division with reasonable and adequate ments to be located closer to the right -of -way of a state trunk access to a highway, the department shall prohibit the connection highway or connecting highway than is provided under par. (a), to a state trunk highway or connecting highway of any highway the setback area is the area between the right -of -way and the and private road or driveway from within the land division. more restrictive of the following: Note: Rules governing construction of driveways and other connections with a 1. The distance allowed under the ordinance. state trunk highway are found in ch. Trans 231, Detailed specifications may be ob- tained at the Department's district offices. 2. 42 feet from the nearer right -of -way line. History: Cr. Register, January, 1999, No. 517, eff. 2 -1 -99. 3. 100 feet from the centerline. Register, December, 1999, No. 528 Trans 233.08 WISCONSIN ADMINISTRATIVE CODE 308 Unofficial Text (See Printed Volume). Current through date and Register shown on Title Page. (3) If any portion of a service road right -of -way lies within within the setback area, if the entire service road right -of -way the setback area determined under sub. (2), the setback area shall does not lie within the setback area. Any increase under this para- be increased by the lesser of the following: graph shall be measured from the nearer right -of - -way line of the (a) The width of the service road right -of -way, if the entire service road. service road right-of-way lies within the setback area. Any in- Note: For example if a service road ROW extends 15 feet (measured perpendicu- crease under this paragraph shall be measured from the boundary larly to the setback) into the setback determined under sub. (2), and runs for a distance of the setback area determined under sub. 2 . of 100 feet the setback determined under sub. (2) shall be pushed 15 feet further from ( ) the centerline, running for a distance of 100 feet. See Graphic. (b) The distance by which the service road right -of -way lies - ----------- - _. --------- - - /--- REQUIRED SETBACK —, I X 1 --•-- -- •--- - - - - -- - ._._..... _ NORMAL i SETBACK WITHOUT____, - - SERVICE ROADS SERVICE ROAD X -- ----- --_- ------ ----- --------------------- - - - -•---- ---- --•------- - -- ... -. ....... ... ! STH 1001 SETBACKS I � WHEN SERVICE ROAD ENCROACHES PARTIALLY i - - -- ----- --- - -- _ - -- - -- -- ------ REQUIRED SETBACK NORMAL X .._....... - WITHOUT_ SERVICE ROAD ; I - - - - - -- I - -- - -- — SERVICE ROAD= X STH 1001 i SETBACKS WHEN SERVICE ROAD LIES ENTIRELY WITHIN Register, December, 1999, No. 528