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HomeMy WebLinkAbout002-1023-30-1005t. Croix County Zoning Friday, July 25, 2003 x:2:34:46 PM Detail Sanitary Information Page 1 of 1 Computer #: 002-1023-30-100 Sub/Plat: NA Section: 11 Parcel #: 11.29.16.163D Lot: 2 TN/RNG: T29N R16W Municipality: Baldwin Township CSM: Vol. 14 Pg. 3844 1141/4: SE 1/4 SW 1/4 Owner: Lavasseur, Tom 2530 County Road E Woodville, WI 54028 State Permit: 399482 Issued: 10/22/2001 POWTS Dispersal: Mound Permit: New County Permit: Installed: 11/06/2001 POWTS Detail: Mound Bedrooms: 3 1 Fund: POWTS Pretreatment: Unknown ~ Notes Inspector As Built Plumber Other Requirements ~ Additional Notes ~ Money Owed Kevin Grabau >4/1/00 -Not Required Utgard, Brady ~ `~' $0.00 Signed Off: Yes ~(, p Maintenance `~~V n „,,~J Scheduled Puma Date Pumped 1st Notification 2nd Notification 3rd Notification 1~l/1/" _ ~~" ------_-11/6/2004_----------- --------- ------- ( --~ ~- ------- ~~ i n/~.7 ~ ..± ~~ .. ~ ~~ M ~ ~~ -~ ~ ~ ~ ~ ~ ~~ ~~~ , ~- ~, ~~ ~~~ . ~ ~ ~ ~~ ~ ~ ~ `~ o ~ ~ °~ U ~: ~ ~ ~ ~ St. Croix County Zoning Detail Sanitary Information Friday, July 2S, 2003 at 3:01:59 PM Page 2 oj3 Computer #: 002-1023-30-100 Sub/Plat: NA Section: 11 Parcel #: 11.29.16.163D Lot: 2 TN/RNG: T29N R16W Municipality: Baldwin Township CSM: Vol. 14 Pg. 3844 1/41/4: SE 114 SW 1/4 Owner: Lavasseur, Tom 2530 County Road E Woodville, WI 54028 State Permit: 399482 Issued: 10/22/2001 POWTS Dispersal: Mound Permit: New County Permit: Installed: 11/06/2001 POWTS Detail: Mound Bedrooms: 3 WI Fund: POWTS Pretreatment: Unknown Notes Inspector As Built Plumber Other Reouirements Kevin Grabau >4/1/00 -Not Required Utgard, Brady Signed Off: Yes Pam Quinn NA Utgard, Brady Signed Off: No Additional Notes Monev Owed $0.00 Maintenance Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Notification 11/6/2004 Notes Inspector As Built Piumber Other Reouirements Kevin Grabau >4/1/00 -Not Required Utgard, Brady Signed Off: Yes Pam Quinn NA Utgard, Brady Signed Off: No 7/25/03 - received a call from homeowner wanting $0.00 to know size of mound design. She says that the builder and plumber knew from the start that they have 5 kids and would be building a 5 BR house!!! She is irate that the builder and plumber led them to believe that the system was fora 5 BR and even told them that the tank was a 1250 gal capacity (still not right size for 750 gpd). They were never given a copy of plans or maintenance information, so when filter plugged they were "surprised". Will mail them a copy of all pertinent mound design, permit and inspection information ASAP. Additional Notes Monev Owed $0.00 7/25/03 - received a call from homeowner wanting $0.00 to know size of mound design. She says that the builder and plumber knew from the start that they have 5 kids and would be building a 5 BR house!!! She is irate that the builder and plumber led them to believe that the system was fora 5 BR and even told them that the tank was a 1250 gal capacity (still not right size for 750 gpd). They were never given a copy of plans or maintenance information, so when filter plugged they were "surprised". Witl mail them a copy of all pertinent mound design, permit and inspection information ASAP. Maintenance Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Notification 11 /6/2004 St. Croix County Zoning Detail Sanitary Information Friday, July 2S, 2003 at 3:01: S9 PM Page 3 oJ3 Computer #: 002-1023-30-100 Sub/Plat: NA Section: 11 Parcel #: 11.29.16.163D Lot: 2 TN/RNG: T29N R16W Municipality: Baldwin Township CSM: Vol. 14 Pg. 3844 1/41/4: SE 1/4 SW 1/4 Wisconsi~epartment of Commerce PRIVATE SEWAGE SYSTEM ,Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Lavasseur, Tom Baldwin Townshi CST BPA Elev: Insp. BM Elev: BM Description: 6U ~ 0 f l ~ • p ~ C-`~T yw~ - ~ J L TONK INEORMATION EL VATION DATA TYPE MANUFACTURER CAPACITY Septic ~..~ ~-t~.R/` / ~~ / ~g ~ Dosing ~ ~~ Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~ ~ f ~ 3 3 I -` Dosing ~ ~ Zoo ~ ~ Aeration Holding PUMP/SIPHON INFORMATION f)ISTRIBl1T10N SYSTEM County: $t. CrOIX Sanitary Permit No: 399482 State Plan ID No: Parcel Tax No: 002-1023-30-100 l 1, ~-°~, l.l~ ~ t ~3 D STATION BS HI FS ELEV. Benchmark ~ , Alt. BM Bldg. Sewer I .3-}' 9y 63 f St/Ht Inlet '~ , qp 1 u ~~ 02 r St/Ht Outlet Dt Inlet Dt Bottom 15.3 ~ 90.0 Header/Man. ,r$ f ol•~'Z Dist. Pipe , fo , fob 01.35.- Bot. System ~,2~ 3.2 f 00 • ~S rFinal rade I ~~ w~~~ ~Q, l2 { -~ en Header/Manifold Distribution ~~ x Hole Size 11 x Hole Spacing Vent to Air Intake f ry Length 3 '~ Dia ~ /_- Pipe(s) ~ Length 3~ Dia ~ Spacing 3 ' ~ ~ ~ (o ~~ ~ ~ ~_~.. COII ('.AVER ., D.n~en~n Cvc4nmc nnla ..,. Mnnnrl nr 04.Arada Svs}ems ~nIV Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil ~ Yes ~ No [] Yes ~ No G~ CO MENTS: (Inc1 d co a discrepencies, persons present, etc.) Inspection #1: 1~/ ~6 / C°~ ~' c~-s~ ~ ~+re¢c~'o+.. dm'!r~ ~1, I' lew 'f'~ ~ v- Location: 2530 County Road E Woodville, WI 54028 (SE 1/4 SW 1/4 11 T29N R16W) NA Lot 2 1.) Alt BM Description = u-5~ S •T '""e''~~ «/"• 2.) Bldg sewer length = 37j -amount of cover = ) Lk2, L 5e ; I ~~~. 3.) Contour = C+a' gyp' ,~- ~ ~ p,('- ~o(p. ~ ~ J Inspection #2: r/~_~ Parcel No: 14.29.16.163D i, ~,,~,~ ~ - IOD E~~.~4i Nom: --- # ~n r~sion Required? [~ Yes No ~~ oG bl ~ 1 ~..is~ Use oth r side fo additipnal inf rmation. ,_ I_~Q~?~~^-• ~J~` 'G~~ ,,Q_ sew `a+A C~ho~ Date Insepctor's Signature Cert. No. SB17~710 (~ R 3197) ~ ~ ~.A•= ~ ~- -7 fzs/63 ~~l~y k/+~~cL ~GCU<dSIQCcr C~~ E IlvG ~~~ ~~~~~~ s--Q ~Y~~ -~ ~ ~~ ~~ ~~ ~~ w~ ~~~ 4 e oZ, S30 ~- Sanitary Permit Application Safety & Buildings Division ~' In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave. ` ~SCOns~h See reverse side for instructions for completing this application PO Box 7302 WI 53707-7302 Madison t)epartment of commerce Personal information you provide may be used for secondary purposes [Privacy Law, s. 15.04(1 , (Submit completed form to county if not state owned.) Attach complete plans (to the county copy only) for e p r less than 8 -1/2 x 11 inches in size. County,._ State Sang 9 Pe~ it Number D~ revis n to pre ,ap ication 'Z ~' State Plan I. D. Number / ~ -. I. Application Information -Please Print all Information ~ u~ Location: Property Owner Name a ~~ Property Location ' ~ ~' ~' ~~ ~ ~ R ~~1/4 S ~~T ~~ :: t J:. r , --1/ , Property Ozzwner's Mazling Address t., , S ' Lot Number Block Number ~J~ Q. City, State Zip Code P#iopc Number ~ Subdivision Name or CSM Ner II. ype of Building: (check one) as S mil 1 or 2 F Dwelli - N f B d ~ ^ city Village y q a ng o. o rooms : e • Town of ^ ublic/Commercial (describe use):_ 1 ^ State- ed NearI~oacji ^~ u ~ O .. nn nn `,. 0 `" 83' (0 ~ ~ ~ el N° ~( . K p U~6~dC~ ct Saner . - ~ " r III. Type Permit: (Check only one box on line A. Check box on line B if applicable) A) 1. New 2. ^ Replacement 3. ^ Replacement of 4. 5. 6. ^ Addition to System System Tank Only Existing System B) Permit Number Date Issued ^ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) -'(ofl , ~1Von-pressurized In-ground ound ^ Sand Filter ^ Constructed Wetland "^ ressurized In-ground o mg Tank ^ Single Pass ^ Drip Line ^ At-grade ^ Aerobic Treatment Unit ^ Recirculating ^ Other: V. DispersaUTreatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6,~System Elevation 7. Final Grade ~/~D Required 3 s Proposed Rate (Gals./day/sq. ft.) (Min./inch) / Elevation 7 3 7 S /~ a ~Do. ~ 3 VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing Crete strutted Tanks Tanks T /OG2~ /C~o / 1,c~-~ ^ ^ ^ ^ ~ ~SC~ ~- ~s0 ~ ~~r\ ~- ^ ^ ^ ^ VIII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS sho on the attached plans. Plumber's Name (print) Plumbe Signa (nos ps : MP PRS No. Business Phone Number ~} ~" aao 3s ~ his - ~~ ~ - ~~r Plumber's Ad ress (Street, City, Sta , Zip C e ~~ ~~o ~ ~ ~tv ~ ~~ ~~~© IX. County/Department Use Only A d ^ Disapproved ^ O Gi I i i l Ad Sanitary Permit Fee (Includes Groundwater Date Issued Surcharge ee) Qp Issuing Agent Signature (No stamps) pprove wner ven n t a verse 32~ ~ ~~ ~ { Determination ?~ .19 l1. X. Conditions of Approval easons for Disapproval: / ~ ~ ~- ~t ~S• n . >~~~ ~FfC ~~„dR_ cy~,- ,.~A~ _l.ru. -~11.T'~ e.+-e1L CCI.I.tA~- ~ S ~ ~ ~~~p._ ,n,6,µ.- t~.~n ~~a~.K.~. SBD-6398 (R. 07/00) 4 .~ ~ ~ ~scons~n Department of Commerce Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264-8777 www.commerce.state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Acting Secretary October 02, 2001 CUST 1D No.220357 BRADYJUTGARD 110 KELLER AVE N APT 112 AMERY WI 54001-1034 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/02/2003 Identification Numbers Transaction ID No. 676343 SITE: Site ID No. 636323 TOM LA VASSEVER RESIDENCE Please refer to both identification numbers, CTH E above, in all correspondence with the agency. TOWN OF BALDWIN ST CROIX COUNTY SE1/4, SW1/4, S11, T29N, R16W FOR: NEW MOUND, 45~ GPD OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 812742 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes ~•Q ~~°~.T and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in ~`OIQ la u ~~®l chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. q ,.~.. The followin conditions shall be met durin construction or installation and rior to occu anc or use: ~ ~ r u t.'''~ g g P P Y ~~ .:: G1.P h."E~fT OF' General Approval Conditions: 0~~;~ SpFEfY • This system is to be constructed and located in accordance with the enclosed approved plans and with the ~~~ "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems SBD-10 "`-`~ ~_,~,~~~ESi ( N.O1/O1) and SSWMP Publication 9.6, "Design Of Pressurized Distribution Networks For Septic Tank- Soil ~` Absorption Systems." • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • A Sanifary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The maintenance plan for this system must be given to the owner of the POWTS. Site Specific Conditions: • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. . . BRADYJUTGARD Page 2 10/2/01 • Surface water drainage shall be diverted away from the system area. • Materials shall conform to the requirements of COMM 84. • Maintain well and waterline set backs per COMM 83.43(8)(1). • The designer proposes to install a state approve outlet filter to achieve the requirement of wastewater particle size. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic tank outlet filter will be required. The outlet filter shall be installed per product approval stipulations. • Provide frost protection per COMM 83.43(8)(c). 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. 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. Sincerely, /°"' /- .,- ~ ~~ ~------~ "~-RATRICIA L SHA ORF / POWTS PLAN REVIEWER , INTE, TED SERVICES (715) 634-7810, FAX: (715) 634-5150 , M-F 7:45 AM - 4:30 PM PSHANDORF@COMMERCE.STATE. WLUS FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART code: 7633' cc: TOM LA VASSEVER . x MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: la vassever Owner's Name: LA VASSEVER Owner's Address: 1475 HWY 65 NEW RICHMOND, WI. 54017 COUNTY RD. E Legal Description: SE SW S11 T29 N,R16W Township: BALDWIN County: ST. CROIX •~~ (l~~y Subdivision Name: .~ ~ >:~ ~ ,1. Lot Number: Block Number: ~M~nERCE :iJU B ~~ Parcel I.D. Number: 002-1023-30 a _ Ol~Dc1~1CE 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 PLOT PLAN Page 9 SIOL EVALUATION Designer: BRADY UTGARD License Number: 220357 Date: 09/13/01 Phone Number: 715-268995 Signature: Designed ursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) Version 3.11 (R. 06/01) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Infor mation (r or c) R Residential or Commercial Design 300.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) 450.00 Design Flow (gpd) 1.25 Site Slope (%) 99.80 Contour Line Elevation (ft) 26.00 Depth to Limiting Factor (in) 0.40 In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) _ 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) 1 Influent Wastewater Quality (1 or 2) Pressure Disribution Information (c ore) c Center or End Manifold 3.00 Lateral Spacing (ft) 4 Number of Laterals 0.188 Orifice Diameter (in) (e.g. 0.25) 3.00 Estimated Orifice Spacing (ft) _ 2.00 Forcemain Diameter (in) 155.00 Forcemain Length (ft) 89.00 Pump Tank Elevation (ft) 3.25 System Head (ft) x 1.3 11.47 Vertical Lift (ft) 3.28 Friction Loss (ft) 18.00 Total Dynamic Head (ft) Lateral Diameter Selection in. dia. o tions choice 0.75 1.00 1.25 x x 1.50 x 2.00 x 3.00 x Treatment Tank Information 1000.00 Se tic Tank Capacity (gal) WIESER Manufacturer Dose Tank Information 600.00 Dose Tank Capacity (gal) 14.63 Dose Tank Volume (gal/in) WIESER Manufacturer Note: Sand fill (D) calculations assume a Table 83-44-3 in-situ sal treatment for fecal coliform of <= 3g inches. 6.00 Cell Width {ft) Are the laterals the highest int in the distribution Y network? Enter Y or N If N above, enter the elevation ft of the highest point. 9.38 ft2/orifice Does the forcemain drain back? Y Enter Y or N 25.28 Forcemain Drainback (gal) 46.90 5x Void Volume (gal) 72.18 Minimum Dose Volume (gal) 31.46 System Demand (gpm) Manifold Diameter Selection in. dia. o tions choice 1.25 x 1.50 x X 2.00 3.00 Gallons/Inch Calculator (optional) 600.00 Total Tank Capacity (gal) 41.00 Total Working Liquid Depth (in) 14.63 gal/in (enter result in cell B49) Effluent Filter Information Zabel Filter Manufacturer A100 Filter Model Number Project: la vassever Page 2 of 9 Mound Plan View ... ................................. 1 /10 B • Observation Pipe ' Q ' ;~' . •~'. ;.1 ~ • ~~'. ... .~}. . ~~ B .~ . . .... .................................. .. ......................................... ......................................... ......................................... ........................................ ........................................ .----. T L - -r -f _~ -1 Mound Component Dimensions Down slo a toe extension made. A 6.00 ft E 10.90 i n H 1.00 ft K 7.93 ft B 75.00 ft F 9.25 in r 9.00 ft L 90.85 ft D 10.00 in G 0.50 ft J 8.08 ft W 21.08 ft 450.00 (ft2) Dispersal Cell Area 1125.00 (ftZ) Basal Area Available 6.00 (gpd/ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 102.40 (ft) G • H I F . • : ~ : ' ~~~~~'~~'~ 101.13 (ft) Lateral Dispersal Cell 100.63 (ft)--- - Invert Dispersal Cell :~ ~ ~ ' ~ ~ i Elevation E • ~ D ~ ; ~; • Shading Key 1Q f~ Topsoil Cap ©0 Subsoil Cap ['_:~ ASTM C33 Sand ":,::~:"?: Tilled Layer Q5 Aggregate 1.3 % Site Slope '~ c. ~- Disper, c ~°~ 1.5 ft ~• ; d 0.5 ft :'Typical Late a 1 " . .... .. .... .. *-- A ,. . , , .~ - 99.80 (ft) Contour Elevation Geotextile Fabric Cover See lateral details on Page 4 for number, size, and spacing of laterals. Laterals are equally spaced from the distribution ce11's centerline in the distribution cell (AxB). Project: la vassever Page 3 of 9 Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at any point. { I? i=Turn-upwlball valve or If-x-~IExl2 I x12-~I cleanoutplug Holes drilled on the bottom of the lateral. Laterals are identical Laterals & Force main of PVC Sch 40 per COMM Table 84.30.5 S ~L Number of Laterals 4 Lateral Diameter 1.25 in Lateral Length (P) 36.80 ft Lateral Spacing (S) 3.00 ft Lateral Flow Rate 7.86 gE System Flow Rate 31.46 gE Total Dynamic Head 18.00 ft Orifice Diameter 0.188 in Orifice Spacing (X) 3.20 ft Orifices per Lateral 12 Orifice Density 9.38 ftz/orifice Manifold Length 3.00 ft Manifold Diameter 1.50 in Forcemain Velocity 3.21 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and -~ Comm 16.28 WAC ~_ ~ Disconnect ~ 4 in. min-_ Tank component is properly vented WIESER Ca aci 600.00 Volume 14.63 Manufacturer Gallons gal/inch Dimension Inches Gallons A 26.08 381.52 B 2.00 29.26 C 4.93 72.18 D 8.00 117.04 Total 41.01 600.00 ~ Aitemate outlet location Forcemain diameter ~ 2 in. Weep hole or anti- siphon device P~mp off elevation (ft) 89.67 Dank elevation (ft) 89.00 Alarm Manuafacturer LEVEL Alarm Model Number DLV Pump Manufacturer GOULDS -~ PLmp Model Number EPO5 Pump Must Deliver 31.46 gpm at 18.00 ft TDH Project: la vassever Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name UTGARD --~ Phone 715-268-6995 POWTS Regulator's Name ~ ST.CROIX 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 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Freauencv Septic and Pump TanH Effluent Filter Pump and Control; Alarm Pressure System Mound Other Ins t and/or service once eve 3 ears Should ins t and clean at least once eve 3 ears Test once eve 3 ears Should test month) Laterals should be flushed and ressure tested eve 1.5 ears Ins t for ndin and see a e once eve 3 ears FILTER ONCE YEAR 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 Detaii Finished .~~~~.~~~~~~~.~ ................ 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: la vassever Page 5 of 9 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 fts' component manuals [SBD-10691-P (N.01/01) and SSWMP Publication 9.6 (01/81)] and local w state rules pertaining to system maintenance and maintenance reporting. No one should suer enter a septic w pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance wtth Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic w 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, w 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 w unauthorized entry into a tank w component. Septic Tank The septic tank shall be maintained by an individual cert~ed to service septic tanks under s. 281.48, Stets. The contents of the septic tank shall be disposed of in accordance wtth NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall lie assessed at least once every 3 years by inspection. The outl~ fitter shall be cleaned as necessary to ensure proper operation. The fitter cartridge should not be removed unless provisions are made to retain sdids in the tank that may slough off the fitter when removed from its enclosure. If the fitter is equipped with an alarm, the filter shall be serviced ff the alarm is activated continuously. Intermittent filter alarms may indicate surge flows w an impending continuous alarm. The septic tank shall have its contents removed when the vdume of sludge and scum in the tank exceeds 1/3 the liquid vdume of the tank. If the contents ~ the tank are not removed at the time of a triennia{ assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than ma>amum scum and sludge accumulation in the tank. The addition of bidogical w chemical additives to enhance septic tank performance is generally not required. However, 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 filter is installed within the tank tt shalt be inspected and serviced as necessary. Mound and Pressure Distribution System No trees w 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 sal compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold 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 BODS, 150 mglL TSS, and 30 mg/L FOG for septic tank effluent w 30 mg/L BODS, 30 mg/L TSS, 10 mg/L FOG, and 104 du/100 mL for highly treated effluent. Influent flow may not exoeed ma~dmum design flay specifred in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and tt is recommended that each lateral be flushed of accumulated sdids at least once every 18 months. When a pressure test is performed tt should be compared to the initial test when the system was installed to determinerf orifice clogging has occurred and ff orifice cleaning is required to maintain equal distribution wtthin 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 monttoring. Contingency Plan If the septic tank w any of its components become defective the tank or component shall be repaired w replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm w related wiring becomes defective the defective component(s) shall be immediately repaired w replaced with a component of the same w equal performance. If the mound component fails to accept wastewater w begins to discharge wastewater to the ground surface, tt will be repaired w replaced in its' present location by increasing basal area if tce leafage occurs w 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: la vassever Page 6 of 9 • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. 3871 EP05 APPLICATfONS Specifically designed for the following uses: • Effluent systems • Homes • Farms • Heavy duty sump • Water transfer • Dewatering SPECIFICATIONS Pump: EP04 • Solids handling capability: 'la" maximum. • Capacities: up to 55 GPM. • Total heads: up to 24 feet. • Discharge size: 1'h"NPT. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA•N eiastomers. • Temperature: 104°F (40°C) continuous 140°F (60`C} intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Pump: EP05 • Solids handling capability: /a" maximum. • Capacities up to 60 GPM. • Total heads: up to 31 feet. • Discharge~ize 1'Iz" NPT. • Mechanical seal carbon- rotary/ceramic-stationary, BUNA•N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. ~~ Motor: • EP04 Single phase: 0.4 HP, 115 or 230 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • EP05 Single phase: 0.5 HP, 115 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • Power cord: 10 foot standard length, 16/3 SJTO with three prong grounding plug. Optional 20 foot length, 16/3 SJTW with three prong grounding plug (standard on EPOS). Goulds Submersible Effluent Pump ~~ • Fully submerged in high grade turbine oil for lubrication and efficient heat transfer. Available for automatic and manual operation. Automatic models include Mechanical Float Switch assembled and preset at the factory. FEATURES ^ EP04 Impeller: Thermo- plastic Semi-open design with pump out vanes for mechanical seal protection. ^EP05 Impeller: Thermo- plastic enclosed design for improved performance. ^ Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resistance. ^ Motor Housing; Cast iron for efficient heat transfer, strength, and durability ^ Motor Cover: Thermoplas- tic cover with integral handle and float switch attachment points. ^ Power Cable: Severe duty rated oil and water resistant. ^ Bearings: Upper and lower heavy duty ball beanng construction. AGENCY lfSTfNG $P Canadian Standards Association (CSA listed model numbers end in "F" pr "AC" ) METERS FEET ~o 9 30 ~~~--SGPM 8 ~ 6 ~2.5FT 25 ,~ 111 o ~ a w x U 6 20 z 5 0 15 4 0 ~' 3 10 2 5 1 0 00 10 20 30 a0 50 GPM r^~ ~ ii ~ ~~ 1 = No 7"~ ~ 3~y I~u L... o a ,r r- Sly ` ~ ~ U ~- /~ / ~ Bea ~ ~°~ ,-~0 o~ ~~ ~~ D'" n x ~rt~l- D~ S~ y W~sconsinDepartmentottndustry, SOIL AND SITE EVALUATION REPORT Pa e ~ of '3 La[~r and Human Relations g .- - Div,:on of Safety & Buildngs in arrnrri with II I-IR A 3 n~ 1Alie Arlin r`nrlo ~,, Horizon Depth Dominant Color Mottles Texture Structure Consistence Barxiary Roots GPD/ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. g~ Trerxft ~ D- l ~ 1 o`'t cZ 3 l Z - S l` Z.'F s b k wi.'F h cg - • 5 ..6 z. do 2y I.o~tZ316 - sit Z~sb-z m.~- cw - . S ,6 3 Zy-31 ~.SY -Z ~ [ y L lcSblz ,n'Ft.- cs , ~ - ~ - S ~ 31~~ . 5 `r11Z Sly ~'1L~~12 SlQ L t~ ti.., wc'Ft- - -'~ 'y SOIL DESCRIPTION REPORT Remarks: Boring # p~~ ticv~~.t3:u i:4 ~~ Ground elev. ~S fL Depth to limiting factor y 31 Boring # Z ; Ground elev. °19•S ft Depth to limiting tZ6'~ ~- t o-~Z ~o~--.~-3 Z - . sal 2~sbk ~,'F- ~s - • s € •~ Z 1Z Z6 1-u`1 R 31b Sl I 2..~~~k h'~'Ft~ cg ~ • S • ~ 3 ZG-36 5'~2 31y -i~SktL 5~8 L ~~,, wi'F1.• ~ - _ ~ -`} Remarks: ST Name:-Please Print Arthur L. Wegener Phone: 715-425-0165 ' ~ergerer Soil Testing & Design Service-P.O. Box 74 River.Falls,WI. 54022 ~' signature: ~_..y1 /_ _ 9.9 -Z93 -~ Date: `) ~ / _ ~~ CST Numbs 2 2 0 2 5 4 •l ~'~'A~~ ~- O - ---- COUNTY Attach complete site plan on paper not less than 8112 x 11 inches in size. Plan must include but S-T' - ``R.U VC , not limited to vertical and horizontal reference point (BM), directio '%qf slope, scale or PARCEL LD. # dimensioned, north arrow, and location and distance to nears odd ! ,~~, ` DO Z - 1 p Z3 - 3p ~ - APPLICANT INFORMATION-PLEASE PRINT ALL~l=`b1fi10ATI0t* ° IEWEDBY DATE ~ f.._~ ., PROPERTY OWNER: _ . ` F9 ERTY LOCA ON G LL JN Y"L C EL N ~ , , , ,, . &91~F. tAT ~ ~ 1/4 SW 1/4,S ~ ~ T Z~ ,N,R L 6 E ( W PROPERTY OWNER':S MAILING ADDRESS • do s a c,o~ • ~~ ~~ m Lb z ~ Q LOT' - :~ ~ ~_ BLQCIf #i SUBD. NAME OR CSM # . o _ CITY, STATE ZIP CODE PHONE N MBER - ~ a;," Y.., W~~V1.L.l~ ~/ S~oZ$ (ll~ 2,(j5= Z`Z.t-'~' ~ ~I,TY ^VILLA E [`t]fOWN ' ~ ~L-,Dwlfv NEAREST ROAD ~UU ~~ y [~ New Construction Use [XJ Residential / Number of bedrooirls _ ~_~, °~~..--'~y [ ]Addition to existing building j ]Replacement ' [ J Public or commeraal desaibe Code derived daily flow b~D gpd Recommended design loading rate - bed, gpd/ft2 ~ ~{ trench, gpd/ft2 Absorption area required Soo bed, ft2 5 OD trench, ft2 Maximum design loading rate • S bed, gpd/ft2 • b trench, gpd/ft2 Recommended infiltration surface elevation(s) ~~ C) •~ ft (as referred to site plan benchmark) Additional design /site considerations '-'1 ovt~) w~ S `xLU a' ~ 12~~vCt{- . N~ t-VtlvitJ r~ LZ-~ yF Si~C>tA F~t-r_ , Parent material L,b1~TS ~ au~~ Lfl'fCl~l~( 6t.~'tCuPrt. 'R Ll ~ Flood plain elevation, if applicable IV. A- • ft S =Suitable for system U =Unsuitable fors stem CONVENTIONAL ^ S l~ U MOUND ~ S ^ U IN-GROUND PRESSURE ^ S ®U AT GRADE ^ S ®U SYSTEM IN FlLL ^ S ~)U liOLDWG TANK ^ S I~ U ,/a ( 5 •S~ .~ .S -S~ PROPERTYOWNER_~'P5~-~krl.l~ SOIL DESCRIPTION REPORT ~ Page' Z'oi ~ PARCEL I.D. # OOZ - 1 OZ3 -3 O Boring # <~ ~ 3' Ground elev. Depth to limiting fact~or~ Boring # ~...~.;» ., ~.r ~~ : ~\ ~~t?:4 ii.i i? Ground elev. f t. Depth to limiting factor Boring # 2:i:t::S ~Y::;+:r::`: r:;: ~ : •.:ti•:::::•:: k~~ '`''} ~: lui`• Ground elev. f t. Depth to limiting factor 3oring # >:..... ~ ... arOUnd alev. f t. )epth to inviting actor Horizon Depth in. Dominant Color Munsell Mottles Qu Sz Cont Color Texture Structure • G S Consistence Bourxiary Roots GPD/ft . . . r . z. Sh. Bed Trends o- l ~ l l~ `1 lZ 3 L Z. s t l Z.`~ S b lZ v-~'~r ~g , 5 .6 Z ~~ Zo ~o`~ IL- 3! 6 ~ s i 1 Z.`F s~~ m'A- ~- - - s . 6 3 Zo Zt3 `~ ~S ~t2 31 y - L ~ ~-S61z -n'F~ ~.s ~ •~c -S 4 ~-8'-~C3 S 4R- ~[ y -i . ~ R S !~ L o`r`. yn'F-- - - ~ ; . y I Romar4e• j i i i Remarks: temarks: 'S S~ ~~ Remarks:. .n n~•inT •'.r ~,. .~ ,~ PLOT PLAN Page 3 of 3 SCALE 1"= ~~~' -ypT~-s = --6-~_'- ~L,L00-p'dN_Z'~L~'IGN~ 3!y' ~1R; P15.~=.~TA~. _ _ _ _ _-. --- - - --- 1^'1'~ Z__- L~ _ boo , o' y ,~ ~ . ti ti - ---._. ffivSE1'O 8F. rte-- ~M-s`7° =z.s' F,Zpwt Mou~:.~ --- $--~ t~z v ti~ g.2 ~-`~9 s ~ ~,5' o 0 ~"I.S l \ ~ LUU ; \~ B•3 \ \\ ~ ~ ~\ ~ Db -voT e0--t,p~q- ~ 1 \` ~~ ~ LSZ-12p \~ ~- ,~ ~s ~~ _v ~ ,\ ~ g,~ z~~M.q s • 3r--t~ ~+ _~ 0 fp ~, ~ _eou~~( E ~- - o- ~ ~ i 1`0 z S o T~ sT', `~9-Z93_ l3 z.zoZ,sy ~. ~ l ~-6-49 c ~1s ~ 425-~"I h5 CST Signature Date Signed Telephone No. CST # ZSO~ ~ I v t3 oT1~ ~ o-_ ~l~.sv el,~ ~~- lpu.a. ~EPTT(~'. T.4:Iv~,:: ALAI?~1 E;'~~i,Aa~iC.'F A~~iI~..1°;L;.'•.~1'F'NT ~.rrl:~ C)~,~Jl~;~;~~::~~-i~P (::tI;.TI.t,IC~'A'L'iC`2~i F'+JR.Nl R~7`.vt; ::~13t3'~.:: ...etc t~~ ~~a ..G.'~3 .~.:;.r~ ~..-~rs.., ......_....,, _ .._._ . .... _.... .............__ . [~~,Ltit..~ :.hy •h4 w~. `~~I. ~-. ~--.,,.l.~l~ r.~y. .~ ~~~....... ,.. ~••~~:-l_~1~.. 1"..V ~~l/~ ..,~n.1.e:.e.~.....-..~u~...~.L..Y.~-.r~__..- .~~... ~ ..__.. ........ r....... ....-r..w ...,.~.w.i. ~~ . a ~, - • .......... W.-.._. (Veritica iou rcquirrd tr~~tYt PlannlnR .Department toz new cor~stntG~i~n),.,,, „ - ,._ ~ ~ s.,.,,,,._..,.,.,..,.,.,,. a3 - -~ t.;t~Y:!''taCe .. t`u•cvl fde•nt~#icatio'~ Nu.rn.b, * _~~.1~_.---f -d_~_...._..~.~_ O lJ'TO~;'~: '1V ~.t:::G' - ran a,f; iC`e.t'~:i.:ietl litr,, ,; ~$:u.~r ;H ..__~~~3~_.w~,_....._, ~"t,lun~r k'a~e # --- 3-~~L "~~',:T.a•; ~.tat:y y'~;~~ N ._ _ ..~ ~~_.~~' ..~~ . _ .._...... ~~ ;>1~sz:. ..~,.~7 ~0,,_.. ~'.i~.~' ~ V...~t/~r..., . _..._.. Spet, .rouse -- ~ '~°;s '~ no i,c>t fines it~Pntita~hle P~=fires 1.,1 n:~ lnopro o~: r' ~ ue and main~ten;anceof yQUr septic system could zesult in its prornature •failurc to handle wastas. Prnprr m~apxtt~tuance const.:?.c of puz.zpia ;out the sPT-"tic tanik every three yevr5 or soarter, if needrd by a iiccnscd purnpcr. Vrrbat you pur, into rise. system can. ais:xt the x:al;,:,cian of the sti::ptzc tank as a treatment stake in the wasac disposal system. - The p;ro :: ,. °ry owner a~:aees to submit to St. Croix I.onin~ >.~eputrueut a certification fazrn.. sit~ecl by tbe. o~`~ser.zrd by a ' difipo znastr. r oltrmba, ~, i i;n: tne}wan pltxuibtu', rtstrictt~pltunbcr or a iic;onscd puuipcr vc-ifyiag t%at (t) ttic nu-SiCr wastewater s~tt~ system is in ~: ,per opt ;r:;~t: ig condition and%or t 2) after inspection and purraping (is necessary)., the se~~tie tank is less tb,am 1Y3 full of 'i~iudge. l~wr., ~. ;c undcrsi ?ir~;d have rear; the above requirements anti agree to maintain the private sewage disposal system ~witlx tlzt ;;te:ndards set fare >~, heieiai.. <'~.~ s:et by ibe L.separhncut of Cvztunerce and ~e l.fepactrncnt of Naturnl Resou,Yces; State of 'wiscoasia. Cel:~t~c`.at~ian statintr~tltat yotu• ;;:; rtic syeteai i~as been mauxta~ittod.must be completed anti retxuAaed to the St. i.;r~aix Courtty :Lonin~± UfiYCe~t~rithin 3Q ~.iays a, nc~. tL<.--c ~,:~ :xc C~tl~~.eildl0.} :I~1t'C- i - ,c! ' ,,,.,,, `~ / ~-.4~~--Ire , . _/ti?'~ty /fi''i3/ Z~ .~i ~~~' >c,~~> /.v~~. l.7?~!1~k~L :.c~:.:.t:.. I (vve'J c~;.;•;.ify that all t:taternent~ on this form arc true to the best of my (our) latotivledne. 1 (we) arzt (arc} tlxr, ovnc:r(s) of the n:r::;~ezty dtsr „•i~ rid above, E y virtue: o> a wazranty deed recorded to itegistcr of Deeds Office -!7` {, K ~.:. -1 ~_C' ' r.... T.'~A A L +*"•~'' Any i~:t:t~~r~r:~ation that is nus-.represensedmay result in the sanitary pezzn.it heitz~ revoked by ~'~e Zoning Dep;-ctlneu::"***~« ~ 4J ~ ~'1/ ... 14.. .7~G. l /.._. _- j -.~..._f..l~~'~-,,.d_~„_.~'Y .~ 1.U~Y~t1 ~1I ~N3!'.rL...`/~f.:~i..~.~- «« lCtz,-;ude Wit.tt •,~ fi Is applicati~~in: s starrtped w3tranry deed from the KeQistCr of Uceets otlicc a copy of the ceztEticd suzvty txtap if reference is made fst the w:errs.nt•~~ decd. " 622950 STATE BAR OF WISCONSIN FORM 2 - 1998 KRTHLEEM H. WALSH WARRANTY DEED kEGISTEk OF DEEDS ST. CkOIX CO., WI DocumentNUmber RECEIVED FOR RECORD '~~ OS-15-2000 9:00 RM This Deed, made between Glenn Malcein and Joan Malcein, husband and wife YRRRANTY DEED EXEMPT 1 Grantor, CERT CORY FEE: COPY FEE: and Thomas G. LeVasseur and Antonia R. LeVasseur TRNNSFER FEE: 100.50 husband and wife as survivorship marital property RECORDING fEE: 10.00 PR6E5: 1 Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin: Lot 2 of Certified Survey Map, filed in Volume 14 of Certified Survey Mapa on page 3844 as Document No. 622362, located in the SE 1/4 of the SW 1/4 and in the NE 1/4 of the SW 1/4 of Section 11, Township 29 North, Range 16 West, Town of Baldwin Exceptions to warranties: easements, roadways and restrictions of record Recording Area Name and Return Address RETURN TO: T1TL.E ONE 70619TH STREET SOUTH HUDSON, WI 54016 -1023-30-000 (SESW) Parcel Identification Number (PIN) This is homestead property. (is) (is not) Dated this ~~/~'__? day of -~ AUTHENTICATION Signature(s) authenticated this day of , TITLE: MEMBER STATE BAR OF WISCONSIN {If not, authorized by § 706.06, Wis. Stets.) THIS INSTRUMENT WAS DRAFTED BY Michael H Forecki Attorney Eau Claire. Wisconsin (Signatures may be authenticated or acknowledged. Both are not necessary.) -Glenn Malcein •Jo Malcein ACKNOWLEDGMENT STATE OF WISCONSIN ) ss. St. Croix County perso,Stall_ ~~ came before me thi `~ day of {'1/ tC~-(it a above named Glenn Malcein and Joan Malcein to me known to be the person who executed the foregoin/g instrument and acknowledged the same. 'Tracy L Turner Notary Public, State of Wisconsin My ~~mm~tsstot~tmanent. (lf not, state expire[ on e: Tracy L. Turner 'Names of persons signing in any capaary must be typed or printed below then slgnaWre. Cutat9 Of W19Ca{ STATE BAR OF WISCONSIN ii WARRANTY DEED FORM No. 2-1998 croauoatl with ZipFOrm ^ by Veniso% Inc 18015 Fi%aen Mile Hoag, Cfntan Townshgr, Abclxgan 48035, (800)363.9805 Century 21 Premier Group 70ti 19th Sr. Hudson W I $x016-? 161 Phew' 171513sc-8207 Fan'. (715) ]96-6651 ~ 545 ~ ~, ~ ~ ~. __. FORM N0. 985-A ~ es22~62 ~!!~"""°' KATHLEEN H. WALSH kEGISTEk OF DEEDS --~ Stock No. 26273 ST. CkOIX CO., WI r ~\ ~, RECEIVED FOR RECORD ~! ` ~~ R~TI~D SURVEY MAP ~~ ~ Z~~~ ~ ~ ~ CERT COPY FEE: ~, Q1 0 p4 ~TM`EEHH.~;;pI.SH sier of D ~ 5 COPY FEE: TRANSFER FEE: Peg~ ~ RECORDING FEE: 12.00 N ~t.Cloix 6 45• 2 ~' CERTIFIED SURVEY MAP N0 38 4 ~ - ~ VOLUME . PAGE 3844 , 4 , LOCATED IN THE SOUTH EAST 1/4 OF THE SOUTHIPEST 1/4, AND IN THE NORTHEAST 1/4 OF THE SOUTHIPEST 1/4, SECTION 11, TOl'PNSHIP 29 NORTH, RANGE 16 1PEST, TO11N OF BALDIPIN, ST. CROIX COUNTY, 1PISCONSIN PREPARED FOR DRAFTED BY: GLENN MALCEIN DONALD M. CLARK UNPLATTED LANDS PO BOX 162 y~ti 2566 C.T.H. E WOODVILLE, WI 54028 ________ ___- ~ wl3 z : Z +so~~ C 0 ~ S ~~ N87'49'37'W 1015.47' I . Y o • ., • : * { DONALD M. •~•: * ~; q I ~ I ~ CLARK c ~~ ~ ~ z ~ S-1580 I of ~ I 1r ~ MENOMONIE, ~ ~ ; A I ~ ~ ~ ~ „ , • NVI .•°•Q `~ W I °°• ~ ~ •• H 1 •''• ~~o•• LOT 1 c~ W I 3 , ,s •• .............~. . • ~~R~/ ~~~ d I : ~ 71 0 1.114,346 SQ. FT, ~, E, o _ ~~ ~ r- • p" I C25,SBtACRES) p'' I O ~ ~~" ~ RW=2,W0 SQ. FT. 3: 3 ~ I N O 3 -~ i- o a yl N N~ 1.111,706 SQ. FT. c2s.s3:~cRES> 3 ;71 • 3: w ~ z z N LOT 1 LESS RW ~"~ ~ ~ ~PI~~i9EE~ ' ~ (U ~' _ " ST. C8WHS611~UNTY Planning Zoning andPa~ksC~^-^•,• 4 87.17, ~ 43'W ,NORTH LINE OF THE SE-SW •-..-..-..'-..~'..-..-..-..• .. o o ?._.. NW_SE _ _ • p SW-SE MAY 0 3 2000 N N If not recorded within 30 days of ` approval date approval shall be S86'24'03"E 533.33' null and void p 463.23' 66' SG76 24' w 03 E ~° Ul I ~° y :- I o i N w ~° zl ~ y ~ ~ ~N ~ iv co I ~ a I W^ w ~t ~ ~ O ~ '_. A I ~ N W; ~N o LOT 2 ~ ; ': w~ I W I ~ E" N z 882,893 SQ, FT. ~ <20.27tACRES) - ~ M A I 3 w ° n ~' ~ 3 I c far I ° H ~ ~ RW=26.514 S0. FT. ~ N E I I o w l ti : vi z ~ ;p z l `A I w 856,379 S9. FT, N 3 <19.66tpCRES) N N F, Z ~ ~ I ~ ~ -`~ ~ ~ N n LOT 2 LESS RV G,) I ~ \ O ~I z I z~ i awa m~m SOUTHWEST CORNER SEC.11, T29N, R16W 100' SETBACK LINE _ __ I FND. 1' STEEL BERNTSEN N _ ___r___~__ S00.27'35'E 7.01'. N87.11'26'W I SURVEY NAIL o ----_-__ ~ ~~ 1318 88' 3 ~ N87•Il'26'W 428.40' 310.41' o° .4 (, ,o C•T•H. E ' . - - ' , -~~~~~ T ------- N87.11'26.-W - ---- ~----5~7- 11_~~'~__~Q9~.~~_--- 2637.76' ___ t .. _ .. sib.o3.. _ .. ~ o - .. _ .. ~.. _ .. _._. SOUTH UNE OF SW ~ I t i 1/4 SEC. 11 A I i ~/ ` `' ~ ___ _____ _____ ¢ ~~~ PT. OF BEG. I --_ SOUTH 1 /4 CORNER LEGEND I , ~, .~,% / ~ y / z I sec.ll, T29N. R16W 1" STEEL FND GOVERNMENT C / ti O ORNER AS NOTED) I i ~l t Q / Dt, / t t i I ~ I . BERNISEN SURVEY NAIL • SET, 3/4"X24" STEEL REBAR ~ i i .~~ / , W I SCALE:1 " = 300' WEIGHING 1.502 LBS. F I ~}/ ` I E-~ I I E'' / PER LINEAL FOOT. ~ ~ i Q.Q , CEDAR CORPORATION z i I ~ ~y ~ 0' 150' 300' 600' 604 WILSON AVENUE ~ I Z I MENOMONIE, WI 54751 (715) 235-9081 ~ I PAGE 1 OF 2 '1/0l . ~ 4 Page 3844 1 STATE FARM RICHARD J. GRIFFIN Agent Hillcrest Professional Building INSURANCE Highway 63 &Hillcrest `~ Baldwin, Wisconsin 54002 O1~ce: (715) 684-3201 Residence: (715) 684-2568 STATE FARM INSURANCE COMPANIES Home Office: Bloomington, Illinois Z ~ NELSON'S sv~R~~.v FOODS 980 Cedar Street • Baldwin, WI 54002 (7f 5) 684-3307 YOUR COMPLETE SUPERMARKET Full Line of Groceries • Meat • Produce • Dairy Frozen Food • In-Store Bakery • Deli & Eatery Fax Service • Money Orders 39