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HomeMy WebLinkAbout016-1069-90-02505/11/2004 12:34 7154859246 POLK ZONING FAX PAGE 01101 Safety and Buildings Division Counry ?O1 '~V. Washington Ave„ P.O. Box 71 G2 - j 7" ~r~ ~L ~~~~~~~~ • Madison, WI 53707 -- 7162 Sanitary Permit Number (tn be filled in by Co.) Department of Commerce (608) 266-.1151 3~ ss Saoi~tal'y Permllt A,pplica~iom st,xo Alan LLi. Nam .f ~ Adm. Code, personal information you provide 2r 'wis In accord with Comm 83 1 o n 2 3 I (~ = f epnls , /~ ~ , , , may be used for secoadaty Durooses Priv roject A,ddreag (if different than mailing address) I. Applications Iet'orntatioe -• I'Icuse Print AlI Infot-mat on ~ ~_ Propetry owncr'sName ~ MAY 2 2004 earl R z°` '>-, Ito ~A T~7'TL . ~ ~,~ i _-_. ropertyOwner's ilingAddresS ( PtuNct Lrn:ation n s.~ ZONING OFFICE City, State Zip Cad. Fhnnn NttmMr /~ fit- G/fk! ~ ~/ -~ y b ~..? trcle~} T 3U N; R /~E o'V iy) e of Building {ehec alt that•a TI T pp . yp ~ CS i4ttmbtn' ~ '~1.or 2 Fatuity 1]wcllinc - Number of roam; ~ i l D ib ^ P bli JC a - atcr c se osPmcrc u c ^ State Owned -Describe Use • `F 3 k t t ( ~ ~Llty~Ovtltage~'uwnsh;p or.~'~~d o.o Ili. T ype of Permit: (Check a ox on line A. 'Complete line B if applicable) A' ^ New System ~eplacetocnt System ^ Treatmcnt%Iioiding lank Replacetttent Only ^ Other Modification to Existing System ~• ^ 1'erdtit Renewal ^ kermlt ticvlston ©cla>at~~ t,r ^ Ptxpll= Trmufcr to New Lint PrEVious Permit Number and Date rssual Before Expiration Fiumbcr Otivner I'V•'I' o of$OWT3 Svseeme Check aH that a t _. __ ^ Non-Pressurimd in-Ground ^ Mrnmd >_ 24 in. ofsuitablc soil Mound < za•ia. ofauitable so' ^ At-Grsde' ^ Single Pass Sand Filtsr ^ Consttuc[ed Wetland Q Pressurized ra-Grotmd ^ Bolding Tank ^ Peat Filter ^ Ae:abic Treatment TJatt ^ Recirwtating Sand Filter ^ Ae~irwlatiag Synthetic Media Filter ^ Leaching Chamber ^ Dri Iane ^ Gravel•]ess Pi Q Otitis (explain Y. bis ersnllTreatt neatAraa Tnfortnation: t)ecign Flow (bpd) ign Sail Ap li aR _(gpdSf) nicPe!rcai Aren Rf:quired (sf1 Disper^.al Area ProDOacd (s~ System Blevatian ~~ .n ys~. o ~ ro. ~e VI. TsnkIttfo Capacity in Golfons Total Oalluas Number vCU1u Manufacturer `J/' ' ~ n q-- /~ ' P ab v otoao Site Ceaeteuexad $ttxl Fibet Class Plastic New fitdstiag T~dt.lo~ Tanks Tanks t•{eidieR 7aak /oGU ~ ~-v ~ ~ r r .- ~, 7< Aarobie Trrstmeat Uair wog GBatvEer VII. Itesponstbili Statement- I, the undeeslRncd, assortM responslbillty for in Ilation of the pOWT9 shown on the attached plans Plumber's Name (Frittx) Piumbcr'a Signature RS Number Bvsittcss Phene Number Plumber's Addtea5 (Street, City, State, Zip Code) U . ~ ~I+.. .- !~ ~ VIII. Coua /Ae ttmeat Lisa Oa roved A ^ DisaDDroved s Groundwater Sanitary Permit Fee (include 17 at+: Issued I tag ant Signer (No Stamps) ~ pp 3urchargar'co) ~ ~-•~~_ ? V O ^ Owner Given Ittuvon for Denial / ~ ~, IX. Conditions of Approval/1Eieasonstorbisapproval 1/l ,.,` ~~ ~[ ~! ; 3 ~ l y SYSTEaVI OWNER; 1 Septic tank, effluent fliter and aLp r~,2f ~g~Q ~ ,~Q ~.tQ~( dispersal cell must all be serviced /maintained V ~ I as per management plan provided by plumber. 2. All setback requirements must be maintained ' as per applicable code/ordinances. AttacL wmptetc pWass (to the ConntY oNy) tar etK system on paper noe Im than S1/R x 3.l incises ht siar- >~t>~ ~N = -~~ c .. S.6.D-6398 (R. OII03) Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide maybe used for secondary purposes (Privacy Law, s.15.04 (1)(m)]. 'ermit Holder's Name: City Village X Township Tuttle, Kath Glenwood Townshi :ST BM Elev: Ins BM Elev: BM Description: TANK INFORMATION ELEVAT N DATA • 7 ~ TYPE MANUFACTURER CAPACITY Septic 6 o~d ~Q~V Dosing G--U -- ~'10-~ Aeration ? rn~yY~/_ _ Q , /S~ J ~~ ~V~X~ Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic / ` ~VV) / V ~ 'M~ „"' h Dosing i `~ Aeration Holding PUMP/SIPHON INFORMATION county: St. Croix Sanitary Permit No: 453255 0 State Plan ID No: Par el Tax o: ~ rU~/ „ l~ Cr' Section/Town/Range/Map No: 32.30.15. STATION BS H S FS ELEV. ~ Benchmark ~ .~•, ~D3~ // __p ~~~ io! I It. BM , Y ifVl Bldg. Sewer ~, 2 / Q •., (1 SUHt Inlet •yg ~. s~ Dt Inlet Dt Bottom ~--3 ~S~ Heade Man ~~S'.'~ 2 q ~~ OS ~D Dist. Pipe U~ D l•2~r/ pTi~r Bot. Svstem Final Grade ,~ // .Sty ~ r7~ St Cover ~ 5r ~ ~ ~ ~ 9~. o BED(rRENCH DIMENSIONS Width , / il Length ~ No. Of Trenches PIT DI~ ONS No. Of Pits Inside Dia. Liquid Depth ~ f (/.., l ~ r ~~ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STR M ACHIN Manufacturer: INFORMATION CHA OR Typ~System: , ~ t'~ ~ / ~p ~' ~O / I Model Number: UI51 KIt3U I IUN ,Y51 tM ib(J Head /Manifold ~~ Zh Length Dia Distribution H /~ Pipe(s) "X ,Y' ~ 7iS ~ ~• Z7i Length UUUU ~l Dia Spacing x ole Size ~~ ) x Hole Spacing V/eyn~t ~ L.(:d~ ~ 6 SOIL COVER x Pressures Svstesms only YY Mound Or At-Grade Systems Only ~i a 11 /'., . e n Depth Over ~ ~p,2 Depth Over xx Depth of xx Seeded/Sodded xx Mulched S ,p rt r Bed/Trench Center I ` rD ~ Bed/Trench Edges Topsoil 0 Yes [] No es ~ No [] Y COMMENTS: (Include code discrepencies, persons present, etc.) .Inspection #1: 7 / ~'/•T~ W,~Inspection #2:~/Z7 / .~~ Location: 1212 290th St Glen ood City, WI 54013 (SE 1/4 SE 1/4 32 T30N R15W) NA Lot 1 ~~"~ J~~ " Parcel No: 32.30.15. r~~ ~ 1,) Alt BM Description = ~~" "" Sr~t ~ /~~r~ ~~~ ~'~" ~,, ~, 2.) Bldg sewer length = Z ~ ~ p1ot~ + n• ~~~- ~~"- "'-~ y -amount of cover = ~2 v ~ ~/ Plan revision Required? ~ J Yes [±i No Use other side for additional information. SBD-6710 (R.3/97) ~wYvN.. ~3. 33 - ~---- T -- ~ - - - -_ _ - --- - -- - -- - ~ ~ --- - --~ _ ~ Date Insepctor's Signature Cert. No. ~ ~ ~~ to Air Intake f ~. SOIL ABSORPTION SYSTEM .. ~`+ ~ .~ a ~D ~s~ .~~'%ly-s~~-sae.?- ~.3D~1/ rc°is''uJ /.~~ ,~~,,+EF/ ///~i~ # dbT~bm ~S~~at"~ ~~POK~L~o7'/Y~J KC / ~ila/ ' ~"~~:~~/ /^-,QVti ~( S• i ~e ~ s 'x9~ ~" 13,E ~ ~~ z.-~- V 3ab`'/~vc ~ SLR y G /~ +UrGc yy'~~h r ~~ `~ j Ps. g ~y~z ToL~ ` commerce.wi.gov ^ ^ isconsin 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 Jim Doyle, Governor Cory L. Nettles, Secretary May 19, 2004 CUST ID No.225150 MICHAEL E WILSON HILL TOP EXCAVATING 894 STATE RD 46 PO BOX 232 AMERY WI 54001 ATTN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/19/2006 SITE: Identification Numbers Transaction ID No. 1002316 Site ID No. 683752 Kathy Tuttle Please refer to both identification numbers, 1212 290TH St :above, in all correspondence with the agency. Town of Glenwood St Croix County SE1/4, SE1/4, S32, T30N, R15W FOR: Description: Replacement mound, 3 bdrm res Object Type: POWTS Component Manual Regulated Object ID No.: 958849 Maintenance required; Replacement system; 450 GPD Flow rate; 16 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1) and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81)" 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. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, ~ stats. ~O The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: +s • This system is to be constructed and located in accordance with the enclosed approved plans and with the design manuals noted above. _ - • In the event this soil absorption system or any of its component parts malfunctions so as to create a health „~ E Cc 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. Key Item(s) • The tank access openings shall be per Comm 84.25(7). • The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. Note • Although the CREW does not offer 1-1/4" diameter as a lateral choice, per Graph 4, it is allowable to use that size pipe for laterals. MICHAEL E WILSON Reminder Page 2 5/19/04 • 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. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of COMM 84. • Abandon failing system per COMM 83.33. • Insulate building sewer per COMM 82.30(11)(c). • 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 maybe made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee installation, operation y~r a copy of this letter to the owner and any others who are responsible for the of the POWTS. Since , f ~-.` - Patricia L POWTS Plan Reviewer , ; (715) 634-7810, Fax: (71 M-f 7:45 am - 4:30 pm Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633' cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INpEX AND TITLE PAGE Project Name: Tuttle Owner's Name: Kathy Tuttle Owner's Address: 1212 290th St. Glenwood City, WI 54013 Legal Description: SE 1/4 SE1/4 S 32 T30 N R 15 W Township: Glenwood County: St. Croix Subdivision Name: N/A Lot Number: 1 Block Number: N/A Parcel I.D. Number: CSM 761612 Plan Transaction No.: Page 1 Index and title , r"~~ ~ ~ Page 2 Data entry ' ' • ~ Page 3 Mound drawings -"+ it132C1~~y Page 4 Lateral and dose tank °~ ; Page 5 System maintenance specifications ~, Page 6 Management and contingency plan ;r of E eE Page 7 Pump curve and specifications :FErxr N LDINGS Page 8 Site Plan ~~ , Page 9 Lift Tank Cross Section zESPgNDEN Page 10 Filtration Spec. / ~ J,~ ~1 Designer: Michael E. Wilson License Number: 2251 50 Date: 05/12/04 Phone Number: 715-268-6626 Signature: ~ 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 4.0 (R. 04/03) Page 1 of 10 Mound and Pressure Distribution Component Design Design Worksheet Site Inform ation (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) 5.00 Site Slope (%) 102.10 Contour Line Elevation (ft) 16.00 Depth to Limiting Factor (in) 0.40 In-situ Soil Application Rate (gpd/ftz) Distribution Cell Information T0.00 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 or e) a Center or End Manifold 3.22 Lateral Spacing (ft) 2 Number of Laterals 0.156 Orifice Diameter (in) (e.g. 0.25) 3.00 Estimated Orifice Spacing (ft) _ 2.00 Forcemain Diameter (in) 300.00 Forcemain Length (ft) 82.00 Pump Tank Elevation (ft) 4.55 System Head (ft) x 1.3 (c/ 23 21.77 Vertical Lift (ft) 4.08 Friction Loss (ft) 30.40 Total Dynamic Head (ft) Lateral Diameter Selection in. dia. o tions choice 0.75 1.00 1.25 x 1.50 x 2.00 x 3.00 x Note: Sand fill (D) calculations assume a Table 83-44-3 in-situ soil treatment for fecal coliform of <= 36 inches. 6.43 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. 9.78 ftz/orifice Does the forcemain drain back? C^~ Enter Y or N 48.94 Forcemain Drainback (gal) 43.60 5x Void Volume (gal) 92.53 Minimum Dose Volume (gal) 24.77 System Demand (gpm) Manifold Diameter Selection in. dia. o tions choice 1.25 x 1.50 x 2.00 x 3.00 Gallons/Inch Calculator (optional) Treatment Tank Information 600.00 Total Tank Capacity (gal) 1000.00 Semitic Tank Capacity (gal) 36.00 Total Working Liquid Depth (in) Wieser Manufacturer 16.67 gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information 600.00 Dose Tank Capacity (gal) Zabel Filter Manufacturer 16.67 Dose Tank Volume (gaUin) A100 Filter Model Number Wieser Manufacturer Project: Tuttle Page 2 of 10 Mound Plan View 1- l .::::::;:1/10 B :;:::::::::::::;:::::::~:::::::::::::~:~:~:~'~'~'~'~'~'~'~'•'~'~'~'~'~'~'~:~:~:~:~:~:~:~:~:~:~t~~~~~[~'~'~'~ ° ~ • . , , Observation Pipe , :::. Ll•'•'•'• .Se•: :: :""f1°4p0"~ ^:d: :: :x':4.4:•: ••`•1.1.4.1;1°•. 41°•~•4°1.1.4:5.1:1aS:1:.•.L...•........ 4°°. °1e1e ti~ t,•.+pn f.: .. .. . f°1'.l•1ti.4:. ..: e.`.: .: "f.l.P.l.t.: .: .1.: •: ..' .'.: .: .:"~J:~•.:. ;':•"i 4.°•:: :•`:1':1 :1 :4.4 ~1••°• 1 G .4.4~"•°.b;4~•...~.L........n4......•1.4 •.~•., •.".4.1.1. •:~`:'`~.~`~.1~ °M1f. v,~°L•~i+•. ~`. ~4 ~'. e1:ti. L•4.4 y4 tai el~ti 1~1 X114.1.4.4•L.1.1.1.1.1.1.4•"••.'4• °°~~1.1°4p4: •. •. °. 4°4.L.:•:1.5.4.4.5...,.'`. f.:.:.•d:.`:. 4 4.4.4°4..•.4....4°,.....4....,•1.1. 1,1•.°•:°.4.1: 1:1:4:Yti. °r;d`: •: o.°.; si .j°: .: .,° .'.: °: .J. l:; :: ;:+.`*J.; ", •.••d.: ql,~".t•d•.°.: .: ...°xl.: •r•.°..°„•..+.1.,•.f 1.1.•..4 ~4.4•~ •4`4.4 ~L.•••1•`.•1••.•b•4.1.1•".4.4.4.1.1.4..•.1.4.4. '.1•°.•L~ •4.1•L•4•t•4.1.1.1 ~L`'.•4° .~ : .:B . :1::::::: :~.~.... 1 • L Mound Component Dimensions A 6.43 ft E 23.86 in B 70.00 ft F 9.25 in 20.00 in G 0.50 ft 450.10 (ft2) Dispersal Cell Area 6.43 (gpd/ft) Linear Loading Rate H 1.00 ft z 11.50 ft J 7.66 ft -r -f _I -1 K 10.79 ft L 91.59 ft W 25.60 ft 1255.26 (ft2) Basal Area Available 7.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 105.54 (ft) I _ ........................~.......... F Dispersal Cell ~ 103.77 (ft) --- Di s ersal Cell `~~~s~~~~~~~~~~' p '.... ~] ...:.:.:.:.:.:. Elevation :::: E ~~~~- :;,,,,. G I Fi ............ 104.27 (ft) Lateral Invert ::. 1 D ::::::::::::~3~::~:':~'::~::::::.. .;.;0 ::::::.:::::::::•::::.. 5.0 % Site Slope Shading Key '~ $, ~ ~- 1~ ®Topsoil Cap ~ ~ 1.5 ft ~ ;~;;;~;~~; Subsoil Cap ' ~ o 16 j T ASTM C33 Sand Z ®Tilled Layer ^5 r:sirsr~r: Aggregate ~ ~ ~t c 0.5 ft 102.10 (ft) Contour Elevation Geotextile Fabric Cover Dispersal Cel l ~ ~ ,4:4:.°e4:.°~44~1j1f41~1~:•4~"•L LTS~Lti 4 ~1 1e1=1....b?: ~: f•.•'4 °°.•4'y.1 f1:ti ,~]~~sj~~~{ J• j1. __S F~•FS} . . • ~ +°' ~~? Typical Lateral ,;:. . e: •ri ~.51e 1'na :Lp:r: ~.iyi..:t °? ~:ti ti 1:4 °' ° : °° °~°° ~ ~ . X L f:. : ••1 ~\. L.b.be4 ~b ~ ° ;1~ •.'1'1%+.a4°4%1t•::L%1:h:1~1~ b :1:°•_^e . .~ ~ :::.:4.1.4.4.t.~.a.t.~.<....L.~ I See lateral details on Page 4 for number, size, and spacing of laterals. Laterals are equally spaced from the distribution cell's centerline in the distribution cell (Ax6). Project: Tuttle Page 3 of 10 End Connection Lateral Layout Diagram Laterals centered over the A & B dimension • g Turn-u p wf ball ualua ar claanoutplug ,i E P All laterals are identical I¢ }~-~I Holes drilled on the bottom of the lateral equally spaced Foroe main oonneotion Ilia tee or Dross to man~old at any point. Laterals & Force main of PVC Sch #0 [per COA+IM Table 8#.34-5J Number of Laterals 2 Orifice Diameter Lateral Diameter 1.25 in Orifice Spacing (X) Lateral Length (P) 68.42 ft Orifices per Lateral Lateral Spacing (S) 3.22 ft Orifice Density Lateral Flow Rate 12.39 gpm Manifold Length System Flow Rate 24.77 gpm Manifold Diameter Total Dynamic Head 30.40 ft Forcemain Velocity Dose Tank Information Electrical as per NEC 300 and -- Comm 16.28 WAC Disconnect 0.156 in 3.11 ft 23 9.78 ft' I 2.531 Locking cover with warning label and locking device and sealed watertight i 4 in. min. ~~ Tank component is properly vented Wieser Ca aci 600.00 Volume 16.67 Manufacturer Gallons gal/inch -r A B C D Dimension Inches Gallons A 22.44 374.11 B 2.00 33.34 C 5.55 92.53 D 6.00 100.02 Total 35.99 600.00 3" tank. Alarm Manuafacturer S. J. Ele. Alarm Model Number 101 H.W Pump Manufacturer Sta-Rite ~~ Pump Model Number EC650120M Pump Must Deliver 24.77 gpm at 30.40 ft TDH F- ARemate outlet location Forcemain diameter ~ 2 in. Weep hole or anti- siphon device Pump off elevation (ft) 82.50 Dose tank elevation (ft) 82.00 Project: Tuttle Page 4 of 10 Mound System Maintenance and Operation Specifications Service Provider's Name ill Top Excavating Phone 715-268-6626 POWTS Regulator's Name Polk Coun Zonin Phone 715-485-9279 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 450.1 ftz Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Freauencv Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Ins ect and/or service once eve 3 ears Should ins ect 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 ct for ondin and see a e once eve 3 ears 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 ,.,~~~~........ .. ..... ............... 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: Tuttle Page 5 of 10 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.01l01) 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 shoukf 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 operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the finer when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter 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. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. PUmD Tank The pump (dosing) tank shall be inspected at least once every 3 years. Ail switches, alarms, and pumps shall be tested to ver'rfy proper operation. If an effluent filter 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 infiRrative 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 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODS, 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 ce-I. 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. Continaencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating 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 area if toe leakage occurs or by removing biologically Dogged 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: Tuttle Page 6 of 10 r Dimensions .(in inches) are for estimating nurnosac only x= !~! ~ Catalog' Nlu ~ P ~.~ Max. Load Am s . ~ Volts Phase/ C des Cord Len th :Mechanical Switch T e „ EC650120 1 2 12.0 115 1/60 20' Manual . 1 2 .12.0 115 1 60 20' Tethered ~;;- EC650220M 1/2 5.6 230 1 60 20' Manual ;1;C650229T 1 2 ;5.6 23Q 1/60 20' Tethered °.' ,EC650320M 1/2 5.5 208-230 3/60 20' Manual °; `- `~C650420M 1 2 2.7 460 3 60 20' Manual `EC750120M 1. 2 }3,0 11 S " 1/60 20' Manual :?- , EC750120T 1 /2 13.0 115 1 /60 20' Tethered :EC750220M 1/2 6.4 230 1/60 20' Manual ''-- '(:C750220T 1 2 6.4 230 1 64 20' Tethered '~ -EC750320M 1/2 6.0 208-230 3/60 20' Manual ~ ,EC750420M 1/2 3.0 460 3/60 20' Manual "` EC7100220M 1 6.6 230. 1/60 20' Manual *~ ~EC7109220T 1 6.6 230 1/60 20' Tethered ~''1C7100320M 1 5.8 230 3/60 20' Manual ~' =EC7100420M 1 3:0 460. 3/60 0' Manual IGH MEA D 11AODELS ~EH 750.120M ` 1 /2 12.0 115 1 60 20' Manual >fH7S0120T 1/2 12.0 115 1/60 20' Tethered - `~"~N750220M 1 2 6.5 230 1',60 20' Manual aEH750220T 1 /2 6.5 230 i J60 20' Tethered. '~~EH759320M 1/2 5.2 2'30 ~ 3/60 2q' Manual ,i;H750420M 1 2 2.7 460 3/60 , 20' Manua! P'EM71.~0220M 1 8.7 230 l/60 -. Z~' 'Maniaak `~f=1.7100220T 1 8.7 23~ 1 /60 2;4'" ~ 1~€h~rect ` ; `~ .100320M 1 6.0 230 3/60 `~Q' ` ~M~nu~l`, . ,1.t30420M 1 3.1 460 3~'.GO -?©" -~. 1'"_` CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 400 450 so zs so 2a 70 2z 20 60 18 N W ~ 50 1B ~: x 1a ~ ~' 40 a 12a 0 0. ,o ~. a 24 6 4 10 2 0 0 20 40 0 80 100 120 CAPACITY GALLONS PER MINUTE ~.~~; ~ I ~t~~~6/fC7/EH7 Series Pumps have 3/4 s~ollds'~~lzdi~g ~~Palaility and 2" NPT discharge. .;, {G 'u~ , y.. - T = L .e. o~ /o ~r o ° G ~,r~ r~" r J storner Service: (262) 728-9181 ^ (888) 782-7483 ^ Fax_Orders (3pb~;32~ 9aQ6; ., rawwstaritepumps.com ^ Sta-Rite Industries, Inc. ^ [)elavan, WI 53115 USA ^ 53953SSE Fy~ F ~~ . , yA r ---- ~~ --- - --- ~~, -;h~o-- --- ---- ----- -- - ----- --- - - --~c'~ FC~ ~~yA-- ~y~so -1- -- --- ~~'y --- --- --F-- o r - --- ~h'p ~----- i0 ---- -- -- -- - - -- -- --- ----- ---- -- - - - t--- - - I ---- -- -- --- - -- - - - - - -- --i- ---1 - - ----- --- - -- '----- -- --- -- ~~~~ ~~! //~r~ ~~o~s~ q~` /^~o~vh~ S.z~ ._--- ,~ 6 ~~~~ ~ ,S l~- 76 /9s'~ --____ ~~~~~~ ~~/~ ~r S,~/ ~~~~j W~ C Sy S, 3~b ~ ``pac SGL So G ~rC-e ~~•+~ S~ , ~ oou~do t/r`eI'e ,~ ,,~ ~ a. o .. °~ O ~~ ~.~xs~~~ s~s~,~ T~ y ~ _~ O (1J Z W J •M ~ ~i1 ~ `Q r. J O Q O F~ ~a ~ N ~~ a~ ~ ~ Y~ W~ ~ ~~ OH via.. Q U ~m ~Q ZZ ~ ~ OQ (nQV QQ ~ m D.~ I ~Ww o~ o w _~ o N~~ O M °Q o~ ~n , O ~~//~~ \ O ~~ ~ _I I~ O ~ F- N {! !- ~ Q mWW F-- N Q I~CD N ~ t~ V/ W s Ms ~O~t J>~ ~A '_ ~~ ~ w~U wZH ~ j: ~ 0 Z t pZJ W p tiiMO~o~~ 30~ SwF- opw _~ oOw Q C9 w ~ Q ~ ~QOO z~a ZOO v ~i1 Qww~wO ~3mU~SJ~U)J3 Qd'U' Q~v ~ Z g J ~ Q Q O Z Z J O Z J pZ~ d- -~ O to 1 W ~~ ^ DI U G F s ..t+g a ~ ~_ ~ Q J ~n ~tp mU a a ~ ~~~ n i ~~~ ~~~ ~I Ua ~ o ~ °o ~ v~ ~ N ~ I~ ~ W V ° o C'~^o ~a o °~~ ~~~ ~~O ~ I ~m J w ~ 3 n ~ ~ W ~~ W 0 J U N ,~ H W 0 .s~ „95 . ~ I Certified to ANSIINSF Standard 46 ~ all mal Handle Parts Indtxied A =112" Tee (SLIPxSLIPxSLIP B =1/2"Female Adapter (MIPTx SLIP; ~ ~~' 0 C =1/2"Schedule 40 pipe ~.. jn fh t11~t1 ° h , s tat ~ s. WASTEWATER FILTERS & ACCESSORIES ~ ~SOO ZZ ~-574 ".. ~ . ~ ~ ~ ~~ .. A100-12x16 12" x 16" Case and Cartridge 169.95 133.00 108.00 102.00 98.OC A100-12x30 12" x 30" Case and Cartridge 208.95 174.00 158.00 152.00 148.0( ~ ..- A101-12x16 12" x 16" Replacement Cartridge 97.95 81.00 54.00 A101-12x30 12" x 30" Replacement Cartridge 137.95 115.00 104.00 • A100-12x16-FP A100-12x16 and 26" Basin Assembly 293.95 191.00 •- A100/300-RHEK-SF SmartFilter Retrofit Handle Extension Kit 7.45 4.75 4.50 4.40 4.3C A100/300-RHEK Retrofit Handle Extension Kit 7.45 4.75 4.50 4.40 .4.3C A100/300ADA Extension Apapter 29.95 ~ 19.00 18.00 17.00 16.OC FC100 Flow Control/Maintenance Plate 9.95 9.00 8.00 7.00 6.Oa au 7at,pl Filters arP smartFilter ready. Add ~75.0o to the price of any fi lter or filter nackaae to add the SmartFilter Atarm, io T : Tc.r / i L.-t P,-o~~ c, MApE M USA Flltirattlon 1/16' A100-12x16 A10a~2x30 Wisconsin Department of Commerce ~~ r SOIL EVALUATION REPORT Page~of ..~ Division of Safety and Buildings County ,, ~ Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all ~ _~-~-~~--(~-°~-~°°° - ~ ~ ~ Re ewed by Date ` Personal information you provide may be used fors condat~p~rpD>~s ( rlVa ey t aw 1 04 (1) (m)) s _ , . . . ~~ Property O ner ~ Pro erty Location ~~k`4~1~°~ ~ ~~ ~~~~ Go .Lot ter' 1/4 -~ 1/4 S T N R ~(or) W Prope Ow~r s Mailing Address Lot Bloc Subd. Name or CSM# ~~ . , is `ay~i~. LJvi '~^~ OFFICE ty Sta a Zip Code °`""'°" ^ City ^ Village ~ Town Nearest R o a d ) `` ~~ ~~ ^ New Construction Use: ~ Residential /Number of bedrooms ~ Code derived design flow rate GPD ^ Replacement / ^ Public or commercial -Describe: Parent material ,~/~,¢~ ,~,~,Y'~"' Flood Plain elevation if applicable ft. General comments and recommendations: ~ G Boring # ^~ Boring kL Pit Ground surface elev. 'Aft. Depth to limiting factor in. y Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. ont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ~ ._~ - .-, - c ~' ~ aC1t _ Boring # ^ Boring . Pit Ground surface elev. ft. Depth to limiting factor rl~ , T Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ~ ~~ s ~ ~ /I ~nwem +r i = avu5 ~ au ~ ttu mgi~ ana i aJ Hsu ~ ~ oU mglL - tttl0ent 3FZ = t3UU5 < 3U mg/L ana 155 < 3U mglL CST Name;(P ase PrirtCj ~, ; ~~ Signatut`e /I ~ ` n s CST Number Address Conducted Property Owner ~ ~~ Parcel ID # Page ~ of ~--~ ^ Boring Boring # ~ Pit Ground surface elev. _ ft. Depth to limiting factor ,L~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 r. ~ C r, ~ J^" i r ---- ,_ Boring # ^ Boring Pit Ground surface elev. ~ ft. Depth to limiting factor ~. Soil Appligtion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 - 3 ~ d G ~, ,t :~- - _ ~~ ^ Boring Boring # Ground surface elev. ft. Depth to limiting factor in. ^ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 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. SBD-8330 (R.07/00) ''~a~/~ Rio f~ ~~~~~~ ~~~._~ /~~F°~ ~~ >~~ ~~~ its; ~~~ %,~~/~~, ~~ ~~) ~~s~~,~ OWNER/BUYER "~ DATE `7' 7~~"~ _ . „ . ~ „. ADDRESS ~G~!~ - ~~n ~` SEE TAX RECEIPT to complete the legal description belo~-: Re: Property located in the ~1/4 ~1/4, Section,, T ~ N, R~W, Town of ~~,/1Gt~r~l~ , Lots, Subd.~.u~s.in~~t [~~1~'~P•'P~~fo~ Improper use and maintenance of your septi premature failure to handle wastes. Prope extend the life of the system considerably. pumping out the septic tank every 2-3 years septic tank pumper. What you put into the of the septic tank as a treatment stage in Avoid allowing the following substances to 1. Clear water from sump pumps 7. 2. Chemicals - lye, acids, etc... 8. 3. Paper other than toilet tissue 9. 4. Sanitary napkins/tampons 10. 5. Garbage from grinders il. 6. Septic tank cleaners 12. `~e0l~C Count c system could result in its ruse and maintenance should Proper maintenance consists o or as needed by a licensed system can affect the function the waste disposal system.. enter your sanitary system. Grease Disposable diapers Cigarette butts Fabrics Garbage Drain oil y residents may be eligible to receive some cost share funding for the replacement of failing systems whereby such systems were in operation prior to July 1, 1978. In providing any cost sharing, the state requires that owners of all new systems agree to keep their systems • properly maintained. Naturally, the proper maintenance is beneficial to you and the genera]. public. The property owner agrees to submit to the county a certification form (to be provided by the county) every 3 years -- signed by the owner and by a master plumber, journeyman plumber, restricted plumber, or a licensed septage hauler. The 'form shall require certification of the following. a. That the on-site wastewater disposal system is in proper operating condition. b. That after inspection and after pumping (if necessary), the septic tank is less than 1/3 full of sludge and scum. I, the undersigned, have read the above requirements•~nd I agree to maintain the private'sew~ge disposal system in accordance with the standards set forth, herein., as set by the Department of Industry, Labor and Human Relations. SIGNED ~ DATE 7 ~" °~"~O " G ,_ 05f10/2004 11:07 7156844224 NELSON SUPER VALU PAGE 01f06 f CROIX COLJNTY ' SEPTIC T;',NK.MAINTEN>+,IvCE AGREEMCNT .' AND OWNEfiSHIP CI:RTIFI~.'ATION FORM 4wner/Buyer ~~~niG I _ ~~.~~~~::~~ _ ~~-~ ~/~- ., Mailing Address X01 /~- ,~ r 0294 s~7r'i'.ce.~~ -- Property Address V~ ~ _ ,~ . - --~--- (Vcrifieation requirrd Pram 1'lattning Drp+trtmcnt iitr new construction} ._... City/State wd od i ltJ~ P~treel Ydentific;r, icon Number C~ /~ ° /O 6 S ` S.G - Oa O X,FGAL DESCI'tIPTION Property Location S~ '/<, _SE '/,, Scc. 3~, T 30 N-R_l~_W~ Town of ~a/~nlc~ DOc~ . Subdivision _ ,Lot # Certified Survey Mttp # Flo / ~ ~ ~ _, V;~lurne / ~ , Page # ~_._7 ~~ Warranty Deed # ~4 6 7 ~ ~ , ~"olume l / 8'~ ,Page # _I„/_~_, Spec house ~ yes ®no Lat lines identifiable ®yes O no SY_STFIYI MAINTF,NANCF, Improper use and maittlenanccof your seplic system coul+l result in its hrematurc fatlurc to hancllc waslcs. Yroper nraintcnance consists of pumping out the septic tank every throe years or sooner, if needed by a licensed purnncr. What you put uu~> the sysccm can affect- the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. (~roix Z.ulting pepartmcAt a certification form, signed by the + rter and by a masterplumber, journeyman plumber, restricted (+fttrtthcr or a licensed pumper verilyittg tEtat (1) the on-site wastcwalerdi;.posal sysccm is in proper operating condition and/or (2} after inspc~ lion anJ pumping (if necessary), the septic tank is less than 113 lull of slud6e. f/we, the trndcrsibncd have read the above rcquircmc,+ts and agree to maintain the private sewage disposal sysccm with the standards set forth, herein, as set by the Department of C't-Inmer:e and llte Departtttertt of Natural Resources, State of W isconsin. CeRificatton slating that your septic system has been nta{ntatned must be completed and rcturn~cl to the St. Croix County 7uninb Oit"ice within 30 days of ttte three year expiration daft. ' ~- s /~/~ NA E OF A)'F'I.ICANT DATk. OWNER CERTIIF~CATYON I (we) certify that all statements on this form are true to the b+'.st of my (our) knowledbe. I (we} am (are) ti:e owner(s) of the property described above, by virtue of a warranty decd recordccl in Register ol" Deeds Uffiee. SIG A OI~ APPLICANT pn"1 is «~, omit heist ~ revoked b [hc Zoning Department. """ Any information that is mis-represented may result in the sanitary p b Y '• include with tlrts ar)slic9tion: a st:,mpcd warranty ctecd ft~a'n the Rrgistcr of heeds ofticc a col>y of tl+c certified survey map i1' reference tr made in Ilte warranty decd p 5~:\TE DAR Uf WISCONSIN FORM 2 - 19th ~~ q~)~IiL7 WARRANTY DEED (] COCtJMENT NO. VOL ~. ~ ~~ r(f+:~-~ ~ I ) Miltol~, Martinson, a single man , by Ru~_~wing,__ His Attorne r~-in_Fact ._ ___,~ ____ a?nve s and wacants a, Daniel J. Tuttle and Katherine S. Tu~tle, husband a-~d wife roldin~ as survivorship mar. i tit proper i_~ !_ ---- ~__ ~__ _ i_.. . HEGISTcN 3 CFFICE $T. CRCIX CTY., WI P.x'd xx Aeeori JUL` _ 3 1996 ~ 9:45 A~' Ae~ISiKCt peels ^Y TNiS SPACE RESE++vEO FOR RECURDIK3 OA?A i ___ :NAME ANO RETUr1N ADDRESS the folluw~ng descrbed rea! estate In _ S t . C r O 1.C County, ~ ~- 5tat? of Wisconsin: ' 016-1069-90 b 016-1069-80 PARCEL IDENTIEICATIDN NUMBER South One-Half of Southeast Quarter (S 1/2 of SE 1/4) of Section Numb:~r Thirty-Two (32) in Township Number Thirty (30) :North of Range Number Fifteen (15) West. .~ This is homestead property. (is) }t,}~1 Exceptioneo~earcanties: Easements, restrictions and rights-of-way of record, if any. D.tted this ~ 1St day of AUTHENTICATION Signature(s) _ July ,,~ n., 19 96 / ~l '~1 ~. ~~+1'+' '~. ~ ~ (SEAL) (SEAL) lton M~Crtinson, by Ruby Swing, Attorney-in-Fact (SEAL) (SEAL) authenticated this .._,, day of 19_ ACKNOWLEDGMENT State of Wisconsin, ss. St Gro~x County Personally came before me this ~~ lst___ day. of -r..i._ _ ___ CERTIFIED VOLUME SURVEY 18 MA,.P No. 761612 PAGE 4740 BEING THE SOUTHEAST 1/4 OF THE SOUTHEAST ~/4, SECTION 32, TOWNSHIP 30 NORTH, RANGE 15 WEST, TOWN OF GLEl~W00D, ST. CROIX COUNTY, WISCONSYN. SCALE: 1 "=300' PREPARED FOR: Daniel & Kotherine Tuttle o' tso' 300' boo' 1212 290th Street Glenwood City, WI 54013 LEGEND ,Qpp~"(~i~~D GOVERNINENT CORNER (AS NOTED~•CROIXCOUNTY Zaidely and psirlts Lbmmfttee EAST OUARiER CORNER o FOUND 1" IRON PIPE MqY p 5 2004 fOUk[)~ LU~MV.' MONUMENT • SET, 3/a"X18" REBAR A WEIGHING 1,502 LBS. PER LINEAL FOOT, ~'- EXISTING FENCE ~ m w iv a Z o "a, ~aa• t~~~° r~g~~I ova ~ ~ ~ o ~ '~' Y Q r A m ;t"NIR N ,~ A ~ ~_ ~ N a` '~ m G If nat n3corded th~in,,30 days of ~A~ approYal date I~~al sh®II Da null An e g N89.42'54"E~, 13~9.5~' __~ . \ ` I' t DO' ,~ I, , LOT 1 ~ i I ARN 1A ALL ~ a Includin 871,722 Squore Feet ~ fX ~ s 20.0] Acres ~ °9~, Areo Encluding R/W ~~{+G z 851,850 Squore Feet ~~:`_ $ 19.56 Apres ~ ' ~ !s N89'4t'03"E t3t8.53' __ _ _ __ .~.. N^ -y-- ,~ __ 1267.45' ~. m , 31.08 G LOT 2 Area Including R/W " ~ °= I° D 871,021 Squore Feet - I 20.00 Acre, ~ , Area Encluding R/W 785,586 Square Feet ~ 100• 18.03 Acres 50.00' ~ N89 39 12 E i~ :~ N i ~ iiV .o .W PETER J. tgARTMANN S X79 KNAPP WI ~ N W ~~w ~ a ~~ o o1~Vo 2+WW~U W~y~ N Rim ~ ~ D ?~i .m~~ G,~ ~~ O r ,~ ~x ~ ~~ w y o ~ A ~~d ~s A a ca une -, , _"';;;~ day ~ -C ~H "DD v v `~ N __. oul.__ne o___ e__.._.__.°~_.._~_ .. __......-t ^ ^_~.._.. _ _ _... ~..~. sovTH gUARTER coRNER -N89'39'12"E 2634,96' - SEC.32, T30N, RtSW (Recored os N89'S8'37"W) FOUND 9ERNTSEN SURVEY NAIL l/,1~ f _ r+9 \~ ,~ 3' cad T _ -----°------- =-~,SOUTWEAST rCORNER :SEC.32, T30N, Rf5W FOItND 9ERNTSEN SURVEY NAIL 1~; ;1; ~I' ~I~ , !II NOTE; EACH PARCEL ON THIS >,tAP IS SUBJECT TO STATE ANO COUNTY LAWS, RULES ANO REGULATIONS (i,e. WETLANDS. IJiNIMUM LOT SIZE, ACCESS TO PARCEL, IiTCJ. BEFORE PURCNASINC OR DEVELOPING ANY PARCEL, CONTACF CEDAR CORPORATION THE ST. CROIX COUNTY ZONING OFFICE FOR ADVICE, 604 YNLSON AVENUE This instrument wos drolted by Peter J. Gortmonrl MENO~tONIE. NA 54251 {]IS} 235-9081 SHEET 1 QF 2 Vol Z8 >'age 4740