Loading...
HomeMy WebLinkAbout010-1088-25-100Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM j Safety and Buildings Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provice may be used for secondary purposes [Privacy Law,~.15.04 (1)(mll_ PL'a`}~'~~d~~if~'e: ^ city ^ ~~ilEt~~inship CST BM Elev.; Insp. BM Elev.: BM Description: ~ ~ ~ L, TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic ~~ 5 r Dosing Q Holding TANK SETBACK INFORMATION TANK TO P/ L WELL BLDG. vent to Air Intake ROAD Septic ~3• j ' ~ S' ~ NA Dosing 7'~~ ~ '~`~-3' NA ____ Holding PUMP /SIPHON INFORMATION ~~ . ~ ~ Manufacturer 2_ //_ . , Demand Model Number 3 3Z•~ PM TDH Lift ~` Lrictio Y ` System ,~ TDH2 ,~Ft Forcemain Length1 i Dia. Z N Dist. TOWeII SOIL ABSORPTION SYSTEM ELEVATION DATA county~t. Croix Sanitar$~ggpyo.: State Plan ID No.: Parcel I?faQ1:088-25-100 STATION BS HI FS ELEV. Benchmark , ~'~ ~ . ~' 6. ~ ~ Bldg. Sewer ~3 r / ~ St Ht Inlet , ~d3 Z Dt Bottom ~ ~ ~ . ~ Header /Man. Dist. Pipe ~•, /Q (l• ~ Bot. System ~ 1 t , ~ ~ ~ - ~ FJ ~,~; r F~ ~~~g f"'t ~ ~ z - y JOB: ~ ~ ~ ~, ~ BED /TRENCH Wid ~ ~ Len th No. Of Trenche pl No. Of Pits Inside Dia. Liquid Depth DIMEN I N •~ L DIMEN I N SETBACK SYSTEM TO P / L BLDG WELL LAKE /STREAM LEA>C C INFORMATION Type O i j ~ > '-"'- HAMBER el Number: System: , ~ (9 OR UNIT DISTRIBUTION SYSTEM / //, ~/ ~ ~ ~ ~ !~ ~ Header /Manifold ~r Distribution Pipes ~ I x Hole pacing x Hole Size Vent To Air Intake i Length _~ Dia. ~ /~ y~ Z Length -~ '7 Dia. 7 ~/ Spacing r~ ~/ 3~ ~~ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded /Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil IrIS eCt10 #~:Yes / ^ ~Jo In ~t~on No / /l.F1MMENTS: (Include code discrepancies, persons present, etc.)) o~'~oG~ol -P(~,(K+~.) ~~91 / S7S Location: 2683 130th Aqenue, raid, WI 54012 (NE 1/4 NE 1/4 36 T30N R16W) - 36301 529620 L t 1 1.) Alt BM Description = `1~p o~~~;~ 4~wn Wc~~ ~ ~wa,~ ~~~~~~ ~~~G~O( ~ 2.) Bldg sewer length = .3L / ~-,~ r w ~o '~,-~ ~ i -amount of cover =y y~'' .s 6c [, `~~~, 3.) contour= 9~.q1 ~ ~sl~'~ `(•~~{~~ tt~ . IoZ.ss ~ ~.~ ~~9/G/ ~~5 ~ Se~ -> ha.~ ~ r(n~~ ~~ ~oo`~;~r.o~ S fF~r 5`~ Plan revitlOn required? ^ Yes ~ No Use other side for additional information. 3 ~ SBD-6710 (R.3/97) Dat Inspect 's ignature Cert. No. 09~' 2ioo~~R~7:52 FAa 715 386 4686 ST CRX CO ZONING ~~(~~~ ) ~v~,~e l~002 Sanitary Permit Application Cji ~~ ood, Ci~ Safety & Buildings Dtvtston r In accord with Comm 83.21. Vt'is. Adm. Code T 201 W. Washinltton Ave. 0 `~ ~~ sec reverse side For instructions for completing this application 3B07.730? WI5 Madison SCDAS Departmer+r or Commerce Personal information you provide may be used for secondan' purposes [Primacy LaH~. s. 15.04(I)(nt)) . (Submit completed form to county if r start owner Attach tom lete tans (to the county co 'only) Yor the system, on a er not Icss than 8-l/2 ~ 1 1 inches in size. County r State Sanitary Pemtil Number ^ Check if revi o re i~s a ication Slate Plan 1. D. Nltnlber I. A {ication Information -Please Print all Information ,~ Location: .~ •'~, ~ Properly Owner Name • F Properly L.oeation [~ '/ cF~l~ Qtjir ,t v '9i~ r tla /UFl4, s 36 r N. R/~ or Property Ovvne s Mailing Address ~ ,_ of Numlxr 91ock Number 6/6 oak sr. SpC ..~ / Ciry, State Zip Code u ry J Subdivision Name or CSM Number lI Type of Building: (check one) kj ~>' of Bedrooms: ~ / ~r ~~S Dwellin - No il 2 F ~ 1 ^ Cdy ^ Village y g . or am ,L~'1'awn of ^ Publie/Commercial (describe use)' ~~ Q om` O StatC-Owned ~ ' ` III Typc of Perr.^.it: {C}reek only one box on line A. Ct-eck boy on line B if applicable) Nearest Road . ~~ M ~~ A) 1. ~plew System z. ^ Replacement 3. ^ Replacement of 4. ^ Addition to Parcel Tax Number(s) Z ~ - S stem Tank Onl Existin S stem O/Q - Q rP~- 18) Permit Number 3 . 30 . /G • 2 9 $ - Date Issued ^ A Sanity Permit was rc~iousl issued Z o IV. Type of POWT System: (Check all that apply) ^ Non-pressurized ln-ground Mound ^ Sand Filter ^ Constructed Wetland ^ Pressurized In-ground ^ Bolding Tank ^ Single Pass ^ Drip Line ^ At-grade O Aerobic Treatment Unil ^ Recirculating O Other. V Dis ersat/Creatment Area Information: 1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Itcquired Proposed Rate (Gals./day/sq. R) (Min./inch) Elevation VI Tank Capacity in Total ~ of Manufacturer Prefab Site Steel Eibcr- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crctc strutted Tanks Tanks s T-- ~ /~ ~v 1 ~; ~s..~.- -~ ^ ^ ^ o ^ ^ ^ o ^ LT" Gad G-o ~.6d VII Responsibility Statement 1, the undersi ned assume res ensibilit fer installation of the POWTS shown on the attached tans- Plumber's Name (print) Plumber's Signawre (no stamps): ~MPRS No, Business Phone Number Plumber's Address (Street, City, State, Zip Code) VIII Coutaty/Department Use Only ^ Disapproved Sanitary Permit Fee (Includes Groundwater Datc Issued Issuing Agent Signature (No stamps) Approved D Owner Given Initial Adverse i Surcharge Fce)«~Z~ ,~~ 3O ~_ on Determinat YX. C/on/~dnitions(of Apprroval / fReasons for Disapproval: ~ / ~ C'f T l(cer~T ~i' ~tcr T~ bC A+IG~idtQan ~c~~S~V'viCec~ ~.cf M.GLYtGc t'QC.TCCJNrs fCCvcMrnm,-..C~~a.~5 SBD-6398 (R. 07/00) ~ ~ ~scons~n Department of Commerce March 06, 2001 CUST ID No.225150 MICHAEL E WILSON 400 STATE ROAD 46 AMERY WI 54001-4019 A7TN: POWTS Inspector Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264-8777 www. commerce. state.wi. us/S B Scott McCallum, Governor Brenda J. Blanchard, Secretary ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/06/2003 Identification Numbers Transaction ID No. 614069 Site ID No. 626196 SITE: Please refer to both identification numbers, SITE ID: 626196, BARRY LANGER above, in all corres ondence with the a enc . ST CROLY COUNTY, TOWN OF EMERALD; 130TH AVE NE1/4, NE1/4, S36, T30N, R16W FOR: NEW MOUND, 450 GPD OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 779970 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: P.e.v Condit Eeneral Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the N1 "Mound Component Manual. for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD-10572-:P DEPA DN- (R.G/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" `~ SBD-10573-P (R.6/99). ~Z'"2 • In the event this soil absorption system or any of its component parts malfunctions so as to create a healtlJ.- SEE CORK 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 Sanitary 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. MICHAEL'E WILSON Page 2 3/6/01 • The designer proposes to install an 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. • Holes must be drilled with sharp bit and all burrs and foreign matter removed before installation. • Deep and thorough chisel plowing must be done to the absorption azea to break up any compaction or platy structure which may exist. 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. Sincere ., ~/ PATRICIA L SHANDORF POWTS PLAN REVIEWER ,INTEGRATED SERVICES (715) 634-7810, FAX: (715) 634-5150 , M-F 7:45 AM - 4:30 PM PSHANDORF@COMMERCE. STATE. WLUS cc: BARRY LANGER DATE RECEIVED 02/02/2001 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART code: 7633 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Langer Mound Owner's Name: Barry Langer Owner's Address: 610 Oak st. Baldwin, Wi. 54002 Legal Description: NE1/4-NE1/4-SEC.36--T30N-R16W Township: Emerald County: Subdivision Name: Lot Number: Parcel I.D. Number: Plan Transaction No.: St. Croix ~. ~- ~ n/a ~`onally n/a Block Number. /~ OF Cp~N} C 010-1088-20 ~ DINGS c =S~'nNDENCE Page 1 Index and title Page 2 Data entry ~ l / Q Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 Pump specifications Page 6 Management plan Page 7 System and maintenance specifications Page 8 Site Plan Page 9 Tank Cross Section Page 10 Filtration Spec. Designer: Michael E. Wilson License Number. Date: January 27, 2001 Phone Number. Signature: ~ ~ , C..J.-~ 225150 715-268-6626 Version 2.2 (8/4/00) Page 1 of 10 Mound and Pressure Distribution Component Design Maximum Design Flow 900 gpd Site Information _._ ' R Residential or Commercial Design (R or C) +. __. ___ 300.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150°r6) 450.00 Design Flow (gpd) ___ 4.00 Site Slope (°~) T97.90 Contour Line Elevation (ft) 13.00 Depth to Limiting Factor (in) 0.20j In-situ Soil Application Rate (gpd/ft2) Distribution Cell Information 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) (~ 100.00 Dispersal Cell Length Along Contour (ft) ~-~T~ Influent Wastewater Quality (1 or 2) Pressure Disribution Information ~ .~~ ~_ e~ Center or End Manifold (C or E) I Z.OOi ___ 2 Lateral Spacing (ft) Number of Laterals ~ 0.125 Orifice Diameter (in) (e.g. 0.25) _^ j~~ 2.58 Estimated Orifice Spacing (ft) __ __~.~0 Forcemain Diameter (in) ( 'I~,S~0.00 Forcemain Length (ft) i 85.90 Pump Tank Elevation (ft) LS'.50 Operational Head (ft) , 13.92 Vertical Lift (ft) • ~! ~p~ 3.30 Friction Loss (ft) z2 p 23.72 Total Dynamic Head (ft) Lateral Diameter Selection in. dia. o tions choice 1.00 1.25 1.50 x x 2.00 x 3.00 x Treatment Tank Information 1000.00 ST/ATU Capacity (gal) Wieser's Manufacturer Orifice Diameters 1 /a - 0.125 :,132 = 0.15E 3116 = 0.13£3 7132 - 0.219 114 = 0.25 9132 = o.2a 1 5116 = 0.313 Are the laterals the highest point in the distribution ~~ network? Enter Y or N If N above, enter the elevation ft of the highest point. 5.77 ft2/orifice Orifice Density Does the forcemain drain back? Enter Y or N 24.47 Forcemain Drainback (gal) 90.30 Sx Void Volume (gal) 114.77 Minimum Dose Volume (gaq 32.13 System Demand (gpm) Manifold Diameter Selection in. dia. o ions choice 1.00 1.25 1.50 x 2.00• x x ;. 3.00 x Gallons/Inch Calculator (optional) 600.00 Total Tank Capacity (gar 36.00 Total Working Liquid Depth (in) 16.667 gal/in (enter result in cell 1348) Dose Tank Information 600.00 Dose Tank Capacity (gal) Effluent Filter Information 16.76 Dose Tank Volume (gaUn) Zabel Filter Manufacturer Wieser's Manufacturer A-100 Filter Model Number Project: Langer Mound Page 2 of 10 Mound Plan View 1- I 1/6B 'Observation Pipe K -ti~'.~h~`.~'w ~1 ~'1.+"L~1~'L+`.~".*`.+°L~'+,'t~'.~'L~1~~'L"S.`'y"'L''t''~`'y'• ,'~''~''• 'ti: : ~~'ti~'~.~'L~":'1..~".•".+'L+'.~'L~~.•'S~•"L•S•~."'y •'y"'L`'6•g•'y~""~•'L•ti"~ ~y°ti" ~•'. q'6 ~•,, ~ ~ ~4~+,9. ~i.'h,.y,'4~.'L.•,.•y. •,.~ysti..'~,•ti ~ti, ~'L ~'~ ~S•L•'.•1•'S~•1•ti•'L •'t•'L•ti•• . f., •J"s .~_ B - - - - - - _ __ •~ 1 -t J A I I L Mound Component Dimensions A ' `'SO ft B 104.00 g D (°n E 25.16 in F 9.50 in G 0.50 ft 450.00 (ft2) Dispersal Cell Area 4.50 (gpd/ft) Linear Loading Rate H 1.00 ft K 11.40 ft z 18.00 ft L 122.79 ft J 8.59 ft W 31.09 ft 2250.00 (ftZ) Basal Area 16.67 (ft) 1/6B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 101.61 (ft) O Dispersal Cell EL • ,,~~i~, .... H iiin,.. ....................... . . Dispersal Cell 100.32 (ft) Lateral Invert D . - - - :~~Li~i~i~i~7.3 ~3 ~"5 'i'"S~~`l~i "LY"1 ]1 97.90 (ft) Contour Elevation 4.0 °k Site Slope Shading Key '$ ~. _ Topsoil Cap c ~ ~f~» Subsoil Cap a c ~- ASTM C33 Sand ~ ~ ® Tilled Layer c ~ 0.5 ft r3:,: Aggregate ~ o Project: Langer Mound Dispersal Cell ~-- A T See lateral details page 4 for number of laterals, size, and spacing. Laterals are centered in the AxB Distribution cell. Page 3 of 10 Lateral Layout Diagram Laterals centered over the P () eTurn-upridballwlworolanoutplup All laterals are identical I!c- X-~I HOles driNed Orf the bottom OF the lateral equaMyspaoed Force main connection via tee or cross to mar>ifold at any point. Laterals i} force main of PYC Sch 40 (per CONM Tabk 84.30-5j Number of Laterals 2 Orifice Diameter ~ ~5 jin Lateral Diameter L50 in Orifice Spacing (~ 2.!59 ft Lateral Length (P) ~~:42 ft Orifices per Lateral 39 Lateral Spacing (S) 2.00 ft Orifice Density 5.77 ft2/orifice Lateral Flow Rate 16.07 gpm Manifold Length X00 System Flow Rate X2.13 gpm Manifold Diameter ip Total Dynamic Head ~ 23.72~ft Dose Tank Information ~~w~ ~ „~, ~~ iab~i and locking devk;e and sealed watertight Electrical as per NEC 300 and -- -} Comm 16.28 WAC Disconnect t 4 in. min. Tank component is properly vented ~ ARemate outlet kx~tiort Wieser s Ca acit 600.00 Volume 16.760 Manufacturer Gallons gal/inch Dimension Inches Gallons A 20.95 351.15 B 2.00 33.52 C 6.85 114.77 D 6.00 100.56 Total 35.80 600.00 A B C D Forcemain diameter ~ 2 in. Weep hole or antl- siphon device P~P off elevatlon (R) 86.40 Dose tank elevation ft) 85.90 Alarm Manuafacturer S.J.ELE_. -~ Alarm Model Number 101 H.W. ~~ Pump Manufacturer Zoeller Pump Model Number ~-163 Pump Must Deliver 32.13 gpm at 23.72 ft TDH Project: Langer Mound Page 4 of 10 HEAD/CAPACITY CURVE ~ W 161, 163 AND 165 SERIES za ,,,, 24 ~~ ° 70 20 163 v 160 Z 16 50 0 F 12 ~~ 0 ~ 30 a 10 16t U 5 OGALLONS 10 201 30 ~ 401 50.601 70 80 190 100 110 LITERS 0 80 160 240 320 400 FLOW PER MINUTE Standard ail models - 161 MODELS _ Model Volts-Ph Mode M161 115 1 Auto 77 lbs. - 20 ft. cord -1/2 H.P. 1 D161 230 1 Auto 7.0 1 or 1 ~ 9 E161 230 1 Non 7.0 2or2&8 3or5d16 F161 230 3 Non 4.0 2&4 3&4or5&6 • H 161 200-208 1 Auto 8.2 1 & 9 • 1161 200-208 1 Non 8.2 2 & 8 3 or 5 ~ 6 • J161 200-208 3 Non 2.2 • G161 460 3 Non 2.0 2 & 4 3 & 4 or 5 & 6 Standard all models - Weigh 771bs. - 20 ft. cord' 1/2 H.P. 163 MODELS Control Selection Model Volts-Ph Mode Amps Simplex Duplex M763 115 1 Auto 15.5 1 or 1 & 9 N163 115 1 Non 14.0 2or2&8 3or586 Di 63 230 1 Auto 7.0 1 or 1 & 9 E163 230 1 Non 7.0 2or F163 230 3 Non 4.0 2&4 3d,4or5&6 • H 163 200-208 1 Auto 8.2 1 ~ 9 2 & 8 3 or 5 & 6 • 1163 200-208 1 Non 8.2 •J163 200.208 3 Non 2.2 2&4 3&4or5&6 'G163 460 3 Non 2.0 2&4 3&4or5iA6 Standard all models - Weight 771ba. - 20 ft. cord -1 H.P. 165 MODELS Control Selection Model Volts-Ph Mode Amps Simplex Duplex D165 230 1 Auto 9.8 1 or 1 8 9 E165 230 1 Non 9.8 2or F165 230 3 Non 6.6 2&4 364or5d16 • H 165 200.208 1 Auto 10.7 1& 9 • 1165 200-208 1 Non 10.7 3 or 5& 6 2 ~ 8 * J 165 200-208 3 Non 7.0 2 d14 3 & 4 or 5 ~ 6 • G165 460 3 Non 3.3 2 & 4 3 d14 or 5 d16 rmatbn on additional f i F on Combinatlon Starter, FMOS14; Zoeller products refer to catalog t r l n o or back Mercury Switches, FM0477; Pi o , terna Electrkal Akemator, FM04a9; Mechankal A l Box t ggy . ro FMOa95; Alarm Package, FM0513; Sump/Sewsge Basins, FM0487; and Simplex Con FM0732. l - I1N NVT 11 H NVT 1~1 s NPT SELECTION GUIDE 1. Integral float operated mechanical switch, no external control required. 2. Single piggyback mercury float switch or double piggyback mercury, float switch. Refer to FM0477. 3. Mechanical alternate "M-Pak" 10-0072 or 10-0075. 4 Combination starter. Refer to FM0514. 5. See FM0712, for correct model of Electrical Alternator, "E-Pak". 6. Mercury sensor float swkch 10-0225 used as a rarttrd activator, with "E-Pak" aflemator, 3 or 4 float system. 7. SIMPLIX CONTROL BOX 10.0050, 115/230V,1 Ph. max. 2HP use one(1) single piggyback wide angle mercury float swkch OR two (2) 10-0225 mercury sensor floats for level control. 8. Four (4) tale "J-Pak".junction box, for watertight connedbrt orwired-in simplex or duplex operation. 9. Two (2) hole "J-Pak", junction box. for watertigfd cortrtecUort or splice. •No Molded Plug CAUTION AN InNallatbn of oordroM. prdaetion dwbaa and wking should t» done M • gwlMMd meant National IaWb Cade (IIEC)nind 1MIM Oou+pdk+nal SMdY and HaaM Ad (08NA1. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. Pls~-~i~ TOTAL DYNAMIC HEAD/FLOW PER MINUTE Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks urger s. 281.48, Stets. 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 nd 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 flter is equipped with an alarm, the fitter 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 r3 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 pertormed to maintain less than ma~amum scum and sludge accumulation in the tank. The addltion of biological or chemical additives to enhance septic tank pertormance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All swltches, alarms, and pumps shall be tested to verify proper operation. If an effluent faker is installed within the tank lt shall be inspected and serviced as necessary. Mound and Pressure DtstNbutlon 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 conpaction 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 h~vily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg/L BOD5,150 mg/LTSS, and 30 mglL FOG. Influent fkrw 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 lt is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is peformed lt 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 4 inches considered as an impending hydraulic failure requiring addltional, more frequent monitoring. General This system shall be operated in acccordance with Comm 8284 Wis. Adm. Code, and shall maintained in accordance with its' canponent manual [SBD-10572-P (R. 6J99)] and local or state rules pertaining to system maintence 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 kxiger used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Acxess openkrgs used for service and assessment shall lie 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 kx:ldng device to prevent accidental or unauthorized entry into a tank or component. PI If the s ptic 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 shall be immedietehr repaired or replaced with a component of the same or equal pertormance. If the mound component fails to axept wastewater or begins to discharge wastewater to the ground surface, lt wNl be repaired or roplaced in its' presets location by increasing basal area if tce leakage oxurs or by removing biologically clod absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions on the operation or maintlence of this system should be directed to your designer, county zoning or health inspector. Page t3 of Mound System Specifications Owner's Name Ba Lan er Designers Name Michael E. Wilson Sanitary Permit Number Design Flow -Peak (gpd) 450 Estimated Flow -Average (gpd) 300 Septic Tank Capacity (gal) 1000 Soil Absorption Component Size (ftZ) 450 Type of Wastewater Domes) Inffluent Limits Design Flow -Peak (gpd) Maximum Influent Particle Size (in) Maximum BODS (mg/L) Maximum TSS (mg/L) Maximum FOG (mg/L) Septic Tank Outlet Filter Pump and Controls Alarm Pressure System Mound Other Service Freauencv Ins ct and/or service once eve 3 ears Should ins ct once a ear and clean once eve 3 ears Test once eve 3 ears Should test month) Laterals flushed and ressure tested once eve 1.5 ears Ins a once eve 3 ears Lateral Turn-up Detail •••'•••••••••••••• •'••'• 6"Diameter Lawn Finished Grade ~ Sprinkler Valve Box Threaded Cleanout Plug or Ball Valve Distribution Lateral """"" .: Project: Langer Mound Se tic Tank Pum Tank Dis rsal 1000 450 450 NA NA 1 /8 NA NA 220 NA NA 150 NA NA 30 ~\ Long Sweep 90 or Two 45 Bends Same Diameter as Lateral Page 7 of ~~ --~~ _~.` h ~, . ~~ ~ii ~ai~ 117 ,Z(i~ / S p.~ ei dl ~ ~ ~ w ~aolt~. ! • Va )D 7 ~ ~, r ~s~ a ~ /,v 3 0 l/ ~prG~ N'+Li ~ h /~~ ~~q'r ~~ 4- d w ..._ /~ 2 a' v ~i~OPO.ri~ .. ~{ L~ s, `Z-~ / UUQ/~' ~U sr- c r Goy., ~a G~f :' N~ A n N D m O a ~ u m ~ C ~ O u O1 D ~ ~ O c u U ~ O U u U O ~ p \ ~~O I ~ ~~rn Ul; No ~O ~ O m = ~ .ZI n~ ocn zm v +~ ~x~] °o ~ ~ m ~~U' , ~) ~, o ~ ~ . No ~l ~ ~ 56" 39" o c m i n ~ D O m -0 II^ rn 84" i ~''~`. i . i ~ ; ,. ~~ i ~ i i. i ~~` ; ~ 'i -- i i i ~i i ~ ~' i ~~ ~ ,• ~i i. i ~ ~ is -~ i . f / `` ' i i ~ ~ . ~ ~ ~ i ~ ~ , ~ ~ ~ ~ ~ .~,_ ~ ~ . ~ ~: ~i i ~. ~~ ~. :~ ~~ ~. ~. .; ;. ,~ ro D ~ z z v O ~ ml m-I m Z ~ O n ~Z D °z ~DmOZmDOODN j V -7 ° ~ O _~° ~~° =o°=~==morn _ Z O m Zm rn a'~ ^ rn ``; ~! ~tv D -i m Da ~ ~ ~. m v r -+ O o ,~ u, N ~.. N~ o my m cnmy z I O ~'w~~Op- OVi~ Np-~r~ mm D"~ O mO'n° ~ ~ rn O c z c~ c~ r m -a m tn D- m~ ~ ~ ~ ~ ~ O D \\ Z Z =r - ~ p ~ ~! A D ~~ v 0 m Q r~+ ~ N c m O -' ~ N v n .Z7 ~ O v ~ ~ o y ~m Z n 0 0 p~'a~~G 42° m a -~+ z f I • ~.~ MADE IN USA Flltrstlon 1~16~ • The original Zabel Filter for waste flows from 3,000gpd to 4,500gpd. • Disc dam design is proven to reduce TSS and BOD in residential and commercial waste flows. • All A100-12 filters come ready to accept the Zabel SmartFilter Alarm. • Easy to install either in the tank or outside the tank in a Zabel Basin Assembly. • Extension handle included with every filter. Commerc Filter Packag~ Aloo-lsxl _ . ~~ _ t ,, ~~ ;J~` :.~~. aloo-aon Reducers are included with all p100-12x16 A100-12x30's they are optional on A100-12x16 Filters Handle Parts Included A =112" Tee (SLIPxSLIPxSLIP B =1/2"Female Adapter (MIPTx SLIP; ~ ~ i°"' 0 Certified to C =112" Schedule 40 pipe ANSI/NSF Standard 46 -- -"-- -- --- -- WASTEWATER FILTERS & ACCESSORIES y -800-22 y-5742 ~ ~ ~ ~~ .. A100-12x16 12" x 16" Case and Cartridge 169.95 133.00 108.00 102.00 98.00 A100-12x30 12" x 30" Case and Cartrid e ~ 208.95 174.00 158.00 152.00 148.00 ~ ..- 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 4.30 A100/300-RHEK Retrofit Handle Extension Kit 7.45 4.75 4.50 4.40 .4.30 A100/300ADA Extension Apapter 29.95 19.00 18.00 17.00 16.00 FC100 Flow Control/Maintenance Plate 9.95 9.00 8.00 7.00 6.00 All Zabel Filters are SmartFilter ready. Add $75.00 to the price of an fi lter or filter acka a to add the SmartFilter Alarm. io P, ~o s~ ~o A100-12~t30 Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT in arrnrrlanca. with Cnmm fL5 Wi~a Adm_ Code 1213 page 1 of 4 A.C.E. Sal & Site Evaluations County Attach complete site plan on paper not less than 8'/: x 11 inches in size. Plan must ' St. Croix nt (BM), direction and include, but not limited to: vertical and horizgntal , ' Parcel L D percent slope, scale or dimemsions, no>r ,~ b I on a distance to nearest road. ~ ' ' . '., , ~ - -- - ~ 101-1088-20 ID#36.30.16.5296 Please ~Rta~l~nfonnattion. •' ,,. ~ - Date ' d ~ ,, awe y Personal information you prov~ie ySay b2~lsed for s (Priv~pyLatir, s. 15.04 (1) (m)). r- D Property Owner ~...~ .~• - ' Property Location Randy Thompson r '~'" ~'• ^~~ ~ .- .._' ~• Govt. Lot NE 1/4 NE 1/4 S 36 T 30 N R 16 W Property Owner's Mailing Add g-~, ', ~" ° - : Lot # Block # Subd. Nan1e or CSM# 2785 130th Ave. ~::, Sr CRO)X ~• _Porposed CSM Cdy ate _`,Zip~te~6'I~i~l~mber~, City ;;,~ village ~ Town Nearest Road Glenwood City W~~, '•5 3, 71 - ~ 7 Emerald 130Th Ave. _ t~' New Construction D~~ ~ Res' r of bedrooms 4_ Code derived design flow rate Replacement J Public or commercial -Describe: Parent material Glacial till Flood plain elevation, if applicable General comments and recommendations: Site is only suitable for A + 4" mound requiring 23" of sand lift, see attached memo sheet. elev. to be 99.82' at 23" above 97.9' contour. -_ 600 NA System GPD ~~ # ~ Bonng /~ Pit Ground Surface elev. 99.05' ft. Depth to limiting factor 13" ~ in. Sal Application Rate Horizon Depth Dominant Caor Redox Description Texture Structure Consistence Boundary Roots GP DIft2 1 0-5~ 10yr3/2 None sl 2fsbk mvfr as 2fm 0.5 0.6 2 5-13 • 10yr5/4 None sit lthinpl mvfr aw 2fm,lc ,ILP~ 0.3 3 13-20 • 7.5yr4/4 f2f 7.5yr5/6 sl 2msbk mfi aw 1fm 0.5 0.6 4 20-38 - 7.5yr4/4 m2d 7.5yr5/8 sl lcsbk mfi - im 0.4 0.5 Boring # -~ Boring Pit Ground Surface elev. 97.48' ft. Depth to limiting factor 24" ' in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D ft 1 0-4 • 10yr3/2 None sl 2fsbk mvfr as 2fm 0.5 0.6 2 4-17 ~ 10yr5/4 None sl 2fsbk mvfr aw 2fm,1c 0.5 o.b 3 17-24 • 7.5yr4/6 None sl 2msbk mfi aw lfmc 0.5 0.6 4 24-39 • 7.5yr4/6 f2d 7.5yr5/8 sl icsbk mfi - if 0.4 0.5 -~ * Effluent #1 = BOD 5> 30 < 220 mglL and SS >30 < 150 uent #2 = BODS < 3p mg/L and TSS <~0 mglL CST Name (Please Print) Signature: CST Number James K. Thompson 3... 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number Osceola, WI 54020 4/25/00 715-248-7767 rv ~~ V ~ ~ 4 v S 0 M ~ ~ a property Owner Randy Thompson ~ ~ parcel ID # 101-1088-20, ID#36.30.16.5298 Page 2 of 4 Boring # :~ Boring ~ Pit Ground Surface elev. 98.75' ft. Depth to limiting factor 15"• in. Sal Application Rate Horizon De th Dominant Color Redox Description Texture Structure Consistence Boundary Roots : p *Eff#1 *Eff#2 1 0-5 • 10yr3/2 None sl 2fsbk mvfr as 2fm 0.5 / 0.6 2 5-15. 10yr5/4 None sil 2fsbk mvfr aw 2fm,ic 0.5 0.6 3 15-19 . 7.5yr4/4 f2f 7.5yr5/6 sl 2msbk mfi aw lfmc 0.5 / 0.6 4 19-39 . 7.5yr4/4 m2d 7.5yr5/8 sl icsbk mfi - if 0.4 ~ 0.5 Boring # J Boring #~ Pit Ground Surface elev. 97.51' ft. Depth to limiting factor 14" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ~ *Eff#1 *Eff#2 1 0-5 . 10yr3/2 None sl 2fsbk mvfr ~ as 2fm 0.5 / 0.6 2 5-14 . 10yr5/4 None ~z ~ ithinpl mvfr aw 2fm,1c Z ~ 0.3 3 14-22 . 7.5yr4/4 f2f 7.5yr5/6 sl 2msbk mfi aw ifm 0.5 ~ 0.6 4 22-30 . 7.5yr4/4 m2d 7.5yr5/8 sl icsbk mfi - lm 0.4 ~ 0.5 ^ 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 *Eff#1 *Eff#2 * Effluent #1 = BOD 5> 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. l~, 3 aF''{ ,= Ate . b. wl. % vla; ( F n ,ZG Da,('~ee . E/~ v.- . X03 ~~ ~r ~ .,o. ~.w.,, ,. A „ ^ Sal ~jlosert/afr P..~ ~ E/e/aflo•-~ 83 8! ~ ^ she; / '. ~o, y~ ~/o/oe 97.90C'o.~~+xcr--------- ---------- ^ -~ ~ 61 b~ v e.rch h'Iu~A': .c Assumcd eltk= idD•~' C 0 h ~9~'F ~9~ ~= ro *~i.2i3 PROPERTY OWNER: Randy Thompson SOIL AND SITE EVALUATION 1213 Page ~ of a PARCEL LD.# 101-1088-20,1D#36.30.16.529B A.C.E. Soil & Site Evaluations REPORT MEMO The soil profile description of the adjoining report indicates that this site is suitable for a replacement mound system, but would not be suitable for a sytem to serve a new residence based on current code standards. There are two possiblities that could render this site suitable for a mound system to serve a new residence: 1) There is an anticipated code change proposed for implimentation later this summer that would allow a mound system serving a new reidence to be installed at this site. 2) Install a privy on the site and then apply fora "replacement" mound system permit. Current code allows a mound system to be located on sites like this, but there is additional expense and time required to obtain needed approvals. Again, before sanitary and building permits can be obtained for a new residence on this property, one of the above 2 criteria must occur. S f CROIX CC~tJNTY SEPTIC T;~,NI` MAINTENAwCE AGREEMENT . ° AND OWNETtSI~iIP CCRTIFI~:'ATION FORM OwnerBuyer ~~ `~' ~`+°~~~y __ ~'~~e r Mailing Address ~ ~ © ~~ ~ - ~`~ ~ ~ ~ ~ ~ 5~~ Z -- Property Address o~ n g 3 fah ~ ~~a. (Verification required from Planning Department ii~~ new construction) _ City/State~~ _ s Parcel Identific;~;i~~n Number ~~=1~~~`.~ ~~ ~ I,F.,GAL DESCRIP~TION_ ~~ Property Location~~ '/,, ~ '/,, Scc. ~ T~O N-R ~W, Town of Subdivision _ ,Lot # ~_. Certified Survey Map # ~( ~ _, V,~lumc , Pagc # Warranty Deed # ~~~ ~ ~T.~ ,Volume ~~~,~., Page # 1 Spec house O yes ~ no I,ot lines identifiable ~ yes O no ~~ SYS'T'EM MAINTF,NANCE Improper use and maintcnanccol'your septic system could result in its premature frilurc to handle wastes. Prope. maintenance consists of pumping out the septic tank every three years or sooner, il' needed by a liccnscd pumper. What you put un~~ the system 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. Croix Z.c,ning Department a ceriification form, signed by the c tier and by a master plumber, journeyman plumber, restricted plumhrr or a liccnscd pumper verifying that (1) the on-site wastewaterdr posal system is in proper oper~~ting condition and/or (2) after inspc~:tion anJ pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above rcquircmec~ts and agree to maintain tlrc private sewage disposal system with the standards set forth, herein, as set by the Department of Commcc.e and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zuning Office within 30 days of the three year expiration date. N~ ~ ~~~~ SIGNATURE F PI.ICANT ~ DATE OWNER CERTIFICATION ' I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) a,e owner(s) of the pro city described above, y virtue of a warrantyAdeed recorded in ltcgistcr nl' Deeds Office. j•. ~ ! v f~ ~j ~j t~.v! ~ _T~.~1~11.1 SIGNATURE O PLICANT `t DA"! is •••••• 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 fi~~m the Kegister of Deeds office a copy of the certified survey map if rcferencc is made in the warranty deed yo1:1532P~~E 4y1 STATE nAR OF WISCONSIN FORM 2 • 1998 WARRANTY DEED Iklcumcnt Number Thls Deed, made between Randy R. Thompson and Doris M. Thompson, husband and wife andliarry J. Langer and Nancy L. Langer, husband and wife as survivorship marital property Grantee. Grantor- for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin: Lot 1 of Certified Survey Map Piled in Volume 14 of Certified Survey Maps, Page 3916, as Document No.627232 located in part of the Northeast 1/4 of the Northeast 1/4 and part of the Southeast 1/4 of the Northeast 1/4 all in Section 36, Township 30 North, Range 16 Weat, Town of Emerald 6 27 745 KRTHLEEN H. WRLSH kEGISTER OF DEEDS sT. c~olx co., wt kECEIVED FOR RECORD 08-07-2000 11:55 AM uAkkrl4iY D-I:ED F.NrMPT M CEO;T COPY FEE: COPY FEE: TnANSFER FEE: 48.00 kECUkDING fEE: 10.00 PAGES: 1 Ra:ording Areo RETURN TO: TITLE ONE 706 19TH STi~EET SOUTH HUDSON, WI 54016 1C~-1088-20-000 ~~art of) Pallxl Identifitatan Number (PIN) TFis is not homestead property. (is) (is not) Exceptions to warranties: eaeemneta, roadxays and restrictions of record Uated this ~~ day of ~ , ~~ r AUTHENTICATION S:bna:urc(c) authenticated this day of , i 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 ncJt necessary.) J~+'~ -Rand R. Thompsoon'°'~ .oFG~ChM,~,dax~._ -Doris M. Thompson ACKNOWLEDGMENT STATE OF WISCONSIN ) } ss. St. Croix County P son:tlly came beforo me this ,~' day of he above named Randy R. ho son and Doris M. Thot4Pson to me known to be the person who executed ~ the fore ~in;; instrument an I/ wledged the same. **Tracy L. rner Notary Publ c, State of Wisconsin My i ommi salon jg~ermar>e<nt.•(If not, state expiration date: J d ~IC] ~ J 'Names of persons signing in any capacity must be typed or printed below their signature. Notary PUI71iC STATE BAR OF WISCONSIN State of HI(Igtoneln WARNANTI' DEED FORM N9.2.199g PlDduuE wiM ZiDFDrm^' DY VM'•M klc. 19025 FAaen 1AM Rtwtl. CYNm TwrW,p, Midypal, ~5, (9001 3619905 / ~~ Anvnty Michttl N Farecb IiJU DrukeD Avt, F.w Clnre WI Si701-~6J1 PMn. 1115) IJSJ039 Ftt. 1715) n3~112 .S 2 '-'~ ~ • aowala c. ~ o~ GO JOHNSON ~,~`i 000 ~ 3 s-t >,es 2 ~'••••~:N"ALERT ,, ~~SURVEY MAP Located in part of the Northeast Quarter o e Northeast Quarter and part of the Southeast Quarter of the Northeast Quarter all in Section 36. Township 30 North, Range 16 West, Town of Emerald, St. Croix County, Wisconsin. Prepared for and at the request of: OWNER: UNPLATTED LANDS NORTHEAST CORNER Randy R. and Doris M. Thompson SEC770N 36-30-16 2785 130th Avenue _ t~ Q~ H A V El1I U E __ FOUND SURVEY Glenwood City, WI. 54013 _ iNOR1N UNE OF THE NE 1/4 MARK NA/L Grafted by. Joson M. Gustafson ~_---~-~ =- - ~_ % __-S 87'51'56' E 2631.92'--_ _ ~ ---~_ _,~ 33.02_ T 33.02 \ ----~ ~ ----~~~~ ~-9724.29, -~ L'~ _ ~~"-~~ -__ CENTERLINE OF 130TH AVENUE, ~~ • -' ~ ~R-o-w I N 8751'56' W 660.46'-__ - ~ I ~ I ............y / ~ NORTH QUARTER CORNER ~ SECT/ON 36-30-16 ~ 'LOT 1 I ~ ~o~ I ~ ESTABLISHED FROM 7/ES- ~ TOTAL AREA: p .t SET SURVEY MARK NAIL ~ 163,133 SQ.FT. ~ o ~ 3 13.75 ACRES i w _WA_R_RA_NT_Y_DEED_ f° ~ I o ~ ~ o VOLUME 750 PAGE 584 w 13 O ^ ^ o ---------------- o = ~ FENCE"(TYP.) o AREA ~i Q 11i~PL~iT1EQlBIYQ~. O = ZI o; £XCLUD/NG ~ o O I z ~I a ~ Z RON:~ N o ~ pl ~I~ j` 154,976 SOFT. of I~ ~I 'If 3.56 ACRES 1 i ~ I ``'i ,? ~ w z~ S87'S1'56'E ~ i ~ ~ ~ --S 8751'56' E 660.46_ ~ ~~ j I o p~ ~I ~ of FENCE 171.63' r 247.17' ~ i'___-- --610.43'-- __ _ ~~ vI ' ~ I,.I p:0 ICI 1't ~\`-'"--- . ~ ~ wl~i-~ of of WEST ___ --1029.23-- -- -- ~ ° I I '~ ~* ~ ~ j NE ---5 8751'56' E 1079.26'--- -_-'-~~ ~ zi i w \ cn \~ \ cn NO TH zl 3 . w °zl 50:03'-~ ~ I ~ Olz ~~ z l z ~~ iV /~50 ~ I ~ ~ Iw ~ k~'i ~ I ~ Wi ~ LOT 2 3 I "i ~ a to O QI O. O QI w ; O I N jw } I I 31z dl z ~ z al ^ 1, 048,203 SQ.FT. rr l i I'r I., m zl -'. -' zl N 24.06 ACRES ~ NI o =I~ ~I ~I I z a ~ N r TOTAL AREA: o I ~~ o ~ Iw Fa- wI~1~ O ~I W~ g =~ ~ T z AREA EXCL UD/NG R-O-1~ w ~ ~ i N Y I 1, 002, 58,3• SQ. FT. i S8 68 9 $'E 2.3:02 ACRES ~ o ~ ~i I ~ ___. • • `SOUTH LINE OF THE NE 1/4 OF THE NE 1/4 ~ FENCE 2't SOUTH NORTH UNE OF THE SE 1/4 OF THE NE T/4 --~ I I W OF UNE I }' `~• ~ ~ I IH I OI I N O ~ ~ ZI I I N ~ ~ 'I of I Z _-------- ----1200.16'---- -__ 50.00`~.~ ~ I OI ~i I -_~. _``~ `~ I I UI Ji N 89'26'07' W 1250.16' '; li i i f A ~~ UNPLATTED LANDS OF OWNER ooiii i~ Ni Qo~i Ir °z NOTE: The parcels shown on this map are subject to State, County and ool 9 ~~ JI Township laws, rules and regulations (i.e. wetlands,. minimum lot size, access o ~ I ~I I to parcel, etc.). Before purchasing or developing any parcel, contact the St. Z ~~ ~ ~ ww°i Croix County Zoning Office and the appropriate Town Board for advice. ~I QI ~~~' EAST QUARTER CORNER ~I County Section Corner Monument SEC110N 36-.3'0-16 ~~ of Record FOUND SURVEY A/ARK NA/L • Set 1" x 24" Iron Pipe weighing a minimum of 1.13 pounds per linear foot. • • • • • 100' Building setback line from R-~~IQROVED ST. CROIX COUNTY JOB .~ A00076 Planning Zoning and Parka Committee LINE TABLE LINE LENGTH BEARING L1 247.17' S87'S1'S6"E ~ 247.17' S87'S1'56"E Prepared by. 250 0 250 A& E J U L 2 8 2000 ~^ _ ' LAND SURVEYING ec CIVIL ENGINEERING GRAPHIC SCALE Phone No. (715) 246-4319 If not recorded within 30 days of SCALE IN FEET: 1 inch = 250 feet 109 East Third Street, P.O. Box 32~pproval date approval shall be BEARINGS ARE REFERENCED TO THE NORTH LINE OF THE New Richmond, WI 54017 null and void NE 1 /4 OF SECTION 36, TOWNSHIP 30 N., RANGE 16 W. Sheet 1 of 2 WHICH IS ASSUMED TO BEAR S87'S1'S6"E. Vol . ~ 4 Page 39 ~ 6