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HomeMy WebLinkAbout002-1041-50-200~ ~ a ~/isconsin Department of Commerce PRIVATE SEWAGE SYS :rEM Safety and Building Divisipn ` INSPECTION REPORT GENERAL,INFORI'~'IATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 'ermit Holder's Name: City Village X Township Hielkema, Harve Baldwin Townshi :ST BM Elev: Insp. BM Elev: BM Description: /v~3s' oZ•3S SANK INFORMATION ELEVA ION DATA St. Croix No: 395231 ~ o: I (Parcel Tax No: TYPE MANUFACTURER .SP ~'X-~s1~-/Ll - CAP ITY Septic ' Dosing ~Db Aeration ~ "~~ Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic / ~ ~ ~r ~ , Dosing ~ ~~ Aeration Holding PUMP/SIPHON INFORMATION ,~ ,~~„ ,,, / ~«.~.;L.. Number ~3~- a.:~.ola -(o I ~_~~ I ~n.~ I z3 ~i Forcemain Length ~ ~ Dia. h Dist. to Well Z ivv~ fin/ y~-T SOIL ABSORPTION SYSTEM 3 .~ / ,SZ o7•t. BEDITRENCH Width ( Length No. Of Tr ceA hes , DIMENSIONS ~` ~ ~ r / ~.~G( SETBACK SYSTEM` TO P/L BLDG WELL INFORMATION T e ( /S/~ste~m~ ,/ ( STATION /V 6 T /7ra~/ BS HI FS ELEV. Benchmark oL ~ a.~-~d n • btet I/ , D _ / ~ 5 /p2.3 Alt. BM Bldg. Sewer y SUHt Inlet 1Sg 3, SUHt Outlet ~, 6~ „~ Dt Inlet ./ ---- Dt Bottom Ta.~- JS .~ ~. -,~ ~ go , Bader/Man. ~~%~%ci~/t~ - ~a T . ~L /D S Z3 Dist. Pipe ~ ~ / L~` ~/ lOS !S Bot Syfstem a ~Z ~ ~~ y~d3 !o •. Final Grade ~ ~~,t~- St Cov V ~. ~- ~ ~/i i ~ ~ 9 ~ (..~ ~ / DZ. (~' Dia. (~ CHAMBER OR UNIT Model Number. nISTRIBLITION SYSTEM ~ lbGoL f'~-CD~S~cvn r-~s~, ~C~x.dt~ HeaderlManifold ( w ~ Distribution Pipe(s) ( ~ f ~ ~ ~ x Hole Size / ~I x Hole Spacing alp G! Ve~^nt~~to~`Air, Inta(ke~ _ ~~~~ Length~~ Dia Spacing Length Dia ~ / ~, SOIL OVER v Praem~ro Svs#ame Anly YY Mnund Dr At-Grade SVStEmS OnIV Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched B d/T h Center / T ~ Bedrfrench Edges Topsoil ~ ~ ~ Y ~ N e rent ~ ~• -• Yes No es o S a-so'~•~•" COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: f ~ / (0 / ~ Z I spection #2: ~~ /~/ a Location: 2122 90th Avenue Baldwin, WI 54002 (SE 1/4 SE 1/418 T29N R18W) NA Lot NA ~ Q~K ~ Parcel No: 18:29.16 1.) Alt BM Description = S'I- ~~R' ~ "~p ~ ~h ' IO' D ~ A~~a r(L~t'6'~1~ ,I - / 2.) Bldg sewer length = ~ ~~'t'Q'~ ~ C~ ~~ ~/L/~d~".`~-Gc~~ ~Lvn ~'G~'~t-~. ~'~-~-~ - amount of cover = 9 j -'~~ ~ v ~-'~~~ s.) Contour (p 2 • ~ /~-0 -~v ~P~t~ -~i~t~d Plan revision Required? ^ Yes o // (_ O tl ~ l Use other side for additional information. SBD-6710 (R.3/97) Date Insepctor's Sig ature /; ~\ r • PLOT PLAN ' Scale 1 "_ ~Ib' B.z ~I a~ ~~ - ~ 3 °lo Q.. -I ~~ .~ J 0 G C 1 a ~J J ~~ ~ 3g' oI , Q a0' CAF Zo~oF y,yp~,c ~ Z." Pve F, rh. ~. ~ G~ ~-vTOvR ~L.t'V., L02, 6 ~ ~ol~w- or e~t.c. ezc'v . ~0 4. S z X01 ~, I ~S~ I ~ _ ~ - DO NOT CU-`~lP R~'-"' 13 ~ I o'~. p \ a1'v R.C3 ~ L ,s, . I A Pr ~~. ~+y - ~ l , q8 .'- ~ one ~iP OF `-~' PVC P1P~T• ~. 2 1n i ~- 1'~ USIA . ~~" Z Page 3 of 7 ~, -tL.. ~.OU•0~ ON SOP OF l`~ PVC PtP~ ta•o.w, l,~Ne NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). •. 3. Septic tank to be ZZ-~0 /QOp gallon capacity manufactured by wL~~ CU~1 e-L2.~' W / R - L~Oo Z~8~1. F~L~R , 4 . $ench marks Ste'- I~$dU . Divert surface water around system to prevent ponding at the uphi Deetiirtitterrt ai~Camrrterae } o` ~ ~/ y~ /V (-~V~- ! ..~'" ~ `• Sanitary Permit AppliCati ,, ~~ ~~~ ~ ~~ Sanitary Permit Number~-~j ) ~ ~ ~ ' In accord with Comm 83.21, Wis. Adm. Code, persoml info provide ~~ ' ~ G 1 ^ Check if Revision : % ma be used for seen es Priv Law, m) I. Application Information -Please Print All Information ,~ : I ._ -~ State I. Number ` g0O1 Property Owner's Name Q ~ I Number ~ ~ Property Owner's ' ing Address ~ ; roperty Location p? ~ ,3d ~ 1 /~ l G Ci r, ~' t°. l ~ ~, '~ ~ S c 'SLR 54 L 54; S T ~ N. R f ~ -~ c ~ ~ ~,,~ ' City, State Zip Cade Lot Number Block Number i ~ . _ Subdivision Name CSM Haber II. Type oP Building (check all that apply) ~ 'A, ~ '~ ^City vIC or 2 Family Dwelling -Number of Bedrooms ^Villa e g ^ Pnblic(Coma~rcial -Describe Use ~l'ownship ~} d w i' ^ State Owned Neanest Road f ~ ~• ~ ~~L_ ~/ III. Type of Permit: (Check only one box on line A (numbering scheme for internal tree). Complete line B if applicable) A 1 ~ew 2 ^ Replacetnem System 3 ^ Replacement of 6 ^ Addition to For County use nem Tank Exis ~ S stem Permit Number Date issued B. ^ Check if Sanitary Permit Previously Issued IV. Type of Permit: (Check all that appty)(n mg scheme is for internal use) • 47 ^ Sand Filter 50 ^ Constructed Wetland 44 ^ Non -Pressurized In-Ground 21~ 22 ^ pressurized In-Ground 41 ^ Holding Tank 48 ^ Single Pass 51 ^ Drip Line 45 ^ At-Grade 46 ^ Aerobic Treatment Unit 44 ^ Recirctilating 30 ^ Otber V. rsal/1Yeat~nt Area Informati on: ~ Design Flow (gPd) Di~ersal Area Retluired Dispersal Area Proposed Soil A~lication Rate(Ga1s./Days/Sq.Ft.) Percolation Rate (Min./Incb) System Elevation Final Grade Elevation ~U ~~3 C~3 ~ ~ (~ Cv~~s"~- ~~~ , VI. Tank Info Capacity in Gallons Total Gallons Nnmber of Tanks Ivtamrfacturer Prefab Concrete Site Constructed Steel Fiber Glass Plastic New Existing Tanks Tandcs ' Holding Tank ~ - ~ z ~ ~! ~ °~ onsibility Sfstement- I, the a for n of the POWTS shown on the attarJmd plaav. Plumber's Nam (Print) ' Flambe Signature SRS Number '~ Business Phone N r ~1~~ X15"-L~ - ve ~c-~~t ~ ~ ~~3~f?5 . Plumber's Address (Street, ,State, Z' ode) VIII. Co IDe artonelrt Use ~Appmved ^ Disapproved Y Permit Fee (inchdes GroutdwaOer Surcharge Fee) ~ Date ~~ Z ~ b nautre (No Stamps) ig Issuing AAge~~~S ~`~ ~, ^ Owner Given Initial Adverse . ~ 7 .~ ~ ( Determination ec ( ~l `~./ 1X. onditions of Approval/Reasoms for Disapprov1al r L ~ w~ Iri~Oa.r /~ ~t, ~6Y1 X ~!-w ~'') ' '~ ~~ .I~ ~ . f ~~ ~~ WLv> (`~t, p ~ Q ~ l ~ ~1 ~ t -~ \ u-G „ „ ~{ GJ ~ ~ ~ ~ e vI e .pl~~- °b ~ ,r,.~. ~~,.~ew.,,..ti~ ~ ~~'~µk-~.~~,.~,,,~.~ Ibt- yra~t~~»~ 1 ~ oUlW~t ~S ~~',~--t W.~. ~ ~ ~wy~rt ~l ~ T ~y „t.. ~~ ~ n ~ ~ i ~ I~v,• i..l 14dJw~_ t~.in.~ X/FIOFI LtM tiIM ~tn 0/A/f. 4/.TN/ /{Y ~u~.~t~L2 QCv.~~W/D/nJI~/1 I .._ ctm P~ (to the onlf) !M the ayatem ~ IgPa' flan 8112 a ll (n dae IO'e / I1q . ~3 ~s, SBD-6398 (R. 05101}. l isconsin f~, Department of Commerce (~;'7 July 16, 2001 CUST ID No.691727 ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN SERVICE PO BOX 74 RIVER FALLS WI 54022 CONDITIONAL APPROVAL ~. ~' '~ ;~ ~~ o~ ~o ~ Safety and Buildings 401 PILOT CT STE C WAUKESHA WI 53188-2439 TDD #: (608) 264-8777 www. comme rce. state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Brenda J. Blanchard, Secretary ATTN: POWTS Inspector ZONING OFFICE /` ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 PLAN APPROVAL EXPIRES: 07/16/2003 Identification Numbers Transaction ID No. 661786 SITE: Site ID No. 633207 HARVEY HIELKEMA Flease refer o both identification numbers, 90TH AVE .above, in_a11 correspondence with the agency,: TOWN OF $ALDWIN, 54002 ST CROIX COUNTY SE1/4, SW1/4, 518, T29N, R16W FOR: DESCRIPTION: 600 GPD MOUND SYSEM. OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 802999 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: • 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 Waste Treatment Systems" SBD- 10691-P (N O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD-10706-P tN O1/01). • 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 mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • 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. 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 a ARTHUR L WEGERER page 2 7/16/01 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 azise 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. Si~ rely, FEE REQUIRED $ 175.00 I ~ FEE RECEIVED $ 175.00 / ~ ~ BALANCE DUE $ 0.00 T THOMAS J PERKINS5111 POWTS PLAN REVIEWER ,INTEGRATED SERVICES WiSMART code:`?633 (262)521-5064 , 7:30-4:00 TPERKINS@COMMERCE. STATE. WLUS cc: ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN isconsin Department of Commerce Safety and Buildings 401 PILOT CT STE C WAUKESHA WI 53188-2439 TDD #: (608) 2648777 www. comma rce. state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Brenda J. Blanchard, Secretary July 16, 2001 CUST ID No.691727 ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN SERVICE PO BOX 74 RIVER FALLS WI 54022 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL 01~' ~ `~ ~. PLAN APPROVAL EXPIRES: 07/16/20 ` ~"" ~~ Identification Numbers / C O \Transaction ID No. 661786 ` ~~ ` SITE: ,'-~ -~ , G ( \~ ' ite ID No, 633207 ~ ~~ ' HARVEY HIELKEMA ~ ~ ,,, ?~ Please refer to both dentification numbers, 90TH AVE . .;` ~~~ ~ ~~ above, in all correspondence with the agency. TOWN OF BALDWIN 54002 u ~ ~, ~ 5j N`~ ~G~ ST CROIX COUNTY ~ °~°. cs~~ SEI/4, SW1/4, S18, T29N, R16W ~~i'' -. ~ .-'~ "" FOR: o- ,~ ; ,.., , ~ .._-C `. /~_~_~ -. DESCRIPTION: 600 GPD MOUND SYSE OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 802999 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: • 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 Waste Treatment Systems" SBD- 10691-P (N O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD-10706-P (N O1/O1). • 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 mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located i~cq~ii~tce with the requirements of Sec. 145.135 and 145.19, Wis. Stats. ~~j' :: ~ w" ~~~~ • Inspection of the private sewage system installation is required. Arrang ron ~tll be made with the designated county official in accordance with the provisions o`f~ec. 14 .~ ~s/~ats. s ~'' ~j c A copy of the approved plans, specifications and this letter shall be on-site duru~~Bjiq'>'truction and open to inspection by authorized representatives of the Department, which may include local"inspectors. All permits ARTHUR L WEGERER Page 2 7/16/Ol ~, s '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. Asper 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. S~ rely, FEE REQUIRED $ 175.00 ~ FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 THOMAS J PERKINS POWTS PLAN REVIEWER ,INTEGRATED SERVICES ~V~SMART code:'7633 (262)521-5064 , 7:30-4:00 TPERKINS@COMMERCE. STATE. WLUS cc: ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN TITLE SHEET FOUND SYSTEM FOR Page ~ of -1 A ~ BEDROOr1 RESIDENCE - This plan has been prepared in accordance with the Mound Component Manual SBD-10691-P and the Pressure Distribution Manual SBD-10706-P (N.O1/O1) (N.O1/O1 )' LOCATED ICI THE S ~; 1 /4 OF THE SW 1 /4 OF SECTION 1 B , T Zq N, R 1 (~ [J, TOWi1 OF Q~LDW1N g~-, e« lX COUNTY, WISCONSIN. INDEx RECEIVED PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEPI I~IA~3AGEi~IENT PLAiv ,JUI_ 1 1 200 PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEti7-CROSS SECTION SAFE'(Y & BLDGS. DIV. PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUI•iPING CHA2IBER CROSS SECTION PAGE 7 of 7 PUMP PERFORI•fANCE CURVE PREPARED FOR __:i3~:pW1k). ~ h.l ~ S~OOZ_ PREPARED BY wEGE~ER SCI = L .TESTING AND . DES = GN SERV = CE P.0.. Box 74 421 Id.~fain St. River Falls, t•II 54022 Phone 715-425-0165 ~~°~ Fax 715-425-6864 ~§~~~j NM+.Ny • ARtFpJR l • . = V~EGEHEp CY6/3 ~ ~ISWOp7N • /r '~ V IGr~~ 3 -o • •a~~e~<o, 1 'oN . ~s of JoB o~F I-160 Mound System Management Plan page 2 of ~ Pursuant to Comm 83.54, Wis. Adm. Code - Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. 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 Leaned 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 filter 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, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. Ali switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution Svstem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched far frost protection. Influent quality into the mound system may not exceed 220 mg/L GODS, 150 mg/L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified iri 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. W hen a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occuned 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 additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [SBD-10572-P (R. 6/99)j arid local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service arid 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. Contingency 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 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 'rf toe leakage occurs or by removing biologically clogged adsorption and dspersal media, and related piping, and replaang said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning Office at 1.LS- 3$6-~,68~ SY: ~-R-UIX The system installer at The tank manufacturer at -~. ~S _ '68 ~f - z.z6 ~tJl1 _ 3ZS_8~[ 56 Imo] L~tsR The effluent filter manufacturer at SOO~ ~--~ ~ 5~~(.2. -Z.i°cc'A~. The pump manufacturer at . _ __~00 _ q.?,.~ _ I~1w1.P_ . .._ -ZU~t;I_~c___-- _-- -- _-- • PLOT PLAN Scale 1 "_ SID' ~~Ov~z. N1.~V,, L~ 2. 6 ~ $ol~r~ or- e.~..c.. ezc'v. io~t_SZ 101 3~ , S.z ~s- I ~o~ I ~I I ~ 3 °lo ~ - ~~ ~ ~ ~ I Q.. DO NOT C~1w1PRe-T B~3 a' I I ~ nrz. p ~ ~lv R..a ~ II ~ ~ I `Rt'e S RiZ~ , I i i~ i ~~i LS lpl 36~ ~`oF 4kP~,e o, ~ 80' c~~ Z" PV e F, v~ . ~ 1';c01ti1 ~ ~ 6 ~ k ' w~Ll. Page 3 of 7 ,~ J ti 0 G 1 D ~J _~ J a, .c~ f • ~ Approved Synthetic Covering ASTi`i C33 Medium Sand Topsail • _1~ E 3 i „ .3. % Slope ~. Distribution Cell oft Z" to 22" Aggregate ~ • .' Page `} Of _7 istribution Pipe ~~ .. F Ft ev. l0 . ~ ~ - - e . Force Main Flowed From Pump Layer CROSS SECTION OF A MOIIND SYSTEK Linear Loading. Rate= q.0 GPD/LN FT Design Loading Rate=o.3l GPD/SQ FT :e-Posfi-t-i~an bf-~ -~ • L a ~-- - ---- • A o--~--- X68---- --- w .--L_- ~ _---- - Distribution Pipe • D l•aZ Ft. EZ•19 Ft. F o.a Ft. G o. 5 Ft. A ~ ~ Ft. ~ N ~• O Ft. B 6 ~ Ft. I Z D Ft. J 9 Ft. ` K 1 Z Ft. L ~1 I Ft. W 3g Ft. -Observation Pipe -=-- K M__-- ~--------------____-~ Force Main -- -=---- ~ Z ~cctss Cell of ~" ~ to 2 2" aggregate Observation Pipe {aachcr secuzaly) ' ' - PLATT VIETr1 Or^ A MOTJND SYSTE~4 , Distribution Pipe Layout Page S of Place the holes at the bottom of the distribution pipes . at equal spacing. Remove all burrs from the pipe and holes. Extend the end of each lateral up with the use of long turn or 4~ ° fittin; to a point within six - inches of the final made. Terminate the ends of the laterals with a vaIve,:threaded cap or • threaded plug. Provide access from final grade for the valve, threaded cap or threaded plu;. T`-t P.1 C'(~ L . ~,Z.OS S . _5~~-~101y pvc FuC Latera( Manifold ~~ C ~ ~---Lateral p L~-N V \ ~ ---- - a- _ " p hrsu~FO~c S `- r~c~s -soX - -o o- __ ---0 PVC -=o~c~ rti~N i a-- ~~,, _ ~q P 3l. S Ft. ~ Nole Diameter ~~~ Inch - S 3 Ft. - ~ Lateral - " ~ 1 • InchEes) X 3 ~ Inches Manifold Z• Inches • - ~ Force Main " Z Inches - . ~ # of holes/pipe l l Invert Elevation of.Lateralsl~~•4ZFt. . r .. c. _ . u..lsP~-ou PIPE 'v/F~'LR~l62t~ '1-ftP F! N Lgl}© • G~rJE ALR IuT~tKE --i .. 6~.~w. i _, tLIOL~ ~ 18'nl>J. WLET . l 8 Approved joint ra/ PVC pipe Combination Sept3c~:Tank and • PLI~MP CHAMBER CROSS SECTIOtd AA10 SPECIFICATIOtJS ' PAGE 6 .OF _ .._ - ~- WEATHER PROOf •VEi.1T CAP ' JUWCTIOIJ 80X . N C.I. VEU7 PIPC ~ ~IPPROVED LOCKItJG '_lO ~ fROM OOOR. C\~"!"lA,1JHOLE DOVER Wl'Sl'I :ilA1DOW OR FRCSH ~ \ wAtttJ11JG Lt+~gEL.. ., ~}-800 LLEY. QZ`$3F'L ~~: 9.2.. ~o o~ ~ CDUDutT ~ I ~ I I • ~-- . ~ \~ ~`~; f ~ ~ ~ PROViOE I ~7"AtRTIGNT SEAL I _. A I 6 II• C . I PUKP -~ '-~ . D COAJCRETE cLocx ~r'r+lu. I ~ 18' /"I11J. `~ !~ ~I Approved ~I joint w/ OIJ ALARM PDC pipe OFF ~- RISER EXIT PERMITTED OI.1Ly IF TAlJK MAUUFACTURER HAS SUCH APPROVAL~3NAPPRot~p BF001N4 SEPTIC F ~ SPECIFICATIOtJS ooss= ' T~.1.1~C MAUUFACTURCR: wl.~~~ Cn~.IC~~~ IJUMBEA OF DOSES: S'7 PER DAB TA1JiC :,IZC: X280 X800 GALLOAIS DOSE VOLUME r • ALARM MAUUFACTUKCR: S 5-~~Y1L0 S'lST~1S IAICLUOtU6 6AGKFLOW: ~Z-3•~- (,ALLOht: MODEL -JUMSER: X01 ~w. CAPALITIES: A= Z O INCHES OR ~'llZ-.OGALLO~IS SWITCH T~PC: ~~~Q'7 Z IUCHES'OR L~~' Z G(-LLOfSS 8= PUMP MAIJUFACTURCR: ~~-~-~Z ~~ C: ~ WCHES OR 123'bGl-LLO-.!5 MODEL IJUMBER: 1 ~, •' ~ 0= L0 INCHES OR ~6'~GALLOlJS SWITCH TYPE: __ ~~~~ ! IJOTE: PU11P AUD ALARM R T 6~E~ $ MIAIIMUM DISCHARGE RATE ~-~.o~ t;pM INSTALLED OIJ SEfP~ARATE CIRCUITS VERTICAL DtFFEitENCS DETWCEfJ PUMP OFF AUD..D157R16UTIOU PIPE.. ~'~U~ FEET ~~~J~ ~- hSll.tIMUM AIETWORK SUPPLY PRESSURE . , . ~ , 6-Sy FEET (S.px 1.3~ FEET OF FORCE MARS X ~' ~~- F j l- 30 goo FLFRICTIOU FAL7oR.. FEET TOTAL Oy1JAMIC NE:AD As per >~anufacturer Zp. Vo gal/in. 1.4, g~ FEET Liquid depth 3Y~ ~' . , w W ~ s ~ z3 = 6- a T ~ 4- a `o 2- o U.S. GALLONS 10 20 LITERS 80 40~ 50 60 I 70 160 2a0 FLOW PER MINUTE MODELS 137/139 Ft. Meters dal. Ltrs. 5 1.52 93 352 10 3.05 79 299 15 4.57 64 242 20 6.10 36 136 25 7.62 8 30 30 9.14 - - Lodc Valve: 26 fl. ~ 90 100 ~ 110 320 a00 009921 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Three phase pumps are available in 200/208V, 230V or 460V. • Electrical alternators, for duplex systems, are available and supplied with an alarm. _ • Mechanical alternators, for duplex systems, are available with or without afarrn switches. • Combination starters are available for 3 phase pumps. • Control alarm systems are available for 1 phase pumps: 137 Series - 47 Ihs 13Q Carioc . 5t the Sin k Seal Control Selection Listin York/ Volts-Ph Mode Amps Simplex Duplex CSA UL M137/139 115 1 AWO 10.7 1 or 1 8 8 - Y Y N137/139 115. 1 Non 10.7 2or287 3or586 Y Y BN137 115 1 Auto 10.7 Y Y D137/139 .230 1 Auto 5.8 1 or 1 8 8 Y Y. E137H39 230 1 Nan 5.8 2 or 2 8 7 3 or 5 8 6 Y Y ' Ht37/139 200.206 1 Auto 6.2 188 Y N ' 1137/139 200-208 1 Nan 6.2 2 8 7 3 or 5 8 6 Y N ' J137/139 200.208 3 Non 2.6 2 8 4 384 or 586 Y Y ' F137/139 230 3 Non 2.6 2 8 4 384 or 586 Y Y ' 6137 460 3 Non 1.4 2 8 4 384 or 586 N N ' 6139 460 3 Non 1.4 2 8 4 384 or 586 N N ' No molded plug "Single piggyback switch inducted. Pumps must be operated in upright position. SK373 • Variable level control switches are available for controlling single and three phase systems. • Double piggyback variable level float switches are available for variable level long cycle controls. • Over 130°F. (54°C.) special quotation required. • Refer to FM0806 for 200° F. applications. PPrGC ~ a= 7 13/16 ~ i 7/16 I+ ~ 6 t/8 +-~ o I _- 0 0 4 13/16 ~- ~ _ _j 0 1 1/2' - 11 1/2 NPT SELECTION GUIDE 1. Integral float operated 2 pole mechanical switch, no external control required. 2. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0447. 3. Mechanical alternator M-Pak 10-0072 or 10-0075. Refer to FM0495 4. Combination Starter. Refer to FM0514. 5. See FM0712 for correct model of Electrical Alternator E-Pak. 6. Variable level control switch 10-0225 used as a control activator, specify duplex (3) or (4) float system. 7. Four(4)hofeJ-Pak,junctionbox,forwatertightconnecflonforhardwiredsimplex operation, 10-0002. 8. Two (2) hole J-Pak, for Watertight hardwired Pconnection or splice,10-0003. CAUTION Three phase units require a control switdl to operate an external magnetic or combination starter. All installation of controls, protection devices and wiring should be done by For intomration an additlanal Zoe&er products refer to catalog an. Comt>inabon starter, FM0514; a qualified licensed electrician. All electrical and safety codes should be PiggybadkVariabkLevelFbatSwitches,FM0477:EIectricalAltemator,f-M0486;MechanicalAltema- foAowed including the most recent National Electric Code (NEC) and the tor, FM0495; Alarm Package, FMO'/32; and Sump/Sewage Basins, FM0487. Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every.Zoeller pump. ~I- ~ WUL T0: P.O. BOX 16347 Lordsvrlle,KY 40256-0347 Manuladureaof.. SflIPTO: 3649Cane Run Road _ ~~® ~~~, ~ Louisvi~e,XY4o2rr-lssr Qv.aurrPu~oeS.vcE/9~9 PUMP !O. (`~) 778-2731 f (800)928 PUMP FAX(502) 774-3624 .AD CAPACITY CUR11 MODELS 137/139 ~ 137,139 -~ , Wisconsin Department of Commerce SOIL EVALUATION REPORT Page ~ -of 3 Division of Safety and Buildings to accoroance w¢n Comm tsa, vvis. Ham. ~.ooe County st i i Pl 1 h St. CrOlX an mu es n s ze. inc Attach complete site plan on paper not less than 8 1/2 x 1 include, but not limited to: vertical and horizontal referertce-{toint (BM), direction and parcel LD. percent slope, scale or dimensions, norttyarrow, and'location a`Pt~ distance to nearest road. dln Please !nt`~H infgrmation. '~. P!! ., R viewed by Date Personal inforrnation you provide may eus~ for c , nt~ ses (Privacy w, s. 15.04 (1) (m)). ~. ~'A,'0 1 ~1~"~ Property Owner - ~ Property Location _ ~ »r,~:l Harvey Hielkema ~ ~ 4~u ~- Govt. Lot SE 1/4 sy.] 1/4 S 18 T 29 N R 16 6X(or) W Property Owner's Mailing Address "' t x. ~ ,. ~~ ;:, x- ,-" Lot # Block # Subd. Name or CSM# 540 Stunmit Cir. ' ~;~~"~Ty ~ ~ 2 na csm City State Zip `CodQ ., PhpR~,~ , er , ' .,, ~ ~ ^ City ^ Village ®Town Nearest Road '..... L." ~ Baldwin ~ WI 5400" : (~7~.5._,~- 684~$850`~ Baldwin 90th. Ave. New Construction Use: ~ Residential / Num6etofb+sd`rooms 4 Code derived design flow rate `~!~p=~_~ ~-GPD ^ Replacement ^ Public or commeraal -Describe: 1 Parent material C,{1 aci al ri ft Flood Plain elevation if applicable . `` ~ ~ ~ ft• General comments ~'~y/r _~r~~CCIVE{~ v/-, ,\ and recommendations: ~ :.~? ; L LI ~_~W~ D~>/ , ~ 20U ~~; r mound @ el. 104.52' , based on contour line of el. 102.60' ! ;",''., s-r ~p ~ .c. ~,~,,, - , 1 Boring # ^ Boring ~~' `, ~On11NG OFFICE ~ ,~ '~, ® pit Ground surtace elev. 1 O2.6 ft. Depth to limiting factor l!'~~'• ;. li tion Rate H i D th t Color D i tion Redox Descri Texture Structure Consistence Boun ' Rdot' ~ P D/ft' or zon ep in. om nan Munsell p Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 1 0-7 10yr3/3 none sicl 2msbk 2 7-13 10yr5/4 none scl 2msbk mfr 3 13-38 10yr5/4 c2d 7.5yr5/8 cl 2csbk mfr __----- 2 Boring # ~ Boring ~ Pit Ground surtace elev. 1 O3.1 ft. Depth to limiting factor _~_ in. Soil lication Rate Horizon De th Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fF p in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 1 0-7 10yr3/3 none sicl 2 1f .4 .6 2 7-18 10yr5/4 none scl 2msbk mf 3 X26 10yr5/4 c2d 7.5yr5/8 scl 2msbk mf 4 26-40 10yr5/4 c2p 7.5yr5/8 cl M na 'Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L iuem ~z = a u ~ ov mgn_ anu ~ ~~ ~ ~~ ~~~y,~ CST Name (Please Print) Signature (// • CST Number Gar L. Steel O~" 02298 Address Date Evaluation nducted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 11-28-2000 715-246-6200 e Property Owner Harvey Hielkema parcel ID # pending Page 2 of 3 3 Boring # ^ Boring [~ pit Ground surface elev. 101 .6 ft. Depth to limiting factor ~- in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fF in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Etf#2 1 0-8 10 3 n n 1f .4 .6 2 8-17 10yr5/4 none scl 2msbk mfr 1f ,4 6 3 17-45 10 5 4 c2 7 5 5 8 ^ ~~g # ^ Boring ^ pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ff= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ^ Boring # ^ Boring ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon th De Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/ft' p in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 'Effluent #1 = BODS > 30 < 720 mglL and TSS >30 < 150 mg/L 'Effluent #2 = BODS < 30 mg/L and TSS < 30 mglL 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 (86/00) -, ' ' ' ' ~ STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. Harvey Hielkema CSTM2298 , , New Richmond, WI 54017 MPRSIN-3254 SEgSWg S18-T29N-R16w (715) 246-6200 town. of BAldwin lot #2-csm 'this sail e~vaiuation was can~eted to satisfy a zoning r cement, it may or may not bg suitable for your use. The location of t2~e test y or may not be as Shawn as pernianent lot lines wPxe not established at the time he test was conducted. '~1 "=40' ~ -top of 1" pvc pipe @ el. 100.00' `' Alt. L3i'~1.= top oft" pvc pi @ el. 98.70' ~~~ ~~ ~~ ,~~ i .~ _. _ ~ ~ ,~ a s ~ ~~ ~ ~},2- b `~ v ~~r ~~ ~°~ 0 ` ~ 1~ ~l ~dt ~I~ ~/J~~I~ ~i~J;~L~ '-"F~ ! (~' II G^^ ~~~ ~ ~~~ ~~- Gary L.Steel -^~ ~'~~ 11-28-2000 ~~JU~ . - ~l $T CROIX t..V Vi7 s ~' SEPTIC TANK r,~AINTBNANCE AC;rREEMENT . AND OW/I~tER,,SHI/P/CERTiFIGATiOI~ FORM i~wner/Suyer ~~ ~" /2 !/ 1 t r ~ ~ / C ~e. ~ ~ Mailing Address Property Address U {~'crification required ~h Planning Department for new ~~ CitylState ~4 l C `'- ` ~`z ~ ` Pazcel Identification Number ~~ U 'Z - ~ ~ ~ ~ ` ~ ~ I,EGAi, DESCRiP1'IUIti f , _ _ ~ ~~ C4~~c~ Property Location ~ _L `/<, 5~~~ `/•, Sec. ~, T 's t N_g, l G W, Tov~m of Lot # ~ttl'X~iYtSiaII Certified Surrey Map # _ . Votumtd ,Page # - ~~ ~ Warranty Deed # ~ ~ ~~ ~ . Voltune ~.. ' -~-3 Page #{ Spec house ^ yes ^ no Lat lines identifiable ^ yes ^ no SYSTEM MA.fN`t'ENANCE improper use and maintenanceoEyour septic system could result in its premature :ailurz io handle wastes. Prapermalateaanee consists of pumping out the septic tack every three Years or sooner, if needed oral s ~stycm. pum~r. tYh3t you. put into the system eau affect the function of the septic tank as a treatment stage in the waste lisp } The pmpcrty owner agrees to submit to St. Croix Zoning Department a certificatiau form, signed by the owner and by a lumber, restriotedplumber or s licensed pumper verifying that ~=) ~~ art-site wastewaterdisposal system tauasttrplumber, journcYmar-F ~ in propCr opezattrag cvndihon and/or (2~ a$et raspactioa and pumping {if necessary}, the septic tank is less than I t3 full of s u e. sal tam with the standards tb..e undersigned have read the above requirements and agree to maintain ttse pavate sewage dispo ~ caftan Ilwe, set forth, herein, as set by the Department of Commerce and the Department of Natural Resources. State of ~~ ~~ thin 3d stating that your septic system has been maintained mus t be completed and returned to flit St. Croix County days of the three year ex iratioa date. ~ ~ DATE SIGNA. OF APPLICANT Q'(1[TNF+,R CERTIFICAT CIS otu e,,, owledge. I (wr) an (ace} the owner(s) of I (vre} certify that all statements on this form are toe to t,'re best of my ( } ~-" the property described above, by virtue of a warranty deed recorded in Register of Deeds t}fficc. ~ -- ~ -- _.,...-.,...-.- DATE OF APPLICANT SIGNA. srtment ***`"`* Any infom'-atian that is triis-represented may result in the sanitary permit being revoked by the Zoning Dap «~~««* •e Include `S-ith this Applieatit-u: $ p~f drwa~nrt fed stirvcy znaptf~rcfere~ Dls made. inotlie evsrranty deed , , ~~~~.1576Pat_1?8 George B. Wavers and Helsn A. Wavers, husband and wife, conveys and warrants to Harvey N. Hielkema and Suzanne H. Hielkema, husband and wife, holding as survivorship marital property, the following described real estate in St. Croix County, State of Wisconsin: 'George B. Wavers ~J ~ ryy CZ l~ s?.~I~/~. 'H~len A. Wavers Name and Return THOMAS A. McCORMACK Attorney at Law 1020 10~'' Ave. PO Box 2120 Baldwin, WI 54002 002-1041-50; (Parcel Identification Number) See Exhibit A attached hereto and made a part hereof. Subject to an easement for ingress and egress over and across East 33 feet of the above-described premises in favor of the owner of Northwest Quarter of the Southwest Quarter (NW Y, of SW'/.) of said Section Eighteen (18), Township Twenty-nine (29) North, Range Sixteen (16) West. This deed is given in partial satisfaction of a Land Contract between the parties of even date. Exception to warranties: all easements and restrictions of record. This is not homestead property. Dated this ~ day of cc , 200 AUTHENTICATION Signature(s)~~-w~~.,t, f3 L[lr ~4u~4 a , we11~:! S authenticated/this- day or - a ~ , ,].tt71~ ~/ - - signature type or print Hama TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by §708.06, Wis. Stets.) THIS INSTRUMENT WAS DRAFTED BY Thomas A. McCormack Baldwin, WI 54002 Es~6879 Y.ATHLFEN H. WALSH REGISTER OF DEEDS ST. CROIX CO,, WI RECEIVED FOR RECORD O1-16-001 10:40 Atl WNRRAN?Y DEED EXEtIPT Y 17 CERT COPY FEE: CDPY FEE: TRANSFEk FEE: RECORDING FEE: 12.00 PROES: 2 ACKNOWLEDGMENT STATE OF WISCONSIN ST. CROIX COUNTY Personally came before me this _ day of 2001 the above Hamad George B. Wavers and Helen A~ Wavers, to me known to be the person(s) who executed the foregoing instrument and acknowledge the same. signature type or print name Notary Public St. Croix County, Wisconsin. My commission is permanent. (If not, state expiration date: , ) 'Names or persons signing in any capacity should be typed or printed below their signatures. Inbima[bn ProfeaLOnas Company Fontl tlu Lx, W~uonsm 800•B55•Z(Yl~ Tv ~~~.1576P~~,~ 139 EXHIBIT A the S'/z of SW Fractional'/, EXCEPT a parcel of land in the SW corner thereof described as follows: Beginning at tha SW corner of said SW '/, of SW Frac. '/. at the intersection of the Highway running North and South between the Towns of Hammond and Baldwin, and the Highway running East and West between Sections 18 and 19, thence East 8 rods, thence North 6 rods, thence West 8 rods, thence South 6 rods to the point of beginning and EXCEPT Part to Richard Allen VanSomeren and Carol VanSomeren in Vol. 417, Page 67 and in Vol. 1307, Page 429, and EXCEPT Certified Survey Map in Vol. 3, Page 634, and EXCEPT Part to Gregory A. V~evers and Susan J. Wevers in Vol. 867, Page 225. And EXCEPT Certified Survey Map in Vol. 14, Page 4012. All in Section 18-29-16. ~w~ I a~ ~~o ~4p ~ I (~~B U~ ~ow•r/ 08/17!2001 @7:17 7156845255 ~ STANGS PLUMBING ELEC PAGE 01 f y:.' ~. . s.:..: August 17, ZU01 ;:~"`~~~:: `, . Atten. itod a• >.~ ~ ` ~ ~ • I,a. ~Ce:fe~ez~ce to ~arvey~ "t~•~'~• •~~c+~`:~b~E~'•~'`~';~i~;.'`.;~a; S~•8; T~9l~T.. ~~6W.'~'awtialiip ol•$~dWiat orgy 90'x; ~v~+:..~'•Lw1:~'a.~~"=s:~~°~`:, '•' • ~..':':. '•.' ..~. •~.~: ` ~ ' Im, xegat'da tlae tivat ,~. ;~''•:, '.i~tid; q<~ie•$:t above•high vr-ater•~ • markings, 240 feet e:ii .~,! a • ~tF,:: '*~• <r: . e:.LcF ~ Zx• ••, , Sims ely, •~ :;~,;~~,,~ .. `~~ ' .. .. • • . , ' . ~.y~. r~: ' is ~. ~ = ~Yk 1}"• ... . ~ Vt • .~ Joe Stang • ' :~~~:~° ,•~~; . e ~;: Stang'sPlu~bi~.g.•&~~ler~~`~~`~, ;:° . :." .:;,"'?fir .; ~ .. ~ ~ • • •~. f~ ..5,,~~, ,• , ~ ;• ... 0811712001 07:15 7156845255 . + "~; ;r Asti . •;} ~'f~~9i .,' l.1}''f'y ~~*1 .. ` ~.'} i ern y ~~a ~~ e`' •Y~' '~.A ~A ~~ .4'•';.~ ~ ';i~t;Y . ~ ~u'; ' ~ ~ .' i • :'~ • : F .. „ ..,~.~ ~,. ,w ~~r:,~ ~~~:.~~~ ',~tfPhLOfI' . ~~ - -, Phone n~•ribe[' ~-= ..Fax nu~11)~ ... .;.~ ; ., ~,.,. ~ .h ~,;N;~ '',. ~I~k3~' r. .k~ A.~ " Messagc~~ ~ .`~.~ ~ ., Y"' ~ x °.° ~: .'~ • ~'ta w;,,,,~ • ~ ;t; n ., q;`k~ . ~ rrj) • ~ .. ~.~~ .~~7 . ~ : ~'q ' ~ ~ .'nY %'~ ~i ' ~ ~ is ~P ~,'~ .'•ts~ 'h;." ' :.~~~ ~.x.'. ,~y :. .. .""a ' ~ '',.7 . ~ wr,. • 5 ,_~ "A•,± . ty • ..'.C' r; ~~~ . ;~';>:f jtii ~'~r!' ~:1+ • .1+~~~: ~~.~ .' •> ,',P4 .i Y`.r , STANGS PLUMBING ELEC ..,~, ;. ~.~ ' '<•'' ~~~ :~:Y~¢[g~~: PAGE 01 Rod Eslinger From: Pete Kling Sent: Monday, August 06, 2001 12:28 PM To: Rod Eslinger Subject: RE: Watershed Delineation Rod, The watershed is 210 acres in size. A bit small than I thought, but maybe that's why my pictures show less water than we all anticipated. Call with additional questions. I'll be in Hudson this afternoon. Pete -----Original Message----- From: Rod Eslinger Sent: Monday, August 06, 2001 12:48 PM To: Pete Kling Subject: RE: Watershed Delineation Thanks Rod Eslinger Zoning Specialist Zoning Department 1101 Carmichael Road Hudson, WI 54016 Phone: (715) 386-4680 Fax: (715) 386-4686 mailto:rode(a~co.saint-croix.wi.us -----Original Message----- "Fi~om:° Pete Kling Sent: Monday, August 06, 2001 11:38 AM To: Rod Eslinger Subject: Watershed Delineation Rod, I'll delineate the Hilkema watershed today and get back to you. Pete Judy Olson Subject: Stang/Hielkema 395231 mound Location: Baldwin Start: Wed 11 /6/02 9:00 AM End: Wed 11/6/02 10:00 AM Recurrence: (none) Pam SE SE 2122 90th Avenue PIA RhA - 1 ~ r ~ 4~~ ~ „ ~Y .. °. ~,.~ BpA ~ " { 8pa~, ~ ~~Y :., ~ : I a~i VaB Y.,, ~;' ~ F, ,~ VaB ,~ ,~ :~. SIA t;; F ',,~ a ,~ ~, g' X ,~ ~ :~ ~ ~ ~. ~~ - JsA ~ ~ FoB ~ .~` `, '~,~ . ~>, ~, ~ ~:~. ~JsB - •- ~, I Harvey Hielkema 300 0 300 600 Feet Section 18, T29N, R16W Town of Baldwin N ~~56 ~~~ Self l ~~~ ~ ~ Z Z~-~~- ,- 6,~k saute ww~ ~~n /mn~d",,.;. a„~' uo~,,,~ l Hiefkema Part of the South 1/2 of the Southwest Fractional 1/4 of Section 18, Township 29 North, Range 16 West, Town of Baldwin, St Croix County, Wisconsin. LEGEND: ~ Indicates 1"x 24"iron pipe weighing 9.13/bs.Ain. 19. set. ~ Indicates fence. o indicates soil boring for proposed septic system. Owner's Address: NORTN //4 CORNER SEC T/ON /8, T29N, 54O S t C I R/6W /BERNTSEN Nq/L f0//ND/ W x 0 Wm 2 ~ Z 0 ~ ~ a ~ 3 aW= hah M ~ O ti ~ 0 m t~i~ ~ 2 O ~ ~ V , H ~ ~ Q v r. 3 2 t~ b W _ ~ 0 ~ Z a ~oH Q h ~ t 0 b W ~ j q O N ~ ~ ~ m 2 2 ~ J ~ Q h W W A~ h m Ao 772.?/' Z1 A' m n r 3 P. 484 ACRES /08, /89 S0. fT. <^. 328 ACRES EXCLUO/NG ROgO R/GNT OF Wq Y /O/, 4// SO. FT. o$ d r n„ O Oq0 SETBACK L/NE -- _---_~-----_--_-_-- O' ~_ _ 394.80 A 424.'J6' b ~~ ~ 90TH AVENUE G/ *, ss' ~ `° ~" N 88.47.45"W /386, 77'-+~-~ UNPLA TIED LANDS ~N~ B:~ O rHERS SCALE / " = / 00' D 2?' 30' f00' 200' 300' SHEET 7 OF 2 umm~ lrc e Baldwin, W/ 54002 UNPLA TIED LANDS 9 a~ mss, /O/./3' /90.00' '~A 6•,,\ % ~~ ~s~LOT3 LOT4 O 8. /93 ACRES ~ /39, 094" SO, fT. O ~' 2.866 ACRES EXCLUO/N6 ~/ ~h ROAD.R/GNT.OF.WgY V ~e/ ~'~ / /24, B?7 SO. FT. Q/ !/ Q~ ~ f a ~~~ a~ ~ o 0 e 2s' A j d ~ p '` Qv o~( ~ ~ 3 W ~ h o J~/ P" ~ N~JS~ a ~~ WA TERCOf/RSE EASEMENT ~ O _ Z /89.98' J h ~I ~I ~I ~ ~I ~Q o ~{ a J p ~ O h ~I 2 H A 0 ` O ~ O W ~ h Q Z i ~ W h v : .~ ~. m /8J.00' S L/NE SW FR.1C7/ONAL //4 h~ ~0 ~. _~ M1A A ~ ~S,,Fr `g@y / ?gyp/ /O ~~p~ 55~ ~~ Certified Survey Map Harvey and Suzanne Hielkema Part of the South 1/2 of the Southwest Fractional 1/4 of Section 18, Township 29 North, Range 16 West, Town of Baldwin, St. Croix County, Wisconsin. Description: That certain parcel of land located in the South 1/2 of the Southwest Fractional 1/4 of Section 18, Township 29 North, Range 16 West, Town of Baldwin, St. Croix County, Wisconsin, more fully described as follows; Commencing at the South 1/4 comer of said Section 18, the POINT OF BEGINNING, of the parcel to be herein described; thence N 88° 47'45"W (assumed bearing on the South line of the Southwest Frecfiona~ 1/4 of said Section 18) a distance of 614.56; thence N 40°41'28"E 242.51; thence N 17 03'42"E 130.06; thence N 16 07'15"E 174.09; thence N 36°31'54"E 108.99; thence S 88°47'45"E 291.13; thence S 01°23'40"E 570.00' on the North/South 1/4 line of said Section 18, to the POINT OF BEGINNING, containing 5.677 acres or 247, 283 square feet, being subject to easement over Southerly portions of said parcel for town road purposes as shown on this map and also being subject to easements of recorcl. Note: Each parcel shown on this map is subject to State, County and Township laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel contact the St. Croix County Zoning Office and the appropriate Town Board for advice. NOTE REGARDING NOSE LEVELS "The lots in this land division may experience noise levels exceeding the levels in S. Trans. 405.04, Table 1. These levels are based on federal standards. Owners of these lots are responsible for abating noise sufficient to protect this lot. " State of Wisconsin) County of Pierce) 1, Laurence W. Murphy, Registered Land Surveyor, do hereby certify that by direction of the Owners, Harvey and Suzanne Hielkema, I have surveyed and divided the lands shown hereon in accordance with official reconJs, Chapter 236.34 of the Wisconsin Statutes and the Ordinances of St. Croix County and that this map and description are a true and correct representation thereof This instrument drafted by Laurence W. Murphy Dated.' December 7, 2000. l~ SHEET 2 OF 2 Y ~. ~ =s v ~ ~ FT~~ 92°2 ° ' I UNITED STATE DEPARTMENT OF THE GEOLOGICAL SUR CLEAR LAKE 2 Ml. 2'30" ~ na/ ro wls e4 : s50aoom.E. S INTERIOR VEY s51 - - 52 0' 45 00 ~ 0 '//93 • ~ - ~ 17 Ruth Rtiv~r ~ ja , 1 A A ~ ~ _. ___ ~. i //74 , ~ ~ ~, ~~ ~ ~ ~ ~ ~ f.hrislian Refor~ed ' ~ ~ I ~ _ , ( .. ~/ ~ ~ ufS ~ ae82ooom.N ~~ _ V2zG - i/97 . ~ ~ ~ ~ - ~ ~ ~ , ~~ ~ ~~ ~~ ~~ ~ -- o / /27 _~ -_ ,~ 19 ~ ~: ~~ ~ .. t. _ ~ ... , ~~ ,~, 2Q a ~ __ ~--, . o --_. , /229 - a ---- ------ _--~~' ~ \ i.l i / C ~, / A ,. ~, ~ \ ~ ~ ' / n - O Z __ t/ ~ ~~ ~ ~ ... ~ ~ -,: u ~ 2 2 ~ ~ __. ~ ~ , ~ 1 E -~ . //6~6 `. _~~: ~ • - ~ ' ~ ~i ~ a ,~; _~ ~ ~ ,222 - ~- /~/o ~ a - ' ~ ~ ~, / _ , 227 _ - ~° -~ ~ _ ,, ~ I _ - ~ __ ,~~~ 0 ~~ i -- 4980 ~ / / PacK ~ '~{'f il / ?, ~ ~.. ra er '- ~' ....... ~ I . . . a . ~...... .. ...k.....~. a //55 /2/6 ~ ~~ ~ ~ _~ <J .+ c -- 7 _7 ~1~ CAS ~ '~ 0 I I~I~~I °° 17 , ~ / i i. I • - ~. .. .: ~~~ `'°` in B dw , ~. v - . .. `• ~~~' ae79 DD = i ~ ~ ,~ ~ ~.-. ~ `v~ - - - ~ • -; .r-- ~- --- -. .. , _~-- -_ -- //63 l , //60 . o~ ~ , ~ ~ ~ ~ . 57'30' ~ ~ _ ~ \ ~ -_ I ~ ~~~, 31 ~ - -%`~ 32 4978 ~~ Baldwin - -- --~Cem "~ //69 ~a o ~\ i f~2~ (. • i //57 ---- -- =~ ~ ~ ... - i ~ _.... h , - , _ i , , ~ _-- „„ _ -s, - _ - ,~, D m D °D Z r O v -1 f _ z Z n r C v m q. .~ ~~ /~ ~u~~ ~,~ = DEPARTMENT OF HOUSING ANO URBAN DEVELOPMENT ~ Federal Imurance Administration ST. CROIX CO., WI w (UNINC AREAS) 0 ~~ U.S. Rt. 63 I~~ APPROXIMATE SCALE 2000 0 2000 4000 6000 F E E7 ---_ -~:~`_-_l FLOOD HAZARD BOUNDARY MAP H - 3o MAP REVISED FLOOD INSURANCE RATE MAP I - 3o MARCH 26, ,976 n ~n ~, D , ~tt~; ~' S p~ i 4 2002 t -~ .6695 35 w.„,~ tl- M.;N ~..._ ] 5 Y.:N ~'b Y:.:i~ Yr: 42 4 8 N.ATHC~~i~' H. WALSH ........__........ REGISTER OF DEEDS ST. CROIX CO. WI RECEIVED FOk RECaRD 41-28-2002 2:04 PM ~"'""-~ COPY FEE: 3.00 RECORDING FEE: 13.00 Certified Survey Map Harvey and Suzanna Hie/kema Part of the South 1/2 of the Southwest Fractional 1/4 of Section 18, Township 29 North, Range 16 West, Town of Baldwin, St. Croix County, Wisconsin. LEGEND: O Indicates 1 "x 24"iron pipe weighing 1.131bs./lin. ft. set. ~--~ Indicates fence. o indicates soil boring for proposed septic system. D.o.T. Appmvai No. 55-~i3-3328-2001 W x 0 z0 ~ Z 0 x~ ~~ ~ ~ 3 H h n r A O q a o v ~ o ~ WIZ ~o~ ti 2 ¢ h h ~ Z y b W m ti Z v O h Q 4f 1. Q ; 0 3 2 b ~ e~ ~ O N ~ ~ Z J 2 ~` J ~ Q h W Owner's Address: NORTH //4 CORNER SECT/ON/B, T29N, 540 SUmmlt CIrCIe R/6W /BERNTSEN NA/L FOUNOI Baldwin, WI 54002 UNPL A TTED LANDS 9 OWN y 009 5~~.,,r`~TT29 /. /3 ' .~\ ~~~/O/. /3' /90.0 .00. / ,~\ / ,~0• / O ~/ Q, ~e v ~i / /Q Q ~~ ~~ 0l o Q/~~0~ Qv o~~ ~ M J~ O~ ~ / 3: /93 ACRES ~ /39 094 SO FT ~~J~LOT3 0 2.866 ACRES EXCLUD/NG h ROAD R/GNT OF WAY ~^ / /24, B17 SO. FT. 0 ~ ~ 0 O O WA TERCOURSf EASEMENT ~/ l ~~ \~a~ ~ b\ ~\~ ROgO SETBACK L/NE °`~ - j~ ary ------ ""t( ~+ ,,/C ~ 0~p/ ~ - - - - ~ O 2 Z0 \90v~ b W p\ \P % \ti /00' H m a0 ~~pQ •\1 ~ 53 ~0. ~ SBB•SB'/9"E SB4.7B' h 394.80' Z A0. 4?4.36' b ;_ ..tt _ 90TH AVENUE s'4•ss' ;~ -~' N BB • 47.43"W /386. T7'--.--- UNPLATTED LANDS ,.) ~~P~~ ~ H ~OO~' Qw/V~ gY OTHERS ~~ed: Dec~r~er 7, 2000. ,~,; , ,,;;~ ,~ ~u,. ~ t~u,~'13evised this 13th day of October 2001." rr,a uiut v~~ici SCALE / "= /00' O ?S' S0' /00' ?00' 300' LOT4 og 0 O r h~ h P. 4B4 ACRES /OB, /B9 SO. FT. 2.3?B ACRES EXCLUD/NG ROAD R/GNT OF WAY /O/, 4/ / SO. FT. 0 0 ti ~ h 3 h o a ~ N ~ ~' i, ~ ~~~. r 3 0 Vim. _! f~ ~ ~ - -~-ry--- ..~------ ~ ~ '~~ /B9. 9B' /90, 00' J h ~'I ~z ~, W~I~ ~- o~ ~~ M Q ~ 3 o ~ o h ~~ i A ti 2 ~ ~~ O V ~ H ~ ~ ? W 2 Q W O h V ~ Z ~ W ~ m S L/NE SW FRgCT/ONgL //4 SHEET 1 OF 2 Vol . 7 5 Page 4248 s