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Home My WebLink About014-1020-40-100cn ~ T. ~ Z S d < w O OD ~ .3- a ~ ~ y ~_ ~ ~ ~ ~ ~ N - 7 Q C ~ ~ lD 3 ~ Cn Z D m ca D ~' ~ ~ a W c c .y i O N N z W v c ~ a ~ 3 W m O 7 L N a z 0 n~i O p' S ~ ~ CD C W CD a ~ Z CD O_ ~ _i n N O~ D n a o' v Z 0 m O m to O o g O° ~ ~~~~3vn o d c d o ~ ~ ~ ~ m a ~ ~ ~~ d ~ ~ „ ~ - 3 _ ~ `~ r: o N ~I O ~ ~ ~ ~ N ~ ~ A ~ '~ -+ N -1 ~ o o ~ o i f w o ~, ~ fD ~ ~ .~ I ~ ~ O 3 N ~ I O O N H i w C ~ !D ~' ~ a ~ N ' rn ~ o CNi c0 N ', O_ N N? I y O, C to ' 3 ~ m .. ~ OOO' °: gg n N d e ~ D vvv,~' ~ y 7C 01 ~ ~_ ~ ~ ~ .~i y ~ A N ~ p II O .. o D D o f c a ~ ~ a ~ °o "' ~! Z (D W T C 3 a ~ ~- ""~ A Z n ~ ~ .- A ~ 3 ~ ~ O m , ~ Z A ~ Z ~ m ~ ! p d e~ :~. FPM O O ~1 ~• 0 ~• v ~ O ~• H A A O~ 1 R A I ti O, N O O A ti O 6q O to ~ ~ ~ ti isconsin Department of Commerce Scott McCallum, Governor Philip Edw. Albert, Secretary March 12, 2002 CUST ID No.267341 ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN SERVICE PO BOX 74 RIVER FALLS WI 54022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/12/2004 SITE: Robert & Rachel Zimmer 290TH St Town of Forest St Croix County NE1/4, SE1/4, S9, T31N, R15W FOR: Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.state.wi. us/sb www.wisconsin.gov RECEIVED MAR 1 4 2002 ST. CROIX COUNTY ZONING OFFICE t Numbers i Transaction ID No. 717715 Site ID No. 641935 Please refer to both identification numbers, above.. in all corresnondence.with the.aeencv. Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 832135 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10706-P (N.O1/O1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Per manual sited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area..chs. NR 811 & 812c • 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. Stat • Comm 83.22(7) A copy of he 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. A7TN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPI. 1101 CARMICHAEL RD HUDSON WI 54016 ARTHUR L WEGERER Page 2 3/12/02 Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/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. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, i ,~ ~ / - ~ ~` ~ Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce.state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 763'3 Wisconsit;}Department of Commerc;~• PRIVATE SEWAGE SYSTEM 5efety antJ Building Division i INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village x Township Zimmer, Robert & Rachel Forest Townshi CST BM Elev: Insp. BM Elev: BM Description: 1cx~y~t or~.~ 1« ,~~~~ csi grw~ 1 TANK INFORMATION TYPE MANUFACTURER CAPACITY Septic W,~K.s Dosing V~~G gD`l~ Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic , '~ r ~~ ~ ~ _ Dosing t S l ~ ~, g ~ ~ ... 5 9 ~ Aeration Holding PUMP/SIPHON INFORMATION ^.i ,y Manufacturer Demand GPM t Model Number #~6 ~`,(~o Lift ~ 3 Friction Loss System Head TDH Ft ` ~.• ~ to .sti ~ f,SS Forcemain Len~th ~ Dia. ~t Dist. to Well $O Z DISTRIBUTION SYSTEM ELEVATION DATA county: St. Croix Sanitary Permit No: 405174 0 State Plan ID No: Parcel Tax No: 014-1020-40-000 STATION BS HI FS ELEV. Benchmark . 3D ID2.3o ~~o, o t Alt. BM t~ l ~ q p~ t ~-1~' Bldg. Sewer ~.. SSf ~ R~-~S SUHt Inlet (0.3 ~ 9$1 ' SUHt Outlet ~ , ~-Z F J~Tv' Dt Inlet ~ .Sti ~~ i Dt Bottom q~~$ 11 2.62' Header/Man. Z. ~ t~O •~ / Dist. Pipe Z, G 's ~.~ ~ Bot. System Z •g n 99- `fo l Final Grade -i~ St Cover a, Header/Manifold r' Distribution t +~ x Hole Size x Hole Spacing Vent to Air Intake th 3 •~ Di L 2 Pipe(s) 3.O h 3~•~ L '•~ n Ir8 ,/ ~~ ~'~"__ eng a engt Dia Spacing ~ 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 j--~ Yes i`'I No j~ Yes [ _~~ No COMME TS: (Ipclude a dis e~encies, persons present, etc.) Inspection #1: /~ ~O~Z- Inspection #2: ~~ ocation: 2250 290th treet Clear Lake, WI 54005 (SE 1/ NE 1 4 9 T31 N R15W) Lo 1 Parcel No: 09.31.15.132 ~ ~ ~~."(~. ~ ~!- ti "+ soy l c~euv over mac, 1.) Alt BM Description = ~ '~6a~~~ 2.) Bldg sewer length = ~ ~ 1 a''~ ~ ~' -amount of cover = ~ _ ~~ ` 3.) Contour = q$•~ ~l s ~-~-'~,a{v ~' Io2. ~ _-- --- - _ - _ _ q n 12(o I '2602 ," f Use otherls'de foruadditional informati o , _~_ _. _--- -_ 1 ___ --- -~' - _ SBD-6710 (R.3/97) Date Insepctor's Signature Cert. No. i , , ~ Sanitary Permit Application Safety & Buildings Division ~ In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave. ~ ~ `~ See reverse side for instructions for completing this application PO Box 7302 sconsin Department of Commerce personal information you provide ma be used for second u oses az'Y P rp [Privacy Law, s. 15.04(1)(m)] Madison, WI 53707-7302 (Submit completed form to county if not (~ -(5 -D `L ,5'j/y'3 state owned.) Attach complete plans (to the county copy only) for the system, on paper not less than 8 -1/2 x 11 inches in size. County ~ State anitary Permit N tuber ^ Check i ~/ State PI D. Number I. Application Information -Please Print all Information ocation: ~~ ~ 6 s~ Property Owner Name 11 / ° J U N ~ 3 2002 ropgrty Locasi~n~la-k~ . , ~,'~ ~ ~ `/ Property Owner's Mailing Address ST. CRO!X COUNTY otNumber Block Number ~~ ~~~ f ~ ~~ ZONING OFFICE ,'' City, State Zip Code Phone Number Subdivision Name or CSM Number II. Type of wilding: (check one) ~ ~~~(.,.,~~;(~~~ ^ City 1 or 2 Family Dwelling - No. of Bedrooms :_~ ' ` ~-f j ~ Village •Town of , ^ Public/Co ~,rcial des ribe use): ~ ~~-fa 6o t~dm ct~sys~m ~ D, ~ a~- ^ State-Owned /'~67,/in,a~ u/ ~p ~x ~] S ~ ~~~~ ~~~ y , ~ ~ ~~ r e 5 ~~ ` /~ ~ /1~ r ~,~ ~ b l / ` l / Nearest Road ~~O ~ ~t, Parcel Tax Number(s) ~~- f~~~~O III. Type of Permit: (Check only one box on line A. Check box on line B if applicable) ~. 3 , ~ Z A) 1. New 2. ^ Replacement 3. ^ Replacement of 4. 5. 6. ^ Addition to System System Tank Only Existing System $) Permit Number Date Issued ^ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) ^ Non-pressurized In-ground '~Vlound ^ Sand Filter ^ Constructed Wetland ^ Pressurized In-ground ^ Holding Tank ^ Single Pass ^ Drip Line ^ At-grade ^ Aerobic Treatment Unit ^ Recirculating ^ Other: V. Dispersal/Treatment Area Information: X00 _, ~,,,t,~,v,,~ 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade _ Required roposed ~~ v Rate (Gals./day/sq. ft.) (Min./inch) ~ Elevation VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks W/ ~ ~ Con- Con- glass New Existing ~~ ~"/d Crete sttucted Tanks Tanks L L ~' 71 f ~ / ~ ^ ^ ^ ^ ~ ~ C L VIII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) ~ Plum s ignature (nos s): c MP/MPRS No. Business Phone Number 1^~ r~ ~ ~ ~ ~~S'~c~~ ~~~~ P b s Address (Street, City, State, Zip Cod ~ ~~~ r r IX. County/Department Use Only fJ7 l d ^ Disapproved ^ O Gi i i l Sanitary Permit Fee (Includes oundwater Surchar e Fee) ~1j Date Issued suing ent Signature o stamps) !~ pprove wner ven In t Adverse a g `~ 3 ZS' ~ ~ - Determination ~ ~ () ~--- G2~ ~~~ X. Conditions of Approval /Reasons for Disapproval: -},~"20~~ho-:,~2~ ~atp~c~,,. -n-~a.ef..~ ,~t,~.. ,ae~-~~6a-~~ v,~: ~ri,~.,. b'3•y3-r~ ~,-¢~,~y.; ~d~Cet ~tuh-a .ate-w~. ~ ~'ew-~- u~c~, a.Q,~. ~~'L~c c a.{ - ~. ~~ ~e-d 3~/~~~ . ° ~ _ 1~ / d i~' ~. S ~ 1 f /YLtMI`Ynitiy+~...7~~ /~pC~vL(,(i4.Q~ " YhR~C1L ~U~4.Z S~GZn,oG Ga (p 7 /2~4/ci~ ~Qd.~?~S/• _ _ U P _ 0° , -+/~.-62G~-rZ~ t!-e, r~'!o-u~,/d ~~N~c.a.~vi-' f'.~'R~.ti~ SBD-6398 (R. 07/00) isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Phlllp Edw. Albert, Secretary March 12, 2002 CUST ID No.267341 ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN SERVICE PO BOX 74 RIVER FALLS WI 54022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/12/2004 ATTN.• POII'TS Inspector ZONING OFFICE ST CROIX COUNTY 1101 CARMICHAEif HUDSON WI 54016 ~ ~••~ (7S 1 ~ ~ SITE: Robert & Rachel Zimmer 290TH St Town of Forest St Croix County NE1/4, SE1/4, S9, T31N, R15W FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 832135 r ~`'~/v~ MqR , O sT~ SZp~ 2pH~0iQFOUNTy2 \~~F , Transaction ID No. 717715 Site ID No. 641935 Please refer. to both identification numbers, above,. in all correspondence: with the agency. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-10705-P (N.O1/O1). Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Per manual sited above, limited activities aze allowed in the area I S feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similaz activities that impact the treatment and dispersal are prohibited. `ttl'v~~Q'~,~y • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c 1 t)F °• A Sani Permit must be obtained from the county where this project is located in accordance with the COMAlERCg ~ `~BUILt?tNGs requirements of Sec. 145.135 and 145.19, Wis. Stats. ~-~_;- -. 1(nspection 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. Stat • Comm 83.22(7) A copy of he 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. ARTHUR L WEGERER Page 2 3/l2/02 Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to requve 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, stricture, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. , The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, ~, Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce.state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 FOUND SYSTEM FOR A 3 BEDROOr1 RESIDENCE Page ~ of ~ This plan has been prepared in accordance with the Mound Component Manual SBD-105 7 P and the Pressure Distribution Manual SBD-10573-P Ccz. blgq Cam. b14~~ LOCATED Ii~1 THE 1yE 1 /4 OF THE S~ 1 /4 OF SECTION ~l , T 3 ~ N, R ~ S Gd, TOWid OF ~ tZ~~T ST'. C~Z..c) LX COUNTY, WISCONSIN. ~~ t?~1?v _S:L1~ - -- - -- --- __CS,1ti1 -- INDEX PAGE 1 of 7 PAGE 2 Of 7 PAGE 3 of 7 PAGE 4 of 7 PAGE 5 of 7 PAGE 6 of 7 PAGE 7 of 7 TITLE SHEET TITLE SHEET SYSTEM MANAGEMENT PLAPd PLOT PLAN PLAN VIEW-CROSS SECTION DISTRIBUTION PIPE LAYOUT PUI•ZPING CHAMBER CROSS SECTION PUriP PERFORI•iANCE CURVE PREPARED FOR Zo z. ot~k sr. _ ~r ~- ~~ t~ ----_ PREPARED BY ~~ q~ ~y~ ~~i F~ ~1. ~'F ~~ ~~~ l~' ~~~ ~/` WEGEE~ER SOIL .TESTING AtYD . . DES I Ghi SERVICE P.O. Box 74 421 I•d.~iain St. River Falls, GlI 54022 Phone 715-425-0165 Fax 715-425-6864 Cc APB DEPARTA~ ON OF S. ,~ SEE CORC ~~~~" ~4 ~ ~~~~a~~ ~-~ A .~, ,K~ ~V a VVE'. t:d e= n.;~,` ...,~-~ .ri_~ 3_g-ot JOB NO . OZ-4 Z . Mound System Management Plan Page ~ of Pursuant to Comm 83.54, Wis. Adm. Code ,c~ - Seotic Tank ~ ~ t/ ~~ 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 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. Puma Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within 'the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for eft1uent 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)] 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 maybe 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 far 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 accjdental or unauthorized entry into a tank or component. 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 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 dispersal media, and related piping, and replacing 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 ~ ~ ~,S- 3 ~ 6- ~0~8~ ST ~~,p l?(~ The system installer at _ ~ `S -~~ 4~_- Z z6 6 s't~'C~1G The tank manufacturer at __ a0(~--~Z.S~~g'~156 kJls~ x`12 The effluent filter manufacturer at ~t)l7 - ZZj - S7~Z ZP~$~- . The pump manufacturer at --"- - ltj 3Q - ~Z..Q- ~ $ ~$ GpULDS -- 7 PLOT PLAN Scale 1 "= y p ' Page 3 of 7 B1'"1~) -.:E2. TOO.a'Ol~ 4'~7~`Y[-~; 3/~`` DI.R_~.E-Rfl'fZ=: ~ti7.La~"~._.----- ~v~tL `t0 3~ > Sp' ~'itU~-!_ wiUUrv~ p~~ ? 2S' P[?ev~i'L~kS - ~ _ _ _ __ ..- ~~~~ \ ~'~~ ~ ~lp'pF ~~ PV@ (~.~ti.~Z4 e0U°Z~ ~° Cun.,~bu2 ~.R4•~~ so1`SOM - -----_~. - Oc=- ~-~- ~ . /. ~n ®~ a~ ~ dam' ~-1 iv S _~ pvC ~~ti"~' P SS~~~~ c 2S0-3u0 tT2. qqS' o~v .~ , /~ ~.\ yeti ~/ .y ~\ ~, /~ /' ~,~` ~ ~ i 3 J /~ ~ i y , ~, \ao / ~~ ~/ e.Z ~ ~' ti~ ~ i 31"1 t#- 2 ~ ~~ ~ i ~ ~o ~o ~ eo>,-lPr~-eT o1Z t~lS-N23 '1~f-tS ~'~'"A, 1- •~~ ~ ~~ ~ ~ J 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 1000 /bSp gallon capacity manufactured by _W t~'-~ ~1Z ~~ ~~F- ki / 14- t$ ~o Z~PCB @Z. Fl ~`T'trR 4. $ench mark S S~ COVE ~. Divert surface water around system to prevent ponding at the uphill side. .. Page ~ Or 7 Approved Synthetic Covering ASTM C33 Medium. Sand Topsoil 3 J' , +C Distribution Fipe ~(`~. o b ~ ' S 1!Z% Slope Distribution Cell of Force Main 2" to 2 Z" Aggregate From Pump CROSS SECTION OF A MOUND SYSTEM Linear Loading Rate= 6.O GPD/LN FT Design Loading Rate=b:33.GPD/SQ FT ,~~o~ ~~, Ft ~S . I ~ Z Ft. J S Ft. K a Ft. ~ a ~ Ft. w z 1 Ft. ,E Elev ~~ ~Plawed Layer /; __--_ D~ , E o.$3 Ft. F o• `d Ft. G a• 5 Ft. N ~- v Ft. `7.Observation Pipe . i K_ _.~ ___.. _~~ ~AGCt's9 ------ ------------- ----- gOX - o - - 't ---=-- --------------------- Force I n Distribution ~- CeII of %" 1 ~~ 2 to 2'z i PiPe aggregate • Observation Pipe (Anchor securely) PLAN DIE~1 OF A MOUND SYSTEI4 ~•- osrc ~ vn -Foy ~-~-~,- .. L U ~ C ~"~ -- - __ A i --~~~ 8 w ~`-~_ ~__ - --. t ' Distribution Pipe Layout Pane S of 7 .~ Place the holes at the bottom of the distribution pipes . at~equal spacing. Remove all burrs from the pipe and holes. Extend the ead of each laie:aI un with the use of Ions turn or 4f° $tiin? to a point within slx ~~ inches of the final grade. Te.-urinate the gads of the late.-aIs with a valve, threade3 caa or . threaded plug. Provide access from final grade for the vaIye; threaded cap or threaded pIuQ. :~~C`.SS ~OX_ T`t p.1 cr L LZOS S .s ``il 111y FVC F~JC PVC Later)-~ ~ Manimfd ~ Laterl !~- LAN V \ ~~ p -----~+ a- _ hY~3J1r-.'.~ ~_ 7CC;yS Sfl~ - --0 --a P 37 Ft. ~ Hole Diameter ~l`b Inch ~_._.. S 3 Ft. ~ Lateral ~ I InchEes) X ~_ Inchps Manifold Z• Inches Force Main " Z Inches <: . ~ of holes/pipe_~ - - Invert Elevation of.Laterals~DD.O Ft. - .. _. ~ ~ - Combination Sept,3c~.Tank and • PUMP CHAMBER CROSS SECTION ANA SPECIFICATIONS ' ~ PAGE ~ OF -7 . _. . • •VEU7 CAP ~ WEATHER PROOF JUIJCTIOU 90X , ti C.Z. VE1J7 PIPC ~ APPROVED LOCKIIaG ~jO' FROM OOOR. MA3JHOLE COVER Wl'M :WINDOW OR FRCSH ~ wAR.t.~l-JG L.I+~gEC.. t+~BP~piJ (~ IpE A(K pJTAKE ~ couDu~T W Ilj'LCLZl6IIT- ZfTQ - G ~^CD E i • IB'I~iIN, ~ IJ`1LET Approved joint w/ PVC pipe S . •• ~ _. ~ I 6'•~w. S ) I Y~MII.l. ;'~, BtyFFL~ •n' z>~~. H~~ A-`Bop CLCY.~-Z 00 FY ~LV , °I L_ OC~~ • ~__ ~• 18•Mlu. .- ~~l -PROV10E I - --- TAIRTIi.HT SEAL I I i I ~ Ir i I I \V~ °~ ~ ~~I Approved I III joint w/ ALARM PVC pipe a .I II • I I I i ou c •i I { I . PUMP -~ '-~ ` OFF D CO-JCRETE - BLOCK RISER EXIT PERMITTED OI.JLy IF TA-JK MA],: UFACTURE3t HAS SUGH APPROVAL~3NAA~~`~ 8F 0 c rv 4 0 SEPTIC F SPECiFICATIC)t~IS DOSE TA-.t~cS MA-lUF1-CTUlZCR:w~~~ ~1L.JC~=-~~ ' L I ~ TAt,1K SIZE : ~-~C~ J ~ ~ ~~ IJL MBEA OF DOSES: ' - GALLOA:S GCSE VOLUME ALARYI MAUUFACTUR.GR: ~-S~ EL~-O S`-ZS~~ S IAJCLUDIA7G 6AGKFL OW: - 1~ Z GAI~ONS MODEL 1.lUMSER: ~'~~ ~~ ~ p CA?ACITIES: A _ ~ ~ IuCHES OR ? ~ ~' GaLLCs;S e~.~~+::y~---~( SWITCH T~PC: ~'' ?~~ 8 = ~ IIJCHES''GR _ G PUMP !"IAIJUFACTURi<R: 6dU~--D S _ L IILLOUS ~ ~~Z ~~~ C= -UCHES OR " GALLOUS MODEL I.IUMHER: _ ~ - Z"~y 0= ZZ IAICHES OR SWITCH TYPE: ~ 1 - GALL01J5 ~ WOTE: PUMP AUO ALAi~M ARE TO 6C " - MINIMUM DISCKAROE •R~ E 3 ~' ! ~ pM INSTALLED OAl SEPARATE CIRCUITS YERTICNL DIFFERENCE pETWCEI,I PUM ..DISTRIBUTIO-.1 • PIPE.. 8.00 FEET t MItJIMtUM -~IETWORK SUPPLY PRESSURE . ; ~ , / •So FE.ET ~S-OX~I.3~/ ~. SS FEET OF FORCE P1AIfJ X Z.oq F~ O FRI F T - ~' ~S U I A oF~, C CTOR . FEET TOTAL Oy1JAMIC HEAD = ~ 5.6S . EET As per manufacturer 1-~. Q gal/in. Liquid depth. 3g `' ~~~ s APPLICATIONS Specifically designed for the following uses: • Effluent systems • Homes • Farms • Heavy duty sump • Water transfer • Dewatering SPECIFICATIONS Pump: EP04 • Solids handling capability: 3/a' maximum. • Capacities: up to 55 GPM • Total heads: up to 24 feet. • Discharge size: l'/z NPT. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. *!......-. r7f1C • Solids handling capability: 3/a' maximum. • Capacities: up to 60 GPM. • Total heads: up to 31 feet. • Discharge size:l'r~"NPT. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor: • EP04 Single phase: 0.4 HP, 115 or 230 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • EP05 Single phase: 0.5 HP, 115 V, 60 Hz,1550 RPM, built in overload with automatic reset. • Power cord: l0 foot standard length,16/3 SJTO with three prong grounding plug. Optional 20 foot length,16/3 SJTW with three prong grounding plug (standard on EP05). METERS FEET 10 9 ~~ 0 a W x U a z J H 0 Goulds ~~c ~ °`~ Submersible Effluent Pump ~~ 3871 EP05 • Fully submerged in high grade turbine oil for lubrication and efficient heat transfer. Available for automatic and manual operation. Automatic models include Mechanical Float Switch assembled and preset at the factory. FEATURES ^ EP04 Impeller: Thermo- plastic Semi-open design with pump out vanes for mechanical seal protection. ^EP05 Impeller: Thermo- plasticenclosed design for improved performance. ^ Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resistance. ^ Motor Housing: Cast iron for efficient heat transfer, strength, and durability. ^ Motor Cover. Thermoplas- ticcover with integral handle and float switch attachment points. ^ Power Cable: Severe duty rated oif and water resistant. ^ Bearings: Upper and lower heavy duty ball bearing construction. AGENCY LISTING SP• CanadianSiandatdsAssoclation (CSA listed model numbers end in "F" or "AC".) 0 . ~ I i ~ ~-~~ ~ 1 ~~ =-~ ..~r:, .: `F GPM' ~J 25 ~2s E= r ._..__-~ ._ . ._ _ _ i __!. ; -- _ - 20 ~ ~ _ _ _ , i j _ ~ i ___ ~ . l ~~ s I - ~ 15 . , ' ~ . ! i_ EP0 ` ' io I I - 31 t6' _ ~ ----;---- i EP04 __ 9 --- v_i 5 o_ , 10 20 30 40 50 ~ GPM ~ ~ ~ ~ ~ ~ ~ 0 - 2 4 6 8 10 12 m'/h CAPACITY O 1995 Goulds Pumps, Inc. Effective May, 1995 ' 83871 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page ~ of 3 G~vision of Safety and Buildings _ f in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County ST. Ct~ inGude, but not limited to: vertical and horizontal reference point (BM), direction and `~ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. //``~ ~ ~ I N ~~7~~ ~' ~~"~ Please print all information. iewe Y Date Personal information you provide may be used for secondary purposes (Privacy law, s. 15. m)). G~,liliyf ~ ~~ P '1 Property Owner '~pv~,b ~--(~~ ~ k RECEI erty i_ cation /- ~l-~~'~,~ = l~[3~SZT Prjl~j .~- ZLN~jvj ~~ ~ 1/4 S ~' 1/4 S ' 1 T 3 ~ N R ~' S E (o''` Property Owner's Mailing Address ock # Subd. Name or CSM# zo Z b Alrz s T. (Y~r t ~ MAR 1 2 2!~l~ 4~Zo po s ~ cs+~-t City State Zip Code Phone umbe~T CROIXOC FI ity ^ Village. ®Town Nearest Road ~ ooDV l t_t,E- ~ ~ S S~ 028 (7 lS) 6 •~ `-~ L4 p `-~}- s ?, New Construction Use: [~ Residential / Number of bedrooms 3 Code derived design flow rate ~ StJ GPD ^ Replacement ^ Public or commercial -Describe: Parent material _ 1 f~'L `i'1 l,.l_ Flood Plain elevation if applicable General comments and recommendations: W~ l~Ul\J~ h.l / b rK ~ S ~ D 1 S't12~ ~ U `tt 0 }~ („` ~L- /V la a Boring # I^~ Boring 1Ct. Pit Ground surface elev. ~4. Z ft, Depth to limiting factor 3S i~, Horizon Depth Dominant Color R d in. Munsell e ox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. 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'Z S ~l~ S'~ ~ -Sera-plc ~f L - m i ~ , 3 , 5 'Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 =GODS < 30 mg/l. and TSS < 30 mg/L CST Name (Please Print) Sign cure CST Number Arthur L, We~erer d, ~ ~~~Z ~ 220254 Address FBI e g e r e r S o i l Testing &, Design S e r v i c e Date Evaluation Conducted Telephone Number 421 ZIT. I~iain St. River Falls, [•II 54022 Z_7_~Cs-~ 71 5-[~~5-n1 r,S Property Owner Z ~ Nl ~ ~ Parcel ID # Boring # ^ Boring Pit Ground surface elev. ~I. ~. ~ ft. 1~-~JflI~G Depth to limiting factor cl ~ in Page Z of Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 •Eff#2 o -(o lO"~ ~- 3 ~ - s ~ 'Z~' s b k n1 `~I~ Cif Z ~ . S . ~, ~- l0 Z LO `2 2 3~ 6 s ~ ~ Z'E~ S bk m `~l_ Cl.~, 1v'(L • S - ~ l(-c.l ~ S k ~ 3l y - ~ I. 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SBD-8330 (R6/00) PLOT PLAP1 Page 3 of ~ J Scale 1'=L10' B-'"1 ~J _- ~' : 100.0 ` Oti 4 ```T7°i2~,..3/`d~` ~~ R ~-E-R~sR=~ ~.-v_7:-L~~.=--- __ - -_. _..l_uTLCN~S 'To BE > S ` F1~-U~1 MOV-v~_. ---- ~~~ '~ ~ ~~~ ~ (n _. ®r 3~ !'!-~ ate., 00 ~' ! N cun,~bv2 ~ . ~4 • ~ ` ® 2 s0~-3110 f CN ad~p-,.t Or- ~~ ~,~ ~TL. qg S ' o~,o o,~ ~ ~ ~ / ~ ~ ~' - 0•~ //a_3 / ~~ / `~~ // Vl -~" ~ e.z ~ ~ •~ ~ ti\ . / c7 M, P'f~tT oYZ DlS-N23 'T1ftS ~'u"H. ~~, ~. Z-~b-O2715-425-0165 220254 UZ- ~Z CST Signature Date Telephone ITo. CST T~1o. Job PJO. ` Wisconsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings r in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County inGude, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Please print all information. Reviewed by Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner '~pv~-b ~ Property Location ~="[2.F~ iti.1 r ~`1,~ ~ l~oB~. Page ~ of 3 ~ ~~lN G Date - T A'l~ ~~x[~-. ZLW~JvI ~-[' N C 1/4 S~ 1/4 S q T 3 ~ N R `S E (orf Property Owners Mailing Address _ Lot # Block # Subd. Name or CSM# Z~ Z 6A~ sT. (fir ~ll~ I - ~~zopos~ csh-t ~ Clty State Zip Code Phone Number ^ City ^ Vllage ®Town Nearest Road ~ o~DV l t_i...~ ~ t s Sf d z8 t ~ tS) ~ a $ - 2.0 l Z ~ ~o -~ L4 d YN- s 7, New Construction Use: [5~ Residential / Number of bedrooms 3 Code derived design flow rate ~ SQ ^ Replacement ^ Public or commercial -Describe: Parent material __ [~ 1 (~, • j l ~ Flood Plain elevation if applicable /V /a General comments and recommendations: W~ oU)til~ w ~ b r/K ~ S ~ ~!. S•nZ(. ~ U `[7 0 }~ C~-L )"L1 t hJ l L,~ U)"'I 6 k ~ 1` S Fj-y~~ }=1 LL - a Boring # ^ Boring pit Ground surface elev. QQ. Z ft, 3S iri. __ ce Boundary Roots Depth to limitinn faMnr Horizon Depth Dominant Color R d in. Munsell e ox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consisten 1 0,1o to~l~-j~ z - • S;1 z~sb m~ 3 was ~s~iZ3[y _ L 1csbh_ m~s- s-So ?:s~~ ~l` c~~, ~-s ~t~s~8 s~ ow, m ~; 1~1 GPD ft. 'Eff#1 'Eff#2 Z~ •s .~ cf,J lv~- • S . E eS - . ~ -6. - .~ .n Z Boring # U aonng ® pit Ground surface elev. ~ $ ' ~ ~ V ~ ft. Depth to limitinn fartnr Horizon Depth Dominant Color R Soil Application Rate in Munsell edox Description Texture Structure Consistence Boundary Roots GPD/ft2 . Qu. Sz. Cont. Color Gr. Sz. Sh. Eff#1 - , Eff#2 I Z o-t0 t zZ IDKR-3[z 1 ` - si i z~sbk ~'1'F~- Ctv Z`~ - s .g -. o- 0 2123[(, - S1 I Z~-'sb-~ •Vn. ~.v ~v~ ~ S .~ 3 ZZ-~l l ~ •S y tz3 /4 - L t cs bk vn ~ CS _ , ~ , b ~t-~t~ s ks~[~ Ct.~l Z.s ~tR.,sl~, _ ~.s o s ntv~P+~ t;. -- ~ • Z ti. Z S ~I~ S'~ ~ -Spa-s~lc ~f L c~v-, m i ~ . 3 ; S • Effluen t its . ann ~ ~n ~ een .,..n __.. ~.... _ .... _ . - --- ---a-- -.._ ...•, - ~•, - ~••,• ~~~y,~ ~nwern ff~ = rswa < 3o mgfL and TSS < 30 mg/L . CST Name (Please Print) ... Sign lure CST Number Arthur L. Wegerer ....,_.=OZ~Z :~. Address g 2 2 0 2 5 4 W e e r e r Soil Testing &, Design S e r v i c e Date Evaluation Conducted Telephone Number 421 i1. Bain St. River Falls, [lI 54022 Z_Z(~-O-Z 715-425-0165 Property Owner Z' ~~ ~ ~ Parcel ID # Boring # ^ Boring I ® Pit Ground surface elev. ~I.6; ~ ft, ~~ iNG Depth to limiting factor ~l ~ in Page ~ of Horizon Depth in Dominant Color M ll Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate GPD/ftz . unse Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 ~ o -t o L 0`2 (~-- 3 ~ s i z~ ~ b k n1 ~~- C.Lv Z ~ . s - ~ lp Z LOK2 3~(~ s~ I Z'FSbk m`~~- CI.~, lv'{L • S -~, 3 ~ 3~ z.S ~~~y - L l c sbk ~, ~~ c w - - ~[ - ~ ~-~ ~ S k ~ 3~y ~ tS O S. h'1U`~4- C S '- ,1 1. Z .S ~l I S O 5 y iz 3 /y '~t-<' ~ , S `t IZ 5 ~a L O -~ wt `~' t' ~ - ~ . 5 ^ Boring # ^ Boring n Pit Ground surface elev. n no.,rti ~ ..::...:.:.... ~......._ Horizon Depth in Dominant Color M ll Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate GPD/ftz . unse Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 ^ Boring # ^ Boring [] plt Ground surface elev. ft. Death to limiting factor ~., Horizon Depth in Dominant Color M ll Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate GPD/ftz . unse 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-$777. SB0.6330 (RW00) PLOT PLAP1 Scale 1'=y0' Page 3 of .~' g-'"i ~J --..~ . T 0-0.0 ' ON 4''`~-~; - 3 ! ~" ~ t. R _ ~E-R~'rTZ=~ _w_7= L~,"~.- _`1~~T "-:LCtiLs 1~"_ BE _7_.S -_-~ztiti--r=lOUhi~_ - ------ ~~~~~ ~ ~~~ ®r 3~ 1+1 ~0 4.1 auti~nutt. ~ . ~a • o' ~ , o z so'-3 u o Q.q S ' oho p.~ ~ ~ ~i1 ~2 / ~~ ` ^ ~ ! ` ,~/, ' ~`' / S.3 ~~~ ~ a.Z i ~' ~ i aM ~- z ~ ~o rv o ~ eoM. PPr-~-'t' o~ I (~ ~~ a a. N I ~ ~I r -~ _ ~^ ~~ ~ ~ I ~ ~ C~ ~ ~ Z-~(,-O 2 715-425-0165 220254 C~ Z - , .' ~Z CST Signature Date Telephone Ido. CST X10. Job P10. WEGERER-SOIL TESTING and DESIGN SERVICE SOIL TESTING - SEWER SYSTEM DESIGN ATTN : ~ ~ ~ ~ 1ZP~? 'H~S,Z DATE ~ ~- l ~ ~(} Z. CC: SUBJECT: THE FOLLOWING ITEMS-ARE ENCLOSED 0. OF DESCRIPTION COPIES 1 ~ ~ t~ ~l ~ Uv ~ SENT TO YOU FOR THE FOLLOWING REASONS: vNOR YOUR USE FOR REVIEW AND COMMENT INFORMATION DESIRED ~UL~ f'~l~.S CJ S ~r f~- ~ }~ `Z ~O ~" ~-~ 1~ L G Cpl ~~ WEGERER SOIL TESTING AND DESIGN SERVICE ~Z~ ~ ~~~- P.O.BOX 74 421 N.MAIN S.T. "RIVER FALLS,WI 54022 PHONE 715-425-0165 wsconsin Department of Commerce SOIL EVALUATION REPORT Page ~ of 3 /vision of Safety and•Buildings _ ' r in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County ST . C~~ lx inGude, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, sple or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. ~ ~~ I N G Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner '~~v~,b NLi~ ~ k Property Location ~t.~~}, - l~Q n and recommendations: Wt ~tJ~~ kJ j D rx ~ ~ r ~ ~ ST~Z! l3 V `t! 0 }U C-~-C. a Boring # ^ Boring pit Ground surface elev. ~Q. Z ft, Depth to limiting factor 3S in ~- ~TZT F}Ji~ `~~~- Z(+"11~i C t2 N C 1/4 S ~' 1/4 S q T 3) N R ~.S E (o~ Property Owner's Mailing Address - Lot # Block # Subd. Name or CSM# zoZ 6A1z sr. fir ~i~ I - l'1ZpP0S~j cs+~-~ City State Zip Code Phone Number ^ City ^ Village ®Town Nearest Road ~OObVIL~ ~l S~~2.8 c71S) ~Q~- 2A 12. ~ ~0 -s Z-qC~ `TES- ST [New Construction -Use: [T~ Residential / Number of bedrooms 3 Code derived design flow rate _ t-(- SQ GPD ^ Replacement ^ Public or commercial -Describe: Parent material __ I (~- •~ t-.L Flood Plain elevation if applipble ~>~ General comme is ft. Horizon Depth Dominant Color R d in. Munsell e ox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary o-LO 1p~(~3Lz - ~ s; ~ z~sb m~ Z ~ o ZO !~ ~tr~..3lC - sit Z~'-Sb~r wL~~- ct~ 3 zu 3s ~.S`1iZ3lc( _ L 1 t^SbH m~~- eS ~ -So ~: s~ ~ !~~` C~~. z.s ~t l~ s~8 s r= p,,-., m ~; ~---~ ~ _ U Boring # V °vnng ® pjt Ground surface elev. q0 - ~ n_ rlanth }n limi4inn fortn~ Lf ~ Soil Appliption Rate Roots GPD/ftZ 'Eff#1 'Eff#2 Z~ . S •8 lv~ •S .~ - .~ -6 - •~ -o Horizon Depth Dominant Col ~~ Soil Application Rate in or M ll Redox Description Texture Structure Consistence Boundary Roots GPD/ftz . unse Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 - 'Eff#2 I Z o-~0 !'DK~3[Z i ` - st I z•~s~>2 tin`Fh Ctti Z`F -s ~g ~~ l o -Z Z. a 2123L (, - S ~ I Z'F-'s b~ •YrL ~ Lv \v'F ~ S . ~ ~t-~.~ S ~ ~[~ C~ z.s ~t (~sl~ . 1.s o s n~v`P~ ~. -~ . Z L. z S ~t~ s6 ~ •SY2~lc ~f L c~v>!, m i • 3 .~ 5 • Ffflnun f !t1 _ nnn . on . nnn -_ __ .. _ __ _ __ _ . _ - - -.._ . ., -.. _ ~.... n~~~ cuwe~u *c = °vus c su mgiL and TSS < 30 mg/L CST Name (Please Print) .. ,,,/ Sign lure CST Number Arthur L. Wegerer~ d, ~ ~ ~~`~~Z~LZ 220254 Address We g e r e r Soil Testing &, Design S e r V 1 C e Date Evaluation Conducted Telephone Number 421 ~~T, i~iain St. River .Falls, [7I 54022 Z_Z6_p7 715-425-0165 OwnerBuyer Mailing Address Property Address ~ 1D ~`l' S~ 2?~ ~ ~ (Verification required from Planning Department for new construction) - City/State Parcel Identification Number O / ~ " ~ ~ ~ ~ ~ ~ ~~ O ~ LEGAL DESCRIPTION a'- i Property Location 1~~'/., ~ '/., Sec. ~, T~N-RAW, Town of .~~ ~' e ~ Subdivision Certified Survey Map # ~ ~ ~ ! `5~~ .Volume Page # ~ 3 D 0. Warranty Deed # ~ g ~ a b ~~ ,Volume l ~ 6' Page # l~ 3 Spec house ^ yes ~ no ~~ Lot lines identifiable ~. yes ^ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into 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 Zoning Department a certification form, signed by the owner and by a masterplumber, journeymanplumber, restrictedplumber or a licensedpumperverifying that (1) the on site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Ifwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce 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 Zoning Office within 30 days of the three year expiration date. ~ ~ `7 ; ~(n~ ~. _ / / / ~ SIGNATURE OF AP~PLIC-~--yANT DATE a (~ t~ OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNA URE OF APPL CANT ~/ ~ ~~~ Lot # ,~_. ATE *«**** Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. ****** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIF/ICATION FORM ' ~ ~1 / ` 99 ~ o STATE BA~ OF SCONSIN FORM 5- 1999 Document Number QUIT CLAIM DEED This Deed, made between Ardis M. Frank and John Frank Grantor, and Robert M. Zimmer and Rachel M Zimmer husband and wife as survivorship marital property, Grantee. Grantor quit claims to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach a um of One of CSM ecorded in Vol. 16 on Page No. 4300 as Document No. 80158 located ' part of the Southeast'/. of the Northeast''/o, and part of the '/. of the Southeast'/. of Section 9, Township 31 North, Range 15 West, Town of Forest, St. Croix County, Wisconsin, more fully described as follows: Beginning at the East '/. corner of said Section 9; thence S 00°00'00" E, (assumed bearing on the East line of the Southeast'/. of said Section 9), a distance of 231.47'; (hence S 89°36'27" W, 596.24'; thence N 00°23'33" W, 400.00'; thence N 89°36'27" E, 598.98' to the East line of the Northeast'/. of said Section 9; thence along the East line, S 00°00'00" E, 168.54' to the Point of Beginning, containing 239,043 square feet or 5.488 acres, being subject to an easement for town road purposes over Easterly portions of said parcel as shown on this CSM and to all other easements and restrictions of record. Together with all appurtenant rights, title and interests Dated this ~~ day of June, 2002. *Ardis .Frank ~~~ " ohn F ank AUTHENTICATION Signature(s) Ardis M. Frank and John Frank of June ,2002 TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by §706.06, Wis. Stars.) THIS INSTRUMENT WAS DRAFTED BY Bakke Norman, S.C. 1200 heritage Drive Y.O. Boz 308 New Richmond, WI 54017 (Sibmatures may be authenticated or acknowledged. Both are not necessary.) Names of persons signing in any capacity must QUIT CLAID1 DEED saxz~4 XATHLSfi1i H. MALSR REGISTfiR OF DfiEDS ST. CROIX CO., MI RfiCBIYfiD FOR RECORD 06-87-2002 12:05 PM QUIT CLAIM GEED EJIE1Pi 0 REC FEE: 11.00 TRANS Ffifi: 15.00 COPY FEfi: CERT COPY Ffifi: PAGES: 1 Recording Arca Name and Refum Address Bakke Norman, S.C. Daniel M. Tjornehoj 1200 Heritage Drive P.O. Box 308 New Richmond, WI 54017 014-1020-40-000 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) * r ACKNOWLEDGMENT STATE OF WISCONSIN ) ss. St. Croix County ) Personally came before me this _~ day of June , 2002 [he above named Ardis M. Frank and John Frank to me known t n(s) who executed the foref;oing instrumen ow9edged the same. Notary Public State of Wiscons n * Daniel M. T' o' all a OIT1A Notary Public, fate of Wisconsin My Commission is permanent. (If not, state expiration date: .) or printed below their signature. Inrommtion Professionals Co.. Fond du Ix, wl STATE aAR OF WISCONSIN 800.655.20?I FORhf Nu. 3 - 1999 • Y 4 ~\ /'~\ 680 1 'S8 APPROVED VOL 76 PAGE 4300 ST. CROIX CUUNTY ' KATHLEEH H. MALSH plannlnpZonl~n>-,^-'•-" ` REGISTER OF DEEDS ST. CROI7I CO.. MI MAY 2 8 2002 RECEIVED FOR RECORD 11 not recoraed wnnin 3u ~:~:> _. 05-28-2002 3:00 PM approval date apFrovat shall U~ CERTIFIED SITR~Y MAP CERTIFIED SURVEY MAP 3 COPY Fes: a e0 Ardis M, and John Frank PAGES: z Located it~rt of the Southeast '/, o the Northeast '/., and part of the Northeast '/, of the Southeast % of Section 9, Township 31 North Range 1 S West, Town of Furest, St. Croix County, Wiseonsi7z OWNER'S ADDRESS 2236 290TH STREET CLEAR LAKE, WI 54005 N BEARMIGS ARE RffER9yCED TO T7fE EASTLN~E OF THE SOUTFfEAST 1/4 OF SECTION 9, T J1 M R f5 W, ASSUMED AS S 00 00170' E NORTHEASTCORNER ~'-,• SECTION 9,T31N,R15W .~- (FOUND2'IRONpiPEj) 'y4 SCALEINFEET 1'=150' I ~~~ 50 50 1 0 1 ~ ~ I UNPLATTED LANDS jw ?90THSTREET-+-~ ~ W N 89°36'2T' E 598.98' 6~6 547.00 ' 1. -~•.. I ~ LOT 1 CONTA)NS 239,043 SQ. FT. OR 5.488 AC. '° 100 (~ I ' ~, ~; ti; ~ Easr 1u coRNER o (218, 800 SQ. FT. OR 5.023 AC. EXCLUDING ~~ W; ~ ~ SECTICMI9, 731 N, ~; zj o ROAD RIGHT OF WAY) ~~ ~ Iw'I I ~ R i5W(PoUND Zi ~I `r (APPROXIMATE SOUTHUNESE1q-NEi/4 ~ _ ~~~~T~ ZT_ - - _~ v~ ~ ALUMOVUM MONUMENn ~~ 3 APPROXIMATE NORTH IJNE NE1/4SE1f4' ~ I w I ~ I ~.~ _ Wi ~;. ~i ~ i e e~ I$'I I s ~ Z; Q ~; w ~ ~ w 4, Q ~ ~ 100, I~,13 N g o. i g 547.00 S 89°36'2T' W 596.24' LINPLATTED LANDS solmlEasr coRNER LEGEND SECTION 9, 731 N, R 15W (FOUND COUNTY 8ERN75EN INDICATES f' O.D. x 18' IRON ALUMMIUM MONUMENT) O PIPE SET (MIN. WT -1.13 t a e F.) e SOR 80RINGS (PROPOSED SEPTIC SYSTEM) SECTION CORNER MONUMENT (AS NOTED) DATED: MARCH 15, 2002 ' •eLl.URE `E •• .5 PHV * • 1713 RIVER • E p FALLS, ,' y~ wi. ~~ Vy n Gp~„~ •LA No. ,9 JPJ THIS INSTRUMENT DRAFTED BYJERALD L CARSON SHEET 1 OF 2 Vo1.76 Page 4300 i~ 40 Shef40 Performance & Dimensional Data 30 ~,~ 20 ~'y-sS 10 0 10 20 30 50 60 70 PM 3~.~e x_7/8° 6-5/8" (1x8.27) l.All dimensions in inches. (Metric for international use). (98.42) 5• (127) 2. Component dimensions may s-7/8" vary ± 1/8 inch. (98.42) 3. Not for construction purpose j ~ unless certified. g_7/g^ , DISCHARGE (98.42) ~'`= 1-1/2" NPT 4.DImen5lonS and weights are approximate. FLOAT SWITCH S.We reserve the right to make revisions to our product and their specifications without notice. ~~ HYDROMATIC® 10-3/16" (258.76) ~ . • 3-5/8" (92.07) 1 7